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HomeMy WebLinkAboutR-01-12339 0 J-01-974 10/29/01. rg 'W RESOLUTION NO. A RESOLUTION OF THE MIAMI CITY COMMISSION, PURSUANT TO ARTICLES 17 AND 22 OF ZONING ORDINANCE NO. 11000, WITH ATTACHMENTS, APPROVING WITH CONDITIONS, A MODIFICATION TO THE MAJOR USE SPECIAL PERMIT FOR THE PARK PLACE AT BRICKELL PROJECT, TO BE LOCATED AT APPROXIMATELY 1432, 1438, 1440, 1450 AND 1460 BRICKELL AVENUE, 1.435, 1443, 1451--1453-1.455, 1.465, 1475-1.477 AND 1485 SOUTH MIAMI AVENUE, AND I SOUTHEAST 15TH ROAD, MIAMI, FLORIDA, APPROVED BY THE CITY COMMISSION ON NOVEMBER 16, 2000, PURSUANT TO RESOLUTION NO.00-1036, TO MODIFY SAID DEVELOPMENT ORDER BY DECREASING THE AMOUNT OF DEVELOPMENT AND ALLOWING A NEW DEVELOPMENT PROGRAM OF 773 RESIDENTIAL UNITS, WITH ACCESSORY RECREATIONAL USES, 36,554 SQUARE FEET OF NONRESIDENTIAL USES, AND A TOTAL OF 1,400 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, Park Place at Brickell, LLC., "APPLICANT", submitted a letter requesting a substantial modification to the previously approved Major Use Special Permit for the Park Place at Brickell Project ("PROJECT") pursuant to Articles 17 and 22 of Zoning Ordinance No. 11000 the Zoning CITyq'yYpp1��qp+rG99��`C3raugjSSION { fAGSOIUL,=Y N0. Ordinance of the City of Miami, Florida, as amended, (the "Zoning Ordinance No. 11000"); and WHEREAS, pursuant to Article 17 of Zoning Ordinance No. 11000, and Condition No. 16 of Resolution 00-1036 requires the proposed modification to the Major Use Special Permit to be reviewed by the Planning Advisory Board and approved by the City Commission; and WHEREAS, the Miami Planning Advisory Board, at its meeting held on October 17, 2001, Item No. 5, following an advertised public hearing, adopted Resolution No. PAB-87-01 by a vote of seven to zero (7-0), RECOMMENDING APPROVAL of a substantial modification to the previously approved Major Use Special Permit Development Order; and WHEREAS, the City Commission deems it advisable and in the best interest of the general welfare of the City of Miami to issue a Major Use Special. Permit Development Order as hereinafter set forth; NOW, THEREFORE, BE IT RESOLVED BY THE COMMISSION OF THE CITY OF MIAMI, FLORIDA: Page 2 of 8 '1- -.1 X33 0 • 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. Resolution No. 00-1036, a Major Use Special Permit for the Park Place at Brickell Project, approved by the City Commission on November 16, 2000, and attached hereto as "Exhibit E," amended as set forth below. Section 3. The Major Use Special Permit Development Order for the PROJECT to be developed by APPLICANT, at approximately 1432, 1438, 1440, 1450 and 1460 Brickell Avenue, 1435, 1443, 1451-1453--1455, 1465, 1475-1477 and 1485 South Miami Avenue and 1 Southeast 15th Road, Miami, Florida, attached hereto as "Exhibit A" and made a part hereof, is amended to reflect the requested modifications, subject to the remaining conditions, as specified in said Development Order, remaining in full force and effect. Section 4. The modified PROJECT is approved for the construction of up to approximately 773 residential units, with accessory recreational space; 36,554 square feet of nonresidential uses, and 1,400 parking spaces. Page 3 of 8 Section 5. The approved Major Use Special Permit for the PROJECT also encompasses the lower ranking Special Permits as set forth in the Development Order, attached as "Exhibit All hereto and incorporated herein. Section 6. The findings of fact set forth below are hereby made with respect to the modifications to subject PROJECT: a. The modified PROJECT is in conformity with the adopted Miami Comprehensive Neighborhood Plan 1989-2000, as amended. b. The modified PROTECT is in accord with the SD -5 Zoning classification 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. Page 4 of 8 0 e. 0 0 The PROJECT is expected to cost approximately $190 million, and to employ approximately 375 workers during construction (Full -Time Employees); the PROJECT will also result in the creation of approximately 160 permanent new jobs. The PROJECT will generate approximately $3.3 million annually in tax revenues to local units of government (2000 dollars). 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; Page 5 of 8 i� 1 9 e (8) the PROJECT will not adversely affect public safety; (9) based on the record presented and evidence presented, the public welfare will be served by the PROJECT; and (10) any potentially adverse effects of the PROJECT arising from safety and security, fire protection and life safety, solid waste, heritage conservation, trees, shoreline development, minority participation and employment, and minority contractor/subcontractor participation will be mitigated through compliance with the conditions of this Major Use Special Permit. Section 7. The Major Use Special. Permit, as approved and amended, shall be binding upon the APPLICANTS and any successors in interest. Section 8. The application for modification to this Major Use Special Permit, which was submitted on September 7, 2001, as amended, and which is 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 made a part hereof by reference. Page 5 of 8 • Section 9. The City Manager is directed to instruct the Director of the Department of Planning and Zoning to transmit a copy of this Resolution and attachment to the developers: Adrienne Pardo, Esq., on behalf of Park Place at Brickell, LLC., 1221 Brickell Avenue, Miami, FL 33131. Section 10. The Findings of Fact and Conclusions of Law are made with respect to the PROJECT as described in the Development Order for the PROJECT, which is attached hereto as "Exhibit A" and made a part hereof by reference. Section 11. The Major Use Special Permit Development Order for the Project ( "Exhibit "All) is amended. Section 12. In the event that any portion or section of this Resolution or of the modified Development Order ("Exhibit A") is determined to be invalid, illegal, or unconstitutional by a court or agency of competent jurisdiction, such decision shall in no manner affect the remaining portions of this Resolution or Development Order ("Exhibit A") which shall remain in full force and effect. Section 13. 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 E Section 14. This Major Use Special Permit, as approved, shall expire two (2) years from its commencement and operative date. Section 15, 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 ire a c c o r nre with Mintri Cc f^ S 223r, 1r,cP thn NA thiS -f .� its�S J -)y f''��� rc i regarding ;game, without the May ��cisin a ATTEST: WALTER J. FOEMAN CITY CLERK APPROVED AS TO FORM AND C AL ANDRO VILARE LO T'cI Y ATTORNEY 5793:GMM:dd: M S: Walter Old rnt r.rmf'r--! of , O;ty Clerk i� 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. Page 8 of 8 ' 3 0 • "EXHIBIT A" ATTACHMENT TO RESOLUTION NO. DATE: PARK PLACE AT BRICKELL PROJECT MAJOR USE SPECIAL PERMIT MODIFIED DEVELOPMENT ORDER: 1/ Let it be known that pursuant to Articles 13 and 17 of Ordinance No. 11000, the Zoning Ordinance of the City of Miami, Florida, as amended, (the "Zoning Ordinance No. 1100011) the Commission of the City of Miami, Florida, has considered in a public hearing, the issuance of a Major Use Special Permit for the Park place at Brickell Project (hereinafter referred to as the "PROJECT") to be located at approximately 1432, 1438, 1440, 1450 and 1460 Brickell Avenue, 1435, 1443, 1451-1453-1455, 1465, 1475-1477 and 1485 South Miami Avenue and 1 Southeast 15th Road, Miami, Florida, as described on "Exhibit B" attached hereto. 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 i/ Words and/or figures stricken through shall be deleted. Underscored words and/or figures shall be added. The remaining provisions are now in effect and remain unchanged. Asterisks indicate omitted and unchanged material. JA • approved the PROJECT, and subject to the following conditions approves the Major Use Special Permit and issues this Permit: FINDINGS OF FACT PROJECT DESCRIPTION: The proposed PROJECT is a mixed-use development consisting of residential and commercial uses to be located at approximately 1432, 1438, 1440, 1.450 and 1460 Brickell Avenue, 1435, 1443, 1451-1453-1455, 1465, 1475-1477 and 1485 South Miami Avenue and 1 Southeast 15th Road, Miami, Florida. The PROJECT is located on a gross lot area of approximately 5.06 acres feet and a net lot area of approximately 3.6 acres of land (more specifically described on "Exhibit B," incorporated herein by reference). The Project's Conceptual Plan is attached hereto as "EXHIBIT C," and incorporated herein by reference, as amended "EXHIBIT D," also attached hereto and incorporated herein reference. The proposed PROJECT, as modified, will consist of no more than 840-773 residential units with accessory recreational. space, 2,23 36,554 square feet of retail and other nonresidential uses. The project will also consist of 1,224 1,400 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 Page 2 of 12 1 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, but is not exclusively limited to, the following lower ranking Special Permits and variances: CLASS I SPECIAL PERMIT as per Article 9, Section 906.6 for active recreational facilities (including a swimming pool); CLASS I SPECIAL PERMIT to permit staging and parking during construction (to be approved prior to obtaining a building permit from Planning); CLASS I SPECIAL PERMIT for Development Signs when combined with construction signs; CLASS I SPECIAL PERMIT as per Section 915.2 for FAA clearance letter; CLASS I SPECIAL PERMIT as per Article 9, Section 917.1.2, of Zoning Ordinance No. 11000 for Valet Service; 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 as per Article 6, Section 605.3.1 for a temporary construction fence and covered walkway; CLASS II SPECIAL PERMIT as per Article 6, Section 605.3.1 for a temporary construction trailer; Page 3 of 12 0 • CLASS II SPECIAL PERMIT as per Article 15 for uniform signage guides and standards; CLASS II SPECIAL PERMIT as per Article 15 for waiver of certain pedestrian pathway requirements; CLASS 11 SPECIAL PERMIT as per Section 908.2 for access from a public street or roadway width greater than. 25 feet; CLASS II SPECIAL PERMIT as per Article 9, Section 923 for reduction in loading berth dimensions (as specified in the application); Special Exception as per Article 6, Sec. 605 to allow bar/lounge open to the public within the SD -5 District; Special Exception as per Article 9, Sec. 917.1.2 to allow valet parking for restaurant up to 500 of existing off- street parking spaces; Certificate of Appropriateness for ground disturbing activity in an archeological conservation area (city Code Section 23-5a); Reservation of Downtown Development of Regional Impact (DRI) credits (City Code Chapter 13); Designation as a phased project, pursuant to Section 2502 of Zoning Ordinance 11000, as amended. Waiver from the City Commission for the following: Page 4 of 12 2"') 0 1. Noise Ordinance during the required concrete pours for construction of the building (City Code Chapter 36). Pursuant to Articles 13 and 17 of Zoning Ordinance No. 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 PROJECT shall be constructed substantially in accordance with the Phased Project Development Program's Conceptual Site Plan dated November 8, 2000, entitled "Park Place at Brickell -- 2 Tower Scheme 1 - Site Plan - All Phases" ; , as amended by plans on file prepared by Bermello & Ajamil, dated September 2001, landscape plan shall be im lemented substantially in accordance with plans and design schematics on file prepared by Bermello & Ajamil, 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 modifications shall be subject to the review and approval of the Page 5 of 12 Er � Director of the Department of Planning and Zoninq prior to the issuance of any building permits. The PROJECT conforms to the requirements of the SD -5 zoning District, as contained in Zoning Ordinance No. 11000. The existing comprehensive plan future land use designation allows the proposed mix of commercial and residential 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 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 Planning Director why such recommendations are impractical. Page 6 of 12 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. S. 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. Record the following in the Public Records of Miami -Dade County, Florida, prior to the issuance of a shell permit: (a) 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 in perpetuity; (b) a certified copy of the development order specifying that the Development Order runs with the land and is binding on the Page 7 of 12 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. Provide the Department of Public Works with plans for proposed sidewalk and Swale area improvements for its review and approval prior to the issuance of a building permit. 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. 11. Pursuant to the Departments of Fire -Rescue and General Services Administration, the roof area of the proposed structures shall be made available to the City of Miami for any necessary communications equipment at no charge to the City. Page 8 of 12 F E�--`)3 12. 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. 13. 14. Prior to the issuance of a shell permit, the APPLICANT shall submit an interim plan, including a landscape plan, which addresses design details for the land occupying Phases II and III of this project in the event that these future phases are not developed; said plan shall include a proposed timetable and shall be subject to review and approval by the Director of the Planning and zoning Department. 15. Prior to the issuance of any building permits for each future phase of this project, the applicant shall conduct updated traffic studies that shall include recommendations Page 9 of 12 shall submit final design derzails moreld-ing ffla peria1B! a simpl�reA eel:oi�e heme, the grejeets ee-lutien fer ui-b and final 1andse and lighting plan, 4=-e theme LZp%f�1 thePann�nq and Zoning Department5—€ems review ante' appreval, 14. Prior to the issuance of a shell permit, the APPLICANT shall submit an interim plan, including a landscape plan, which addresses design details for the land occupying Phases II and III of this project in the event that these future phases are not developed; said plan shall include a proposed timetable and shall be subject to review and approval by the Director of the Planning and zoning Department. 15. Prior to the issuance of any building permits for each future phase of this project, the applicant shall conduct updated traffic studies that shall include recommendations Page 9 of 12 0 • for mitigation, including signalization options for the area. 16. The applicant shall continue to work with the Planning and Zoning Department in refining the design details of _the proposed project; the Director of the Planning and Zonina Department shall a2prove all such refinements. 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 Page 10 of 12 ., Review Beard. D-eve-16— 16. The applicant shall continue to work with the Planning and Zoning Department in refining the design details of _the proposed project; the Director of the Planning and Zonina Department shall a2prove all such refinements. 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 Page 10 of 12 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 complies with local land development regulations and further, pursuant to Section 1703 of Zoning Ordinance No. 11000: (1) the PROJECT will have a favorable impact on the economy of the City; and (2) the PROJECT will efficiently use public transportation facilities; and (3) the PROJECT will favorably affect the need for people to find adequate housing reasonably accessible to their places of employment; and (4) the PROSECT 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 Page 11 of 12 1233 • r -I L (8) any potentially adverse effects of the PROJECT will be mitigated through conditions of this Major Use Special Permit. The proposed development does not unreasonably interfere with the achievement of the objectives of the adopted State Land Development Plan applicable to the City of Miami. Pursuant to Section 1305 of Zoning Ordinance No. 11000, the specific site plan aspects of the PROJECT i.e., ingress and egress, offstreet parking and loading, refuse and service areas, signs and lighting, utilities, drainage and control of 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 12 of 12 �;3 EXHMrr "1" 0 EXHIBIT "B". 2I, L?f INE f�'/BUCR�CGbPOS OF TII�' fYlBL/C r��C D�rLW1 (�U �G4rT,5.e'EGF, '. RECQ,PO�'D I.v�dT,�a"/.4T f�1G' //T3: FLOR1Lb4. ft" 22 00 T IP ffl- jpWA 27 2Y j Ll) 'W dw F=K 0 AMF. 11 J.1--1 3 3 f' fl 1 I !` Entry Driveway and Landscaped Plaza Tower 2 sou ni1.ClJ,YAYEKWE Tower Z Parking Garage G� Phase I: i Tower 1 .,m stories, 420 amt. I R.sidanid7oww @ 30 ilaara i + 10Sk*yHaor+01r8Wv+6cf raridrp 0 630 apaws &-wM ImJ iA ® A "n t 7,000 d Parking Garage = Phosa 2 Tower 2.40 Sipriere. 420 ,,.4 I4t 4nfdTawo @ 30 Boon I i0 3ory Bess with 8 Letials of -- rarl�a�aaa>pr>�. *� C,,.,d Lad iialod 0a 13MO i 4e4}} 1 I Residential Tower Parking Garage nLandscaped Plaza TaW unu — a4o unib Tocol iWd1— oppnmL 20,000 s.F Told FaWn0 — 1,460 spaces - ---------- -- - - r�ww -----� �aIN r T • 1. Legal Description: 2. Address: 3. Zoning Classification 4. Lot Area: 5. Density: 0 PARK PLACE AT BRICKELL EXHIBIT "D" Substantial Modification To MUSP 00-1036 6. Allowable Area: Floor Area Ratio (FAR) Project Data Sheet See Exhibit "1" , Section "B" in the Application for Major Use Special Permit for legal description. 1450 Brickell Avenue SD -5 District Gross Area Net Area 5.06 acres or 3.6 acres or 220,664 sq, ft. 157,177 sq. ft. Units/Acre Allowed Units/Acre Provided 500 units/acre 214 units/acre Allowed Provided (4.25 x G.L.A.) 969,416 s.f. P.U.D. Bonus (20% G.L.A.) 937,882 s.f. + 187,564 s.f. 1,125,386 s.f. 7. Loading Berths: Required 8 loading berths 12 ft. x 35 €t. 8. Height: Allowed Unlimited Unlimited 153' - 6"" (325% of tower) 9. Building Footprint: Allowed N/A 10. Unit Breakdown Phase l -367 Phase II - 406 Total -773 Provided 6 loading berths 12 ft. x 35 ft. 4 loading berths 10 ft. x 20 ft. Provided Phase One 438 ft. 8 in. Phase Two 438 ft. 8 in. Parking 125 ft. 0 in. Provided 90,367 s.f. 1 Project Data Sheet (cont.) 11. Number of Parking Spaces: Required Provided 865 minimum 1,400 spaces Handicapped spaces Required Provided 17 spaces 32 spaces 12. Open Space: Required Provided 30,099 s.f. 107,277 s.f. 15 % G.L.A. 48% G.L.A. 13. Setbacks: Required Provided Brickell Avenue (Front) 30 ft. 30 ft. S. Miami Ave. (Side) 15 ft. 15 ft. SE 15 Rd. (Side) 15 ft. 15 ft. Interior Yard (North) 15 ft. 125'-2" Phase 1115'-0" Phase 2 Interior Yard (West) *7 ft. 6 in. 7 ft. 6 in. Interior Yard (South) 15 ft. 15 ft. *As per Article 25, "definitions", for yards, interior yards, credit for adjacentt, Page 719 of the City of Miami Zoning Ordinance. ' J-00-857 11/16/00 rr�� � RESOLUTION NO. r11'" A RESOLUTION OF THE MIAMI CITY COMMISSION, WITH ATTACHMENTS, APPROVING WITH CONDITIONS, A MAJOR USE SPECIAL PERMIT PURSUANT TO ARTICLES 5, 13 AND 17 OF ZONING ORDINANCE NO, 11000, FOR THE PARK PLACE AT BRICKELL PROJECT, A PHASED PROJECT TO SE LOCATED AT APPROXIMATELY THE NORTHWEST CORNER OF THE INTERSECTION OF BRICKELL AVENUE AND SOUTHEAST 15TH ROAD, MIAMI, FLORIDA, TO BE COMPRISED OF NOT MORE THAN 840 RESIDENTIAL UNITS', ACCESSORY RECREATIONAL SPACE, 22,823 SQUARE FEET OF RETAIL AND OTHER NONRESIDENTIAL USE AND 1,224 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 June 7, 2000, the applicant, Park Place, LLC, (hereinafter referred to as the "APPLICANT"), submitted a complete Application for a Major Use Special Permit for the Park Place at Brickell Project (hereinafter referred to as the "PROJECT") pursuant to Articles 5, 13 and 17 of Zoning Ordinance No. 11000, for the property located at approximately the northwest corner of Brickell Avenue and Southeast :eisth Road, Miami, Flvr-,da, ae legally described on. "Exhibit B", at CITY, C0: -1:1010N a. rrOV A G." n I 07 I 15x / 6 f! /Y sJ I — 1233 �.r._ hereto and in "Exhibit A", the Development Order attached hereto and made a part hereof by reference; and 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 on May 2.4, 2000, to consider the proposed PROJECT and offer its input; and WHEREAS, the APPLICANT has modified the proposed PROJECToto address the expressed technical concerns raised at said Large Scale Development Committee meeting; and WHEREAS, the Urban Development Review Board met on July 12, 2000 to consider the proposed PROJECT and recommended approval, with conditions as specified in the attached Development Order of the PROJECT; and WHEREAS, .the City of Miami Zoning Board, at its meeting held on September 1.1, 2000, Item No. 6, following an advertised public hearing, adopted Resolution No. ZB 2000-0353 by a vote of nine to zero (9-0), RECOMMENDING APPROVAL of the Major Use Special Permit Development Order as set forth in "Exhibit All, attached hereto and made a part hereof; and WHEREAS, the Miami Planning Advisory Board, at its meeting held on September 20, 2000, Item No. 3, following an advertised Page 2 of 8 c.).—��`33 �1 public hearing, adopted Resolution No. PAB 45-00 by a vote of five to one (5-1), RECOMMENDING APPROVAL of the Major Use Special Permit Development Order with conditions as specified by City staff; and WHEREAS, the City Commission deems it advisable and in the best interest of the general welfare of the City of Miami to issue a Major Use Special, Permit Development Order as hereinafter set forth; NOW, THEREFORE, BE IT RESOLVED BY THE COMMISSION OF THE CITY OF MIAMI, FLORIDA: Section 1. The recitals and findings contained in the Preamble to this Resolution are hereby adopted by reference and incorporated as if fully set forth in this Section. Section 2. A Major Use Special Permit Development Order, attached hereto as "Exhibit A" and made a part hereof, is hereby approved subject to the conditions specified in said Development Order, per Article 17 of Zoning Ordinance No. 11000, for the Park Place at Brickell Project (hereinafter referred to as the "PROJECT") to be ' developed by Park Place, LLC, ("APPLICANT"), at approximately the northwest corner of Brickell Avenue and Southeast 15th Road, Miami., Florida, more particularly described on "Exhibit B", attached hereto and made a part hereof. Page 3 of 8 V Section 3. The PROJECT is hereby approved as a phased development for the construction of up to 840 residential units, with accessory recreational space, 22,823 square feet of retail and other nonresidential uses and 1,224 parking spaces. 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, attached as "Exhibit All hereto and incorporated herein. Section 5. The findings of fact set forth below are hereby made with respect to the subject PROJECT: a. The PROJECT is in conformity with the adopted Miami Comprehensive Neighborhood Plan 1989-2000, as amended. b. The PROJECT is in accord with the SD -5 Zoning 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 IJ-�3 Page 4 of 8 �� n C:l e considered administratively during the process of issuing a building permit and a certificate of occupancy. Phase T of the PROJECT is expected to cost approximately $243 million, and to employ approximately 375 workers during construction (FTE); the PROJECT will also result in the creation of approximately 160 permanent new jobs. The PROJECT will generate approximately $3.3 million annually in tax revenues to local units of government (2000 dollars). 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 PRamcr will favorably affect the need for people to find adequate housing reasonably accessible to their places of employment; (5) The PR=CT will efficiently use necessary public facilities; Page 5 of 8 (6) The PRQTECT will not negatively impact the environment and natural resources of the City of Miami; (7) The PR=CT will not adversely affect living conditions in the neighborhood; (8) The PROJECT will not adversely affect public safety; (9) Based on the record presented and evidence Presented, the public welfare will be served by the PROJECT; and (I0) Any potentially adverse effects of the PROJECT arising frorn 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 binding upon the APPLICANT and any successors in interest. Section 7. The application for Major Use Special Permit, which was submitted on June 7, 2000, and on file with Page 6 of 41-1233 the Department of Planning and Zoning of the City of Miami, Florida, shall be relied upon generally for administrative interpretations and is made a part hereof by reference. Section 8. The City Manager is hereby directed to instruct the Director of the Department of Planning and Zoning to transmit a copy of this Resolution and attachments to the developers: Adrienne Pardo, Esq. on behalf of Park Place, LLC, 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 for the Park Place at Brickell Project, which ,is attached hereto as "Exhibit A Section 10. The Major Use Special Permit Development Order for the Park Place at Brickell Project ("Exhibit A") is hereby 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. Page 7 of 8 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. 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.11 PASSED AND ADOPTED this 16th day of November 2000. JOE CAROLLO, MAYOR Iw cccO c with M':-'.rrl, L uv? Se',. 2-367. sjr-. _:n thy? M.ac,cr &d urG�::ri 2 , bi c•� ...ly ,i �.1 t1. �; p;�}�i; ;.�ln. �ii-w .. .j ., '� �.�.. .. .i .IG Z ATTEST: r£ r"-ny same, wsthoL; tine fJ,aygr' Gxeresoing tire' Irv�,t r j. Foe :.s•,, ity Clark WALTER J. FOEMAN, CITY CLERK APPROV A TO F03M„"�AND . C CTNESS oZITY ATTORNEY W4731 MM:mea:BSS '-� 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. J Page 8 of 8 • "EXHIBIT A" • ATTACHMENT TO RESOLUTION NO. 00 - DATE: PARK PLACE AT BRICKELL PROJECT MAJOR USE SPECIAL PERMIT DEVELOPMENT ORDER Let it be known that pursuant to Articles 5, 13 and 17 of Ordinance No. 11000, the Zoning Ordinance of the City of Miami, Florida, as amended, the Commission of the City of Miami, Florida, has considered in a public hearing, the issuance of a Major Use Special Permit for the Park Place at Brickell Project (hereinafter referred to as the "PROJECT") to be located at approximately the northwest intersection of Brickell Avenue and SE 15th Road, Miami, Florida; see legal description on "Exhibit B", attached hereto and made a part hereof; said legal description is subject to any dedications, limitations, restrictions, reservations or easements of record. After due consideration of the recommendations of the Planning Advisory Board and after due consideration of the consistency of this proposed development with the Miami Comprehensive Neighborhood Plan, the City Commission has approved the PROJECT, ;,Ji -1233 Page 1 of 12 �N 0 • and subject to the following conditions approves the Major Use Special Permit and hereby issues this Permit: FINDINGS OF FACT PROJECT DESCRIPTION: The proposed Park Place at Brickell Project is a residential/mixed use development to be located at approximately the northwest intersection of Brickell Avenue and SE 15th Road, Miami,. Florida; ("PROJECT"). The PROJECT is located on a gross lot area of approximately 5.06 acres and a net lot area of approximately 3.6 acres of land (more specifically described on "Exhibit B", incorporated herein by reference). The Concept Plan for the PROJECT is attached hereto as "EXHIBIT C", and incorporated herein by reference. The proposed PROJECT will consist of no more than 840 residential units with accessory recreational space, 22,823 square feet of retail and other nonresidential uses. The PROJECT will also provide a total of 1,224 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. v Page 2 of 12 The Major Use Special Permit Application for the Park Place at Srickell' Project also encompasses the following lower ranking Special Permits and Variance: CLASS I SPECIAL PERMIT as per Article 9, Section 906.6 for active recreational facilities (including a swimming pool); CLASS I SPECIAL PERMIT to permit staging and parking during construction (to be approved prior to the issuance of a building permit; CLASS I SPECIAL PERMIT for Development Signs when combined with construction signs; 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 Section 91.5.2 for FAA clearance letter; CLASS 11 SPECIAL PERMIT as per Article 6, Section 605.3.1 for development of new construction within the Special District; CLASS II 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 6, Section 605.3.1 for a temporary construction trailer; CLASS II SPECIAL PERMIT as per Article 15 for uniform signage guides and standards; Page 3 of 12 CLASS II SPECIAL PERMIT as per Article 15 for waiver of certain pedestrian pathway requirements; CLASS II SPECIAL PERMIT as per Section 908.2 for access from a public street or roadway width greater than 25 feet; CLASS II SPECIAL PERMIT as per Article 9, Section 923 for reduction in loading berth dimensions (as specified in the application); Special Exception as per Article 6, Sec. 605 to allow bar/lounge open to the public within the SD -5 District; Special Exception as per Article 9, Sec. 917.1.2 to allow valet parking for restaurant up to 5096 of existing off- street parking spaces; variance pursuant to Zoning Ordinance 11000, as amended, Article 6, Section 605, for one ground level setback requested along the interior yard (adjacent to the existing alleyway) reduced from the required 151-0" to 6' -6"/ - Variance pursuant to Zoning Ordinance 11000, as amended, Article 6, Section 605, for one ground level setback requested along the north interior yard reduced from the required 151-0" to 3;" Certificate of Appropriateness for ground disturbing activity in an archeological conservation area (City Code Section 23-5a); L�-1 X33 Page 4 of 12 *� Reservation of Downtown Development of Regional Impact (DRI) credits (City Code Chapter 13); Designation as a phased project, pursuant to Section 2502 of Zoning Ordinance No. 11000, as amended. Waiver from the City Commission for the following: 1. Noise Ordinance during the required concrete pours for construction of the building (City Code Chapter 36). Pursuant to Articles 13 and 17 of Zoning Ordinance No. 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 PROJECT shall be constructed substantially in accordance with the Phased Project Development Program's Conceptual Site Plan dated November 8, 2000, entitled "Park Place at Hrickell - 2 Tower Scheme I - Site Plan - All Phases"; all 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. Page 5 of 12 P kj 0 • The PROJECT conforms to the requirements of the SD -5 Zoning District, as contained in Ordinance No. 11000, the Zoning Ordinance of the City of Miami, Florida, as amended. The existing comprehensive plan future land use designation 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 Zoning, prior to commencement of construction, demonstrating how the Police Department recommendations, if any, have been incorporated into the PROJECT security and Page 6 of 12 construction plans, or demonstrate to the Planning Director 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. Record the following in the Public Records of Miami -Dade County, Florida, prior to the issuance of a shell permit; (a) 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 in perpetuity; (b) a certified copy of the development order specifying that the 4 Page 7 of 12 -. -� 33 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 condominium requirements and has been approved for such by 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. Provide the Department of Public Works with plans for proposed sidewalk and swale area improvements for its review and approval prior to the issuance of a building permit. 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 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. 11. Pursuant to the Departments of Fire -Rescue and General Services Administration, the roof area of the proposed structures shall be made available to the City of Miami for any necessary communications equipment at no charge to the City. Page 8 of 12 12. 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. 13. Pursuant to the condition from the Urban Development Review Board, the APPLICANT shall submit final design details, including materials, a simplified color scheme, the projects solution for urban design from a pedestrian scale as well as from a distance, and final landscape and lighting plan, to the Director of the Planning and Zoning Department for review and approval, prior to the issuance of a building permit. 1.4. Prior to the issuance of a shell permit, the APPLICANT shall submit an interim plan, including a landscape plan, which addresses design details for the I -and occupying Phases II. and SII of the PROJECT in the event that these future phases are not developed; said plan shall include a proposed timetable and shall be subject to review and approval by the Director of the Planning and Zoning Department. 15. Prior to the issuance of any building permits for each future phase of the PROJECT, the APPLICANT shall conduct updated traffic studies that shall include recommendations --�2' Page 9 of 12 for mitigation,, including signalizati.on options for the area. 16. Apply for a substantial modification review and approval for each of the phases proposed within this Major Use Special Permit; each phase shall require approval of the design component including right-of-way improvements, fagade, treatment, signage, lighting, etc.; no phase of the project shall be constructed until such time that said approvals are obtained; said approvals shall require all customary reviews required for a Major Use Special Permit, including the Planning Advisory Board, Large Scale Development Committee and the Urban Development Review Board. 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. ti.. -1 233 Page 10 of 12 • 0 CONCLUSIONS OF LAW The Parr Place at Bricker. Project, proposed by the applicant, Park Place, LLC, complies with the Miami Comprehensive Neighborhood Plan 1989-2000, is consistent with the orderly development and goals of the City of Miami, and complies with local land development regulations and further, pursuant to Section 1703 of Zoning Ordinance No. 11000: (1) the PROJECT will have a favorable impact on the economy of the City; and (2) the PROJECT will efficiently use public transportation facilities; and (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 Page 11 of 12 -� 0 (8) any potentially adverse effects of the PROJECT will be mitigated through conditions of this Major Use Special Permit. The proposed development does not unreasonably interfere with the achievement of the objectives of the adopted State Land Development Plan applicable to the City of Miami. Pursuant to Section 1305 of Zoning Ordinance No. 11000, the specific site plan aspects of the PROJECT, i.e., ingress and egress, offstreet parking and loading, refuse and service areas, signs and lighting, utilities, drainage and control of 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. -x.233 Page 12 of 12 �u EXHIBIT "I" 0 EXHIBIT 44B99. lzaw DF,�C,2/PT/ou/ TkF SXt#h ac L07-9 "Wo Lors 9 Meals 6ar�J,vayslvF;,ova_ ASD MApEW B,pIC.IL `S ,4DDJTJ4,c/Td Tf1'.NApOf �1/.aclJ ; s1C7�?RD 4 TJI�'fi48Ta Ri17,741 25,V Wx-OV salm �TBw^OX B'.cIT Pd0c' //3, 4iHe,AMleReeo,WS X WA-rQWU.uTy, Ma 4. LOTS /(,A A410 IGS, "W/LkI.US6W S SUED/YISIOW�D 2I, Df 1J/�' fYlBL/CRSCl.ZpDSOf TXt�' fY1BL/CRBCL7RLl5'Q�/Ll4L'G'QUO AV PG4TThC�RFDf' '. .4 SCQ�p�'DI.(/fT,�./.41"J6S ,cIT}; FlWRIQ4. s�cnov,�9, Tt1W1lS,�/!P 5a SOLl%I/, .�vGShc QST CITY 4F M/d,�11, FId�/LZ4. /W.,�'00�2w. �c a p .. � s+l IlC'cr�ni �►,w. C oi_1233 7 , , , , 1! i rf 1 Entry Driveway and Landscaped Plaza EsiiQ+SL AY[3�iE Tower 2 Tower 1 Parking Garage Parking Garage taxna�� eesrrao,�u�nr�r '—" Residential Tower El Parking Garage nlandscaped Plaza Phase I iTower 1 - to Skwb s. 420 urls 1 RmidmidTcmw @ 30 fioo.s + l0 "arty Bears ,nih 8 0"4 cd ?Qd * Q @ 630quams crate Land K" ® TAW LI Phase 2 jTuwef s - 40 Slone., 420 un'13 R*WmfdTww Q 30 Rous 10 dory Bma wBh 8 Leweds a! Padkirm @ 630 ypaoss 1 Tofu) un U — W unitr Total Roksl = approw- 26,000 &L Toted Fm Wag — 1,260 spaces f�1t�f� APPLICANT HEARING DATE REQUEST/LOCATION LEGAL DESCRIPTION PLANNING FACT SHEET Adrienne Pardo, Esq. for Park Place at Brickell, LLC. October 17, 2001 PZ -2 Approximately 1432, 1438, 1440, 1450 and 1460 Brickell Avenue, 1435, 1443, 1451-1453-1455, 1465, 1475-1477 and 1485 South Miami Avenue and 1 SE 15th Road Complete legal description on file with the Hearing Boards Office. PETITION Consideration of approving a Major Use Special Permit, substantial modification, for the Park Place at Brickell Project located at approximately 1432, 1438, 1444, 1450 and 1460 Brickell Avenue, 1435, 1443, 1451-1453-1455, 1465, 1475-1477 and 1485 South Miami Avenue and 1 SE 15th Road, in order to allow a mixed-use development project consisting of 773 residential units, with accessory recreational uses, 36,554 sq. ft. of retail/nonresidential space, and 1,400 parking spaces. PLANNING RECOMMENDATION Approval with conditions. BACKGROUND AND ANALYSIS See attached for background and analysis. PLANNING ADVISORY BOARD Approval with conditions VOTE: 7-0 CITY COMMISSION NIA APPLICATION NUMBER 01-057 Item #5 CITY OF MIAMI • PLANNING AND ZONING DEPARTMENT 444 SW 2ND AVENUE, 3RA FLOOR • MIAMI, FLORIDA, 33130 PHONE (305) 416-1400 .......i.._..._...__._..-_-..�................__.... Page 1 Date: 1 0-1-9-1-2-0-0-1 Analysis for major Use Special Permit for the PARK PLACE AT BRICKELL PROJECT located at approximately the northwest corner of Brickell Avenue and SE 15`" Road CASE NO. 2001-057 Pursuant to Ordinance 11000, as amended, the Zoning Ordinance of the City of Miami, Florida, the subject proposal for the Park Place at Brickell Project has been reviewed to allow a substantial modification to an approved Major Use Special Permit. This Permit also includes the following requests: CLASS I SPECIAL PERMIT as per Article 9, Section 906.6 for active recreational facilities (including a swimming pool); CLASS I SPECIAL PERMIT to permit staging and parking during construction (to be approved prior to obtaining a building permit from Planning); CLASS I SPECIAL PERMIT for Development Signs when combined with construction signs; 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 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 I1 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 6, Section 605.3.1 for a temporary construction trailer; CLASS II SPECIAL PERMIT as per Article 15 for uniform signage guides and standards; CLASS II SPECIAL PERMIT as per Article 15 for waiver of certain pedestrian pathway requirements; CLASS II SPECIAL PERMIT as per Section 908.2 for access from a public street or roadway width greater than 25 feet; CLASS II SPECIAL PERMIT as per Article 9, Section 923 for reduction in loading berth dimensions (as specified in the application); Special Exception as per Article 6, Sec. 605 to allow bar/lounge open to the public within the SD -5 District; Special Exception as per Article 9, Sec. 917.1.2 to allow valet parking for restaurant up to 50% of existing off-street parking spaces; • 0 Certificate of Appropriateness for ground disturbing activity in an archeological conservation area (city Code Section 23-5a); Reservation of Downtown Development of Regional Impact (DRI) credits (City Code Chapter 13); Designation as a phased project, pursuant to Section 2502 of Zoning Ordinance 11000, as amended. Waiver from the City Commission for the following: 1. Noise Ordinance during the required concrete pours for construction of the building. 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 modification to the development program which will result in a mixed-use development project consisting of 773 residential units (to be located in two towers), 36,554 sq. ft. of nonresidential uses, and a total of 1,400 parking spaces, for the property located at approximately the northwest corner of Brickell Avenue and SE 15`h Road within the Brickell area (see attached legal description, location maps and aerial photographs for exact property boundaries). In determining the appropriateness of the proposed modification to the residential project, the Planning and Zoning Department has referred this project to the Large Scale Development Committee (LSDC), the City of Miami Preservation Officer, and the Urban Development, Review Board (DDRB) for additional input and recommendations; the following findings have been made: • It is found that the proposed retail and residential development project will benefit the Downtown District by creating new housing opportunities in the Central Brickell area to serve Downtown. • It is found that the subject property has convenient access to public transit that makes it ideally suited for residential and retail as a mixed use to serve the downtown area. • It is found that the City of Miami Preservation Officer reviewed the project and that a recommendation was made that archeological monitoring be conducted in the manner set forth in the condition described below. 0 • • 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 and a covenant shall be required for any nonstandard improvements to be made on public rights-of-way. It is found that the UDRB has recommended approval of the proposed project, pursuant to a public meeting held on September 19, 2001. The applicant shall submit a parking plan for construction employees, including an operational plan for construction activity and enforcement; said parking plan shall be subject to the review and approval by the Department of Planning and Zoning prior to the issuance of any building permits. • It is found that, as a phased development project, it is difficult, if not impossible, for the developer to anticipate levels of actual future development and associated traffic impacts associated with such development. In order to adequately ensure that adverse impacts to the Brickell area will not occur, the Planning and Zoning Department would recommend that a condition be added to this development order which requires the applicant to conduct updated traffic studies prior to obtaining building permits for each subsequent phase of this project. The subject traffic studies should include recommendations for mitigation, including signalization options for the area. It is found that the Department of Planning and Zoning is in concurrence with these comments and will require compliance with the above referenced conditions prior to the issuance of any building permits for the proposed project; it is also recommended that the applicant continue working with the Planning and Zoning Department to further refine design details for the project. 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 Department of Planning and Zoning 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 tolthe issuance of shell 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 0 0 perpetuity or completion of the State of Florida condominium process which assures the same compliance. 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, the property requires re -platting and plans for proposed sidewalk and Swale area improvements prior to the issuance of a building permit and a covenant shall be required for any nonstandard improvements to be made on public rights-of-way. 3. The applicant shall submit a parking plan for construction employees, including an operational plan for construction activity and enforcement; said parking plan shall be subject to the review and approval by the Department of Planning and Zoning prior to the issuance of any building permits. 4. 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 Dade County Archeologist and shall provide reports to both that office and to the City. 5. Prior to the issuance of a shell permit, the APPLICANT shall submit an interim plan, including a landscape plan, which addresses design details for the land occupying Phases II and III of this project in the event that these future phases are not developed; said plan shall include a proposed timetable and shall be subject to review and approval by the Director of the Planning and Zoning Department. 6. The applicant shall conduct updated traffic studies prior to obtaining building permits for each future phase of this project. The subject traffic studies should include recommendations for mitigation, including signalization options for the area. 7. The applicant shall continue to work with the Planning and Zoning Department in refining the design, details of the proposed project; the Director of the Planning and Zoning Department shall approve all such refinements. 8. This approval shall also be subject to all additional conditions as specified in the attached Development Order. I--233 0 • RESOLUTION PAB - 87-01 A RESOLUTION RECOMMENDING APPROVAL WITH CONDITIONS, AS SPECIFIED BY STAFF, OF A SUBSTANTIAL MODIFICATION TO AN APPROVED MAJOR USE SPECIAL PERMIT FOR THE PARK PLACE AT BRICKELL PROJECT LOCATED AT APPROXIMATELY 1432, 1438, 1440, 1450 AND 1460 BRICKELL AVENUE, 1435, 1443, 1451-1453-1455, 1465, 1475-1477 AND 1485 SOUTH MIAMI AVENUE AND 1 SOUTHEAST 15M ROAD, IN ORDER TO ALLOW A MIXED-USE DEVELOPMENT PROJECT CONSISTING OF 773 RESIDENTIAL UNITS WITH ACCESSORY RECREATIONAL USES 36,554 SQUARE FEET OF RETAIL/NONRESIDENTIAL SPACE AND 1,400 PARKING SPACES. HEARING DATE: October 17, 2001 ITEM NO. 5 VOTE: 7-0 ATTEST! Gelabert-Sant ez, it c Planning and Zoning Department SA 10 4Z 14 41 t 20 z Sr— S.W. st 0 0 r1p4cl, C I T Y 85 14 Is It so APHCO.4 "W S I T 4 3 Z I oil q cl- ' t&,SCUTN�IIDE E' -E, -W 00 4' 5 0 oo 22 4( w. jt. 13 01 14 f "V .w it 4 ER cd 14- 4k- G 46 qk - y q, Q Ic BELL CrAI SUB- 01, At E r3 E miami cj r Y LIMB'S RA I L R 0 A 1) 3 SPECIAL PUBLIC INTEREST HISTanic PRESERVATION PCDFirRIAN r'ATHWAYS v ji-1233 S a k CIA M 0 CITY OF MIAMI is PLANNING DEPARTMENT APPLICATION FOR MAJOR USE SPECIAL PERMIT (SUBSTANTIAL MODIFICATION) IT IS INTENDED THAT "OR USE SPECIAL PERMITS BE REQUIRED WHERE SPECIFIED USES AND/OR OCCUPANCIES TNVOLVE 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 ARTICLE 17 OF ORDINANCE 11000, AS AMENDED. 771E ZONING ORDINANCE OF THE C17Y OF MUM', 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 AND10R 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 ACTTVITIES TO REGISTER AS A LOBBYIST WITH THE CITY CLERK, PRIOR TO ENGAGING IN G ACTIVITIES TAFF, BOARDS, COMMITTEES THE CITY COMMISSION. A COPY F SAID ORDINANCE S AVAILABLE BEFORE IN THE OFFICE OFTHE CITY CLERK (MIAMI CITY HALL), LOCATED ED AT 3500 AN .AMERICAN DRIVE, MIAMI. FLORIDA, 33333. NOTE. THIS APPLICATION MUST BE TYPEWRITTEIV AND SIGNED IN BLACK INK 1, park Place at Brickell LLC , 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. Property Address: 111 T! „ Nature of proposed use (be specific): Substantial modification to a r per Resolution No. 00-1036 for approval of 773 residential units 36,634 square feet of retail:and 1,400 parking spaces. APPLICATION MATERIALS I attach the following in support and explanation of the application: C 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 4-83 and 4a-83 to application). 0 i APPLICATION MATERIALS (continued) ach the following in support and explanation of the application: E 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). ® 4. Maps of the: a) Existing zoning designation. b) Adopted comprehensive plan designation for areas on and around the property. 29 S. 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. E 6. Concept Pian 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) Now 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. Ll 7. Developmental Impact Study (an application for development approval for a Development of Regional Impact may substitute). �... 8. Other (be specific): ® 9. Pee of $ 5,000 , 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. E$ 10. Additional fee of $ 821.g , , 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: $ 13,219 Signature $5,000 Application Fee $1,150 Advertising Name Adrienne F. Pardo__ Surcharge $7,609 Mailing Labels Address 1221 Brickell. Avenue, Miami, F1 33131 Phone/Fax (305) 579--0683 /(305)961-5683 Date ^ Se tp ember 7, 2001 'AL APPROVAL OF THIS APPLICATION FOR MAJOR USE SPECIAL PERMIT SHALL CONSIST OF AN EXECUTED RESOLUTION BY THE VII CITY COMMISSION AND A DEVELOPMENT ORDER ATTACHED THERETO WHICH SPECIFIES THE CONDITIONS UNDER WHICH THIS A--iOR 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. I� 1- "'33 0 STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this 20 01 1 by Adrienne F. Pardo known to me or who has produced as identification and who did (did not) take an oath. • r day of September who is personally Name: Notary Public -State ffml`oi=ie�f:Yw :,�.Fs Commission No.: ,i �r'.�i L tfli21IA My Commission Expirest'a1-.11mo14 o. rs9 #,k****##f****,rak,►,k�kwikilnHr+F*!F#1MrMrt#*#*********,k lr*******11r#trMnFYrllrVl^kyr*+►!r##*�+kf***�,►*****�#vt******+ww,FinYM�rflr*pie STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this 20 , by a day of of 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 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. 5 day of partner (or agent) on a partnership. Name: Notary Public -State of Florida Commission No.: My Commission Expires: t • 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 7th day of September 20 01 ; 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 of Florida Commission No.: Vic=' '" _ _ a' My Commission Expires:', _19", o e.0 OWNER'S LIST C er's Name Park Place at Brickell, LLC Mailing Address 848 Brickell Avenue, Miami, Fl Zip Code 33131 Telephone Number (305) 371.-5254 Legal Description: Owner's Name Mailing Address Telephone Number Legal Description: Owner's Name Mailing Address Te,ephone Number Legal Description: See attached Exhibit 111" Zip 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: None Street Address Street Address Street Address Legal Description Legal Description Legal Description DISCLOSURE OF OWNERSHIP FOR PARK PLACE AT BRICKELL, LLC 1. Legal description and street address of subject real property: 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. Park Place at Brickell, LLC is owned by: 1. Epsa of America Corp. which is owned by Jose Llorens, individually 90% 2. Park Place at Brickell, LLC which is owned by Alan Ojeda, individually 10% 3. Legal description and street address of any real property (a) owned by any party listed in answer to question #2, and (b) located within 375 feet of the subject real property. None Owner or Attorney for Owner Adrienne F. Pardo STATE OF FLORIDA COUNTY OF MIAMI -DARE The foregoing instrument was acknowledged before me this I day of 2001 by Adrienne F. Pardo who is personally known to me or WTio has produced as identification and who did (did not) take an oath. Name: Notary Public -State of Florida Commission No. My Commission . r - 1 -T T]i Ilr.� j.....:� �...r • 46142 DESCRIORIOVS EXHIBIT "1" • Ills slow it pF LOrB; 00 Ors 91NRU15, 8aryluc�Us�v�; Ago Drs /7r�ev 25, BOrH/,ucLus�v�,B�Dcx99SOUry ;W -5,u - DFD AWP A 6 1CkE1L'S :40&7101,1 TO TH,E MdpOf MYWAf/ , ACCORDNu^ TO 711SPIA7rI/ULro4,.:., Reemxo ///a4r8dOK Iry 'Puy /1.3, OF %HF PUEUC RECORDS OF DdDE CDV.(Iry, f[ORiD4. ! ,QVli ' LOTS /CA 410 48, "P UIV3O// S Sall 0S9w: 011sm? r0 Rye'W r almu 0F, RFCDRDED lvPl,4r804K5/AT PAGE 2/, QF /W,6 RusaCRBCORDS OF 7NE PUBUc 1FwCpRll3 pF DAaECDU,vey,FLORIDA. S�Cr�ou 39, TOW,uSNIP Sd SOUTfI, RA,OG�'dl �'.4$r C�rY OF MI.d�V//, FCDR�DA 1 17 1 II I '.', �. C•SO ':4lh,;w{! F•�.{� Y.; ;, WY '.��; ue�r� ��� .928 s,�17i er��' r.:�•�,�: F:I •• .15,E / 'I,3 ' x:12:- :;II.,?. tl0.`: rN M,4 OfM 4MI" P•8, 3 V. 3 oil •. d• "r, i !r'.' ! n r' w • w yQ 05� i 1.rucrMWw.rn,4cevrrr ^t MV&rPsWt N BuYaAu' Aro+/i "w "mm, n .w(r1rc1��--+- uT I.4 aaaY/dasYG!'�LJ4 q ------- ;r • Folio Numbers: 01-0209-090-1080 01-0209-090-1.090 01-0209-090-1100 01-0209-090-1110 01-0209-090-1120 01-0209.090-1130 01-0209-090-1140 01-0209-090-1150 01-0209-090-1160 01-0209-090-1170 01-0209-090-1180 01-0209-090-2010 Exhibit `12" is ��3 1. 2. 3. 4. PARK PLACE AT BRICKELL Substantia! Modification To MUSP 001036 Project Data Sheet Legal Description: See Exhibit °1" , Section "B" in the Application for Major Use Special Permit for legal description. Address: 1450 Brickell Avenue Zoning Classification: SD -5 District Lot Area: Gross Area Net Area 5.06 acres or 3.6 acres or 220,664 sq. ft. 157,177 sq. ft. 5. Density: 6. Allowable Area: Floor Area Ratio (PAR) 7. Loading Berths: 8. Height: 9. Building Footprint: 10, Unit Breakdown Units/Acre Allowed Units/Acre Provided 500 unitslacre 214 units/acre Allowed Provided (4.25 x G.L.A.) 969,416 s.f. P.U.D. Bonus (20% G.L.A.) 937,882 s.f. f 18764 s.f. 1,125,386 s.f. Required 8 loading berths 12 ft. x 35 ft. Allowed Unlimited Unlimited 153'- 6" (325% of tower) Allowed NIA Phase l -367 Phase Il - 406 Total -773 Provided 6 loading berths 12 ft. x 35 ft. 4 loading berths 10 ft. x 20 ft. Provided Phase One 438 ft. 8 in. Phase Two 438 ft. 8 in. Parking 125 ft. 0 in. Provided 90,367 s.f. Ji -1233 • Project Data Sheet (Cont.) 11. Number of Parking Spaces: Required Provided 865 minimum 1,400 spaces Handicapped spaces Reauired Provided 17 spaces 32 spaces 12. Open Space: Required Provided 30,099 s.f. 107,277 s.f. 15 % G.L.A. 413% G.L.A. 13. Setbacks: Required Provided Brickell Avenue (Front) 30 ft. 30 ft. S. Miami Ave. (Side) 15 ft. 15 ft. SE 15 Rd. (Side) 15 ft. 15 ft. Interior Yard (North) 15 ft. 125'-2" Phase 1115'-0" Phase 2 Interior Yard (West) *7 ft. 6 in. 7 ft. 6 in. Interior Yard (South) 15 ft. 15 ft. *As per Article 25, "definitions"; for yards, interior yards, credit for ad)acentt, Page 719 of the City of Miami Zoning Ordinance. " Jo Park Place At Brickell, Substantial Modification To MUSP 00-1036 Zoning Ordinance no. 11000 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. Park Piace at Brickell is a compelling mixed use phased development providing a grand total of 773 units, 36,554 square feet of ground commercial space and 1,400 parking spaces. The project will consist of two (2) phases. Together, the two (2) phases will create a coherent single project, although each phase will also have the ability to function independently. Phase One consists of 367 residential units, 16,944 square feet of ground floor commercial space and 796 parking spaces. Phase Two consists of 406 residential units, 19,610 square feet of ground floor retail and 604 parking spaces. The project is located on Brickell Avenue in the transition zone between the financial and high rise residential districts. The property abuts three streets: Brickell Avenue to the east, South Miami Avenue to the west, and SE 15`" Road to the south. The north side of the property is adjacent to other interior properties. The property consists of a net [at area of 167,177 square feet or 3.608 acres, The gross lot area is 220,664 square feet or 5.066 acres. The property is located within the SD -5 Zoning District. The property is proximate to the major employment centers of downtown Miami, the City of Coral Gables, and the City of Miami Beach. Its proximity and quick access to transportation networks, including transit, will allow residents to quickly commute to employment centers within the region. A recent study commissioned by the Downtown Development Authority indicates that the potential demand for rental housing in Downtown Miami and the Brickell area is strong. Potential demand for the entire downtown area is estimated at 5,421 units for the period between 1997 and 2005. The Brickell area accounts for approximately 34% of this demand. Recent studies have found that renters in the Brickell area are looking for projects that contain amenities such as security, parking garages, noteworthy architecture, and recreational facilities that are affordable to young professionals. Park Place at Brickell, when completed, will consist of two towers of varying heights: Phase One, with 40 floors at 438'-S", containing 367 residential units; Phase Two, with 40 floors at 438'-8", containing 406 residential units. Both towers include an 8 -story parking garage and a recreation deck. The ground level incorporates retail uses such as restaurants, cafes, convenience stores and specialty boutiques that will cater to residents of Park Place and the surrounding neighborhood. This project will provide a more affordable housing alternative for moderate -income professionals .�" in the Brickell, aro market that is presently under serve,he supply of apartments in this area has recently increased, although for the most part these evelopments cater to higher income professionals, leaving a market void that Park Place will fill. The retail area is primarily oriented to Brickell Avenue and South Miami Avenue. The Phase One parking garage is accessible from South Miami Avenue, while Phase Two is accessible from SE 1511 Road. These locations prevent vehicular traffic associated with the parking garages from directly accessing Brickell Avenue. Each lobby drop-off and pick-up area includes a covered area to provide shelter during inclement weather. Ali entrance drives feature specialty concrete patterns and provide careful attention to detail to provide a rich experience for both the tenant and visitor. Beyond the building's perimeter, the sidewalk area will be lined with a combination of both shade with clusters of palm trees, in relation to ramps and stairs. Specialty paving, landscape furniture, lighting and street icons will provide a true urban streetscape experience. The heart of the streetscape experience will be in the pedestrian plaza at the intersection of SE 15h Road and South Miami Avenue. Covered by a bosque of native canopy and flowering trees, this oasis will provide areas for pedestrian gathering and a delightful area for pedestrian circulation. The focal point of the plaza is a water wall that extends 110 feet along a portion of the southern perimeter of the space. Pedestrian visibility into the plaza from the public sidewalks on SE 151t' Road and South Miami Avenue are an important feature of this urban space. The plaza will include site furniture and custom seating walls for areas to comfortably observe the fountain and to take advantage of the shade of the Boque. The drama of this space will be featured with distinctive lighting of the canopy trees and the water wall. The plaza and the water wall will have a sophisticated palette of specialty paving and concrete finishes to create color, texture and definition of this urban space. All parking garages have security -controlled gates with card key access for tenants and passes for guests, and dedicated elevators providing access to the lobbies. A security desk in the lobby separates these elevators from tower elevator banks. Additionally, all units feature telephone entry and intrusion alarm systems. The .eighth level parking garages provide a total of 400 parking spaces, which supports the residential and ground floor commercial component of the development. The ninth floor houses the private recreational deck, which consists of both indoor and outdoor amenities. The recreational deck is designed to provide two separate functional decks for each phase, or a single "super - recreational deck" that both towers can share. The ground floor of the parking garages house utility facilities such as the Florida Power & Light transformer vault, and the main electrical, mechanical, trash, and telephone rooms. These spaces are centrally located within the ground floor, and are buffered from adjacent streets by retail, restaurants, lobbies and garage entrances. These areas are accessible from the existing alleyway linking 14th Street and Brickell Avenue. Drawings showing the architectural character of the project (elevation and renderings), and the location of intended uses on the site plan 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. The following exhibits are included with the Major Use Special Permit Application: r --233 (1) Aerial: Am photograph of the surrounding area 01cating the project site. (2) Area Context Map/Site Aerial: Map of the project area indicating buildings 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 project's developer is Park Place, LLC. The architects, planners and engineers are Bermello, Ajamil & Partners, Inc. The general information requested is shown under Tab 6 of the Supporting Documents. Several drawings include the following information: (1) Boundaries of the project, any existing streets, buildings, watercourses, easements and section lines. The boundaries and the location of existing streets and easements are shown on the Boundary Survey located under Tab 5 of the Supporting Documents. (2) Exact location of all buildings and structures. The exact location of all existing buildings located on the property is shown on the Boundary Survey under Tab 5. The location of the buildings to be constructed is shown 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. The vehicular parking garage entrances and exits for each tower function independently from the drop-off and pick-up areas for each tower lobby. This prevents parking garage traffic from interfering with drop-off or pick-up traffic, creating a more efficient vehicular transportation flow. The Phase One parking garage is accessible from South Miami Avenue, while Phase Two is accessible from SE 151h Road. These locations prevent vehicular traffic associated with the parking garages from directly accessing Brickell Avenue. Each lobby drop-off and pick-up area includes a covered area to provide shelter during inclement weather. All entrance drives feature specialty concrete patterns and a careful attention to detail to provide a rich experience for both the tenant and visitor. Beyond the building's perimeter, the existing sidewalk area is lined with a combination of both shade and palm trees, specialty paving streetscape furniture and sculpture to provide a true urban experience. The pedestrian circulation within the plaza area and the garage vehicular entrance will be afely separated with canopy street trees and bollards. The vehicular paving surfaces will be upgraded to integral color concrete to relate to the specialty paving colors and finishes within the pedestrian areas. The vehicular and pedestrian circulation areas will be of high quality materials and finishes so that they enhance the pedestrian experience within this important space. Distinctive finishes will be added in the pedestrian crossings for safety. 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 structures are located on the second through ninth floors of the buildings. They contains eight (8) levels of parking with 1,400 parking spaces including 32 handicapped spaces. The plans for the off street parking facility are provided under Tab 6 of the Supporting Documents. The Zoning Ordinance requires four (4) -loading bays of 12 ft. x 35 ft for each phase. A request for a Class 11 permit is included to be able to provide six (6) bays at 12 ft. X 35 ft and a reduction of four (4) bays at 10 ft. X 20 ft. The ground floor of the parking garage houses utility facilities such as the Florida Power & Light transformer vault, and the main electrical, mechanical, trash, and telephone rooms. These spaces are centrally located within the ground floor, and are buffered from adjacent streets by retail, restaurants, lobbies and garage entrances. These areas are accessible from the existing alleyway linking 14th Street and South Miami Avenue. Service areas are shown under Tab 6 of the Supporting Documents. (5) Recreational facilities locations. The roof top deck provides recreational and lap style swimming pools, sunbathing decks, garden planters, covered pergolas, whirlpools, racquet ball courts, squash courts, lawn areas, and open space areas for resident meetings and parties. The south end of the recreation decks provide unobstructed views into the street level plaza and beyond to Simpson Park. The paving materials and finishes will be varied to provide scale and interest as well as safe surfaces for users. Informal seating and gathering areas have been provided near the racquetball and squash courts for relaxing before or after a game. The plant palette includes many palm trees, flowering trees and a variety of native shrubs and ground covers. The recreation terrace is shown under Tab 6 of the Supporting Documents. (6) Screens and buffers. Each of the elegant streetscapes along Brickell Avenue, South Miami Avenue and SE 15 Road distinctly relate to the flavor of the area. Along Brickell Avenue a sophisticated urban streetscape concept relates the elevation along Brickell with the higher elevation of the retail components. The two levels are connected with a series of cascading planters and steps that respond to the changing elevation along the street. The planters will respond in spirit to the bluff with keystone finishes and textures. At both levels canopy trees and palms will provide pedestrian scale and shade. A distinctive specialty paving material will extend from the plaza area at the intersection of South Miami Avenue and SE 15'h Road through the building out to the sidewalk on Brickell Avenue. This paving material will include imbedded shapes that reflect the character of the organic components of keystone. At the intersection of SE 15th Road and Brickeli Avenue a keystone icon will be positioned to reflect the intersection and define the character of the project. These icons will be repeated at intersections and entrance points around the perimeter of the project. At the entrance areas these will include project identification signage. As pedestrians move from Brickell up SE 15' Road they will be shaded by canopy trees, small palms, native shrub and ground cover massings. 4 The plaza at thersection of South Miami Avenue andf 151 Road will be clearly visible from the sidewalk an ccessible from each roadway. See sec on 8 for more description of character of plaza. The streetscape along South Miami Avenue includes native canopy shade trees that will with time reflect the spirit of the Poincianas in the single family area to the south. Keystone icons are located at the corner of South Miami Avenue and SE 15' and at the entrance to the residential tower. The retail component along South Miami Avenue has streetscape areas that will be suitable for outdoor cafe dining. The landscaping and buffer area details are under Tab 6 of the Supporting Documents. (7) Refuse collections areas. Waste collection will be provided by a containerized compactor system located within the service area in each residential tower. In addition, each floor of both towers will have chutes servicing trash and recycling, and each tower will have a ground floor self-contained trash compactor unit and a cardboard recycling bin. These facilities are shown under Tab 6 of the Supporting Documents. (8) Access to utilities and points of utility 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. The various permitted uses include residential, parking, retail and office. A detailed list of the uses included in the project is as follows: Residential building Parking garage Recreational Deck Retail Open area, plazas and exterior courts (2) Ground coverage by structures. Ground coverage by the structures is 41 % 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 provided is 1,400 spaces. Derivation of the numbers of off street parking is shown under Project Criteria, located under Tab 6. (2) Total project density in dwelling units per acre. 2 3 3 Total project density is 214 units per acre where 500 unitter acre is permitted. (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. (!) 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 included under Tab 6 of the Supporting Documents. Typical floor plans for the residential units as well as all elevations and sections are located under Tab 6 of the Supporting Documents. 0) Plans for signs, if any. The project will include "signature" signs for the residential buildings as well as for the retail area. A package of uniform design guidelines will be submitted to ensure that signs are uniformly designed. (k) Landscaping plan, including types, sizes and locations of vegetation and decorative shrubbery, and showing provisions for irrigation and future maintenance. The landscape plans are found under Tab 6 of the Supporting Documents. (1) Plans for recreation facilities, if any, including location and general description of building for such use. The roof top deck provides recreational and lap style swimming pools, sunbathing decks, garden planters, covered pergolas, whirlpools, racquetball courts, squash courts, lawn areas, and open space areas for resident meetings and parties. The south end of the recreation decks provide unobstructed views into the street level plaza and beyond to Simpson Park. The paving materials and finishes will be varied to provide scale and interest as well as safe surfaces for users. Informal seating and gathering areas have been provided near the racquetball and squash courts for relaxing before or after a game. The plant palette includes many palm trees, flowering trees and a variety of native shrubs and ground covers. The recreation terrace is shown under Tab 6 of the Supporting Documents. (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 FAR pians under Tab 6 of the Supporting Documents. The drawings covering the roof and mechanical, electrical and plumbing rooms are included underTab 6 of the Supporting Documents. Ji -123 2. 01 (n) Such addition Rdata 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 as well as floor plans showing the parking garage, the service areas and the retail and residential units are located under Tab 6 of the Supporting Documents. Section 1702.2.1 General Report (1) Property ownership or ownership and beneficial interest within the boundaries of the area proposed for Major Use Special Permit. Statement of Ownership and beneficial interest within the boundaries of the area proposed for Major Use Special Permit is 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 Boundary Survey is 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. (5) Materials to demonstrate the relationship of the elements listed in (4) preceding to surrounding area characteristics. The Drawings submitted with this Application are located under Tab 6 of the Supporting Documents. (6) Existing zoning and adopted comprehensive plan designations for the area on and around the lands proposed for Major Use Special Permit. The existing zoning designation for the property pursuant to City of Miami Ordinance No. 11000, is SD -5 (Brickell Area Residential -Office District). Page 37 of the Zoning Atlas Map is located in Article 1, and indicates the existing and surrounding zoning. The comprehensive plan future land use designation for the property is Restricted Commercial. The zoning and the comprehensive plan designation are consistent with one another. 3. Section 1702.2.2 Major Use Special Permit Concept Plan. (a) Relationships of the concept plan to surrounding, existing and proposed future uses, activities, systems, and facilities (transportation, recreation, view corridors, pedestrian systems, service systems and similar uses). -1233 Article li contact a written narrative of this projectning proposed uses, activities and architectural character. This narrative also contains de�ptions of the project's relationship to traffic, pedestrian movements, and transportation access. Building elevations and sections showing the proposed materials, vertical profile and height, and orientation to streets is included in the Drawings submitted with this Application. The fist 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 (Brickeil Area Residential -Office District) zoning district designated for this property. The comprehensive plan future land use designation conforms to 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 114 -mile of the site, or an area including the major intersections to be impacted by the site, whichever is larger. The Traffic Impact Analysis is included under Tab 2 of the Supporting Documents. (b) Economic impact data shall be provided, including estimates for construction costs, construction employment and permanent employment and shall demonstrate that the proposed development is favorable to the economy, public services, environment and housing supply of the City. The Economic Impact Study is included under Tab 4 of the Supporting Documents. (c) A housing impact assessment. There will be 773 residential units within the development. The average rental price will range from $1,104 to $2,000 per month. (d) A description of proposed energy conservation measures shall be provided, including only those measures that are proposed in addition to the minimum requirements in State Energy Code. Architecturally, the building envelope will be comprised of insulated walls and roof. Lightly tinted glass will be used throughout the building. Electrically, all exterior and landscape lighting will be controlled by means of time clocks and photocell switches. Energy saving lamps, ballasts and fixtures are being considered at cores and public spaces. (e) Historic Buildings There are no existing historic structures located on the property. (f) Environmental Impacts The property is located within an archaeological preservation district. --1233 Tris Inst>timaut Preparcd by and AP.mr Recording ,Retum to: BratrizAzosy-Die., Esq. well, GOMM & Manges LLp 701 Ucke1l Avenue Suite 21 do Mimi, Florkia 331,31 Parcel Ydentiilcation Nm 01-0209-09(wos0 01.0208-090.1090 01-0249-090-1100 01-0209.090.1110 01-0209-090-i I20 01.0209-090-I130 01-0209-090-1140 01.0209 -090 -ileo 01-0209-090-1160 01-0709-090.1170 01-0209-090-1180 01-0209-090-201{1 ori RSC. 19347PC0807 CIL-I F"152,59 '3 2000 Mau 01 14:55 DOCSTPOEE 90000.00 WRYX b Y500.00 HARVEY RUVINP CLERK DADE C©UNTYP Fl. SPE '01AL WARRANTY EEb This Indertture, made as of the J1? day afOctober, 2000, between brIckell Inv fealty Carp., a Florida co oration, ` estmettt York, New York 10022 =W rA having an address at 55 East 59th Street; 22nd Floor, New ("Grantor") arld Park Place At Brickell LLC, a Florida limited liability C'D1M nY, having an address at 948 Eriekell Avenue, Shite 1010, Miami,'Florida 33131 ("Grantee"). WITNESSETH: 'X'frat Grantor, for and in ccnsidel'atioxl o#'tlte sum of Ten and no/100 Dollars ($10.00) and For other good and valuable consideration, the receipt and sufficiency of which ars hereb ackaowledgod and confessed, hereby g=ts, barges, sells, aliens, remises, releases co y lmd c b� �to Grantee all right, title and interest which Grantor has in tthefcdowin nveys propte]+' . rights and interests In real Property situate, lying and being ir111giami- i?ade County, Florida, to. See Exhibit "A" attnehed hereto and incorporated herein by refereare (The foregoing real property togothsr with all im sometimes collectively referred to herein as the lip ertY•) emsrlts and fixtures lcscated thereon are P Together with all impravements and fixtures located thereon, and all easements, rights -of wa streets and other appurtenances thereunto belonging or in an Y, ywisc appertaining. To have and to hold, the salve in fee simple forever, v �n;+s�csa+nzu, �o�r.DOGuo� �a.000a @ar REC, 4 9347M0808 The conveyance of the Propeety Is subject only to those encumbrances set forth on Exhibit "B" attached hereto and incorporated herein by reference, without intending to reimpose same. And Grantor hereby covenants with said Grantee that Grantor hereby warrants the title to property and will defend the same against the lawful claims of all persons claiming by, tghx or under said Grantor, but not otherwise. IN WrrNESS WHEREOF, Grantor has hereunto executed this Special Warranty Deed as day and year frsr above Written. in4 Sealed and Delivered the Presence of, 2 r��LjLC/� ATE OF FLORA } LINTY OF MIAMI-DADE BRIMELL nNESTMENT REALTY CORP., Flo 'da ration Hy: Ge rge L. F las President The foregoing instrument was acknowledged before me this day of October, 2000, Qeorge L. Farias; as President of BrickelI Investment Realty Corp., a Florida corporation, an calf of said corporation. He is personally known to me or has produced �1%A}2D� as identification. Commission Expires: A -1Ott tQL, Notary b , State of lorida 4 MAVRAK do RX A ,� 1rtY t7G1iEAt�Sf0�1 � CC BGi84i WMJ*Zm BgdrlliW #IOMIy%tl+llo LrWIW�Mf1 WCU IZ000354.0003 2 [Notarial Sea]) �:oI— 1933 011. 1984M,0809 REG. EXHMIT „A" Sodth Ill of Lot 8 and Tots 9 through 15, both inclusive, and Lots 17 through 25, both adve, Block 99 South, of AMENDED MAP OF BRICKELL'S ADDITION TO THE MAP MIAMI, according to the Plat thereof, recorded in Plat Book B, mage 113, of the Public yards of Miami -Dade County, Florida and Lots 16A and 16B, of WI11UNSON'S 3DIVTSION, according to the Plat thereof, as recorded in Plat Book 51, Page 21, of the lic Records of Miami -Dade County, Florida. M04414314MIGIOV.00030Is M03 �j1-1233 Prepared by: Bermello - Ajamil & Partners Greenberg Traurig Jackson M. Ahlstedt, P.E. Sharpton, Brunson F1 Company, P.A. September 07, 2001 A Project of Park Place, L.L.0 MM mom ■ ._.. r r MM� www � 1 rr an r _ mW r_ MI wwwr�r r ■nnwnl u ■� IN _ `— — -- FI MIN` E wrl ._ _ /Iw w [ rrr..wr .w Wal .M no — r r MM� . Mr. II BOB NOW aft am J('' IN r .... s .r IME an rw r _ `... 1111 rr r_ MIr 1 MEN am IME am 7 MI 1. 1 MEN Ir r _ _ rr 1 ME no IN v wwww� - E www Mad rr o -- on — — _— MI — . _. r. ._ r_ — — IMM am IM am am am r`� ■1 EM` wwwwww i I - rr f_ r_ — wwww� rwwwnw wwww�l - _ rr rr �� _ w ■ 7i w-- 1■ APF . ...,..mow Prepared by: Bermello - Ajamil & Partners Greenberg Traurig Jackson M. Ahlstedt, P.E. Sharpton, Brunson F1 Company, P.A. September 07, 2001 A Project of Park Place, L.L.0 • • • PARK PLACE AT BRICKELL SUBSTANTIAL MODIFICATION TO MAJOR USE SPECIAL PERMIT 00-1036 1450 Brickell Avenue Miami, Florida Prepared by: BERMELLO AJAMIL & PARTNERS GREENBERG TRAURIG, PA ATTORNEYS AT LAW JACKSON M. AHLSTEDT, P. E. SHARPTON, BRUNSON & COMPANY, P.A. September 7, 2001 A PROJECT OF PARK PLACE LLC. III! the publlo record 41 item oenian J�'-+ Clerk 0 re:; 'ii y iii item r ! li Z a-" PARK PLACE AT BRICKELL SUBSTANTIAL MODIFICATION To MUSP 00-1036 Table of Contents Article I. Project Information A. Application for a Major Use Special Permit As per Zoning Ordinance 11000 1. MUSP, per Article 17 for development of 773 residential units and 36,554 square feet of commercial space. 2. MUSP, per Article 17 for a parking structure of 1,400 parking spaces. 3. Class II Special Permit as per Article 9, Section 923.4 providing a total of 10 berths, six (6) berths at 12 feet x 35 feet and four (4) berths reduced to 10 feet x 20 feet where twelve 12 feet x 35 feet are required (four per phase). Project Information a. Letter of Intent b. Application for Major Use Special Permit C. Zoning Write -Up d. MUSP Resolution No.00-1036 e. Aerial f. Zoning Atlas Page g. Project Data Sheet h. Computer Tax Printouts/Deed i. Ownership List j. State of Florida Corporate Documents k. Directory of Project Principals Real N 11, Article II. Project Description 1. Zoning Ordinance N. 11000 1. Section 1304.2.1 2. Section 1702.2.1 3. Section 1702.2.2 4. Section 1702.2.3 Article Ill. Supporting Documents u Application Forms; Supplementary Materials General Report Major Use Special Permit Concept Plan Development Impact Study Tab 1 Minority Construction Employment Plan Tab 2 Traffic Impact Analysis Tab 3 Site Utility Study Tab 4 Economic Impact Study Tab 6 Survey of Property Tab 6 Drawings Subrzit ,. . _-;G record in ,.:s3 with itemft-A-. or, .7 -w -AAL Walter Foernan 0 171 the puhl!c rccoro' iii itun Clerk 0 Subro-od 1p.11o tho pul-111(,- recordltlin -�onn-c,��kor, ,,vith item NP-jr, C, -1 • • PARK PLACE AT BRICKEL L SUBSTANTIAL MODIFICATION TO MAJOR USE SPECIAL PERMIT 00-1036 Article I. Project Information a. Letter of Intent b. Application for Major Use Special Permit C. Zoning Write -Up d. MUSP Resolution No.00-1036 e. Aerial f. Zoning Atlas Page g. Project Data Sheet h. Computer Tax Printouts/Deed i. Ownership List j. State of Florida Corporate Documents k. Directory of Project Principals Scbm. !Uud I.tn tho publio record in with item -F1 ("n Mork 0 tho n i j h I in record in with item -Ail.-. c - .4 1 • CITY OF MIAMI PLANNING DEPARTMENT APPLICATION FOR MAJOR USE SPECIAL PERMIT (SUBSTANTIAL MODIFICATION) • 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. (SEE ARTICLE 17 OF ORDINANCE 11000, AS AMENDED, THE ZONING ORDINANCE OF THE 077 OF A2lAMI, 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 FINDRVGS 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 T14E 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 TYPEWRI77ENAND SIGNED IN BLACK INK I, Park Place at Brickell , LLC �, 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. Property Address: Mature of proposed use (be specific): Substantial modification to alplproved MUSP per Resolution No. 00-1036, for approval of 773 residential units _ 36,634 square feet of retail and 1,400 parking spaces. APPLICATION MATERIALS I attach the following in support and explanation of the application: 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 4-83 and 4a-83 to application). Into peqpo I C:rf ii'I 1Et)nnerV(I nlwifl"1 `'33 Ci" PLICATION MATERIALS (continued) 3ch the following in support and explanation of the application: 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). 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 $ 5 , 0 0 0 , 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 $__ g_, 2 19 _, 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. "otal Fee: $ 13,219 $5,000 Application Fee Signature $1,15-0 Advertising Name Surcharge $7,609 Mailing Labels Address Phone/Fax Date r Adrienne F. Pardo 1221 Brickell Avenue, Miami, F1 33131 (305) 579-0683 /(305)961-5683 '4L APPROVAL OF TEES APPLICATION FOR MAJOR USE SPECIAL PERMIT SHALL CONSIST OF AN EXECUTED RESOLUTION BY THE VII CITY COMMISSION AND A DEVELOPMENT ORDER ATTACHED THERETO WHICH SPECIFIES THE CONDITIONS UNDER WHICH THIS _,JOR USE SPECIAL PERMIT APPLICATION IS APPROVED; IF APPROVED BY THE CITY COMMISSION, SAID RESOLUTION AND EVELOPMENT ORDER SHALL, UPON EXECUTION THEREOF, BE TR,e,,NS3yl I V O R 1 AWHORIZED AGENT AT THE DDRESS SPECIFIED ABOVE. ; ��0 � l' record in CZ3B naction with City Gletk • 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 Public-Stete-o-fl*1 -.d Commission No.: i t`�;��;' My Commission Expires:�,;1441 fON No' wwxw*xx#wxw##wwww#*xxx*###www*xxxx##xxwwwwwwx##xwxw#w*,rwxwww#*ww*#,r#x*wxw#*#w#w*w*#*#x*wwww#*w*#w*ww*xww 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: xwxxwwxxxwwxx###xxwx##xxwxw##xw#wwxwx#*xw**#xwwwwxw#xx###xxwx*www##w**wxw#**www*ww*ww#t*##,kww*#xw,rw*w*ww 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: Sui m, 11V%171d in" -a e! -,r, Pt,t iie Notary Public -State of Florid?flGc)rd In co::neo,: n with Commission No.: Item fZn . On My Commission Expires:;:r„j, f g--,rnan City Clerk U 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 fisted 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. STATE OF FLORIDA COUNTY OF MIAMI-DADE (1) _ Applicant's Signature The foregoing instrument was acknowledged before me this 7 t:h day of ember 20 01 . by Adrienne F. Pardo who is personally known to me or who has produced-� ti as identification and who did (did not) take an oath. Name: Ca Notary Public -State of Florida =� Commission No.., c �� My Commission E,vo • OWNER'S LIST qW ( er's Name Park Place at Brickell LLC Mailing Address 848 Brickell Avenue, Miami, F1 Zip Code 33131 Telephone Number (305) 371--5254 Legal Description: See attached Exhibit "1" Owner's Name Mailing Address zip Code Telephone Number Legal Description: Owner's Name 0 Mailing Address Telephone Number Legal Description: 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: None Street Address Street Address Street Address 0. - Legal Description Legal Description Legal Description into tho public ill oortt ccflon with 1 � 1� 1� 3 iterfa-4—on "A— Walter alter FOU�`.w�� city cloh DISCLOSURE OF OWNERSHIP FOR PARK PLACE AT BRICKELL, LLC 1. Legal description and street address of subject real property: 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. Park Place at Brickell, LLC is owned by: 1. Epsa of America Corp. which is owned by rose Llorens, individually 90% 2. Park Place at Brickell, LLC which is owned by Alan Ojeda, individually 10% 3. Legal description and street address of any real property (a) owned by any party listed in answer to question #2, and (b) located within 375 feet of the subject real property. None Owner or Attorney for Owner Adrienne F. Pardo STATE OF FLORIDA COUNTY OF MIAMI -DARE The foregoing instrument was acknowledged before me this I day of � , 2001 by Adrienne F. Pardo who is personally known to me or w o has produced as identification and who did (did not) take an oath. LXA��� ` Name: Notary Public -State of Florida Commission No.: My Commissionp"ices horn -.B-d on r a)e.P 0 EXHIBIT "I" L,�,4G DESC�1PTia �l: 7116 Sarin! /2 0C L078 ; .4,Ua W7,50 Th'RJ1 /5, 90,rV1PeU151Ve; .411D 1046171TIRU 25, Bv7�J/uclUS!!/�' BLDCJ�' 9J' SOUTH ';d �l� U DED MAD OF BR/CK�1L'S .4DD171,01) TO 711,E M,4POf mmu1 ° ACCDRDJ,uG 70 TN�PG4T T><lEP�DF.: ' ReC" l FD IIIA TS00k FLD-FIQ.4, + ,IIID LOTS /64 dua 1GB, StJ6,01ViSJ4,v;gCC4R01116 i0 711SPl.4TTHspFOF, '. RSCOkDFDI,uP�TBODkSIATPaO� 21, OF 746 PUBLIC PZCOROS DF TM PUB6/C RSCDRDS OF OdDl- CDUuiy, AWRIO,4, SeVIOV 31 , 7ZW11$H/P,5�1 SDUT�/, R4uG� �Ilsasr CITY OF M/q,E,JJ, FLORIDA. f 4 �i.�2..�r. Jr�r,:. .iArf:�' .;: ra." it -'. .. •:• rt.a.: _- I » ��'//�� M1,+/ JGA' o Y;� ltll k%U� U5 S f ze ! ;� %n s : J9,.: •211,€. `2J 22s� �3'?: Std ` .'25`. 20 27 29" �`!• �Yr .f� °`��� �'��T � cQas•S pEr.w"E,=i �.ia ••�'s.�� �'+��' r}t���• ` tee,-, Fc*,'T1�7 :s? �7.; I .__. F`�i�1;t^i��-. S� �• �. _-�; '�� �' t^' �:f':it.�} 'Fi W'?+: :Sy u�r7, �'' •.;•+ !:Y'�sf'. +'";j,� I J ��:_ �: �� M�tih,:� ::+.f'•} F�"i.. .+ y, : •r :f'�,. a r, n 7`f; '- yes "Ff"t ', .r.. ;'• vI .. !;, .328 .c5}N�u Ef� 7.1' .,; F- rrJA (%f . ls7 OF R/Ck -Z Z,6 •D4I ID TX MAI OFM =:95x1,. ''Sb`''' .�,',.'.,�1' el" �' • :+ _ • . I :n •.r'' '(.. rh ". �:.r ... = e!,' '.•'K' •ta r' " • :• • r .r..r.'OJ 0.5�?il f AIf LJSAnGV ANd Aec6TAxCc af• eRvarnvAG � . . � Aeruv s+cv�.r av ry ,vorrc � ERil/.�• 4. /Gala , Pa6! !-lad Vi,� public record in connc'�,10n with item Pr- on Jl-1S ��rlc . ` .13 0 • 0 Exhibit "2" Folio Numbers: 01-0209-090-1080 01-0209-090-1090 01-0209-090-1100 01-0209090-1110 01-0209-090-1120 01-0209-090-1130 01-0209-090-1140 01-0209-090-1150 01-0209-090-1160 01-0209090-1170 01-0209-090-1180 01-0209-090-2010 . 1110-)raa,% 9 7fiot��i�i� 'Ovl$ itom -x-nan :'lod< tl �. 0 0 :vo the Public rom'd in with WaRlor i-oeman City CIC,* ) 0, - I ti) p m • E PARK PLACE AT BRICKELL SD-7/CENTRAL BRICKELL RAPID TRANSIT COMMERCIAL — RESIDENTIAL DISTRICT SUBSTANTIAL AMENDMENT TO MUSP, per Article 17, Section 1701, City of Miami Zoning Ordinance 11000, to allow a change in the original application (substantial modification for resolution ## Z B 2000-1036). MUSP, per Artice 17, Section 1701 (1) for development change of 918 to 773 residential units. MUSP, per Article 17, Section 1701 (7) for a parking structure of 1374 to 1400 parking spaces. Class II Special Permit, per Article 9, Section 923.4, to request a total of 12 to 10 berths, to omit, two (2) berths at 10 x 20 feet. Request for the following MUSP conditions to be required at time of shell permit instead of at issuance of foundation permit: 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 Y McPhee Zoning Inspector II Date ubmittod Into fi""n publIC record in c , ;.. r� with iterspt,._3 its; 0 0 submittxI jno j.ho publld record in conies,:, ;on with on Wahev Foeman Clerk • J-00-857 11/16/00 RESOLUTION NO. "" `'v A RESOLUTION OF THE MIAMI CITY COMMISSION, WITH ATTACHMENTS, APPROVING WITH CONDITIONS, A MAJOR USE SPECIAL PERMIT PURSUANT TO ARTICLES 5, 13 AND 17 OF ZONING ORDINANCE NO. 11000, FOR THE PARK PLACE AT BRICKELL PROJECT, A PHASED PROJECT TO BE LOCATED AT APPROXIMATELY THE NORTHWEST CORNER OF THE INTERSECTION OF BRICKELL AVENUE AND SOUTHEAST 15T" ROAD, MIAMI, FLORIDA, TO BE COMPRISED OF NOT MORE THAN 840 RESIDENTIAL UNITS', ACCESSORY RECREATIONAL SPACE, 22,823 SQUARE FEET OF RETAIL AND OTHER NONRESIDENTIAL USE AND 1.,224 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 June 7, 2000, the applicant, Park Place, LLC, (hereinafter referred to as the "APPLICANT"), submitted a complete Application for a Major Use Special Permit for the Park Place at Brickell Project (hereinafter referred to as the "PROJECT") pursuant to Articles 5, 13 and 17 of Zoning Ordinance No. 3.1000, for the property located at approximately the northwest coiner of Brickell Avenue and Southeast . r13th . Road, Miami, Florida, as legally described ort "Exhibit B", attached Submitted info tho pub116 record in L�011F1,',,;Ai0n with — -- — atm _' on .U -Lc' 01 Rumlf"r r sArl nnn S Clerk 0 • hereto and in "Exhibit A", the Development Order attached hereto and made a part hereof by reference; and 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 on May 2.4, 2000, 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 met on July 12, 2000 to consider the proposed PROJECT and recommended approval, with conditions as specified in the attached Development Order of the PROJECT; and WHEREAS, .the City of Miami Zoning Board, at its meeting held on September 1.1, 2000, Item No. 5, following an advertised public hearing, adopted Resolution No. ZB 2000-0353 by a vote of nine to zero (9-0), RECOMMENDING APPROVAL of the Major Use Special Permit Development Order as set forth in "Exhibit All, C, t and attached hereto and made a part hereof; '�;� •� WHEREAS, the Miami Planning Advisory Board, at its meeting" g.. f - held on September 20, 2000, Item No. 3, following an advertisedjar�� Page 2 of .8. �� Y 3 3 0 • public hearing, adopted Resolution No. PAS 45-00 by a vote of five to one (5-1), RECOMMENDING APPROVAL of the Major Use Special Permit Development Order with conditions as specified by City staff; and WHEREAS, the City Commission deems it advisable and in the best interest of the general welfare of the City of Miami to issue a Major Use Special Permit Development Order as hereinafter set forth; NOW, THEREFORE, BE IT RESOLVED BY THE COMMISSION OF THE CITY OF MIAMI, FLORIDA: Section 1. The recitals and findings contained in the Preamble to this Resolution are hereby adopted by reference and incorporated as if fully set forth in this Section. Section 2. A Major Use Special Permit Development Order, attached hereto as "Exhibit A" and made a part hereof, is hereby approved subject to the conditions specified in said Development Order, per Article 17 of Zoning Ordinance No. ll000, for the Park Place at Brickell Project (hereinafter referred, to as the "PROJECT") to be ' developed by park Place, LLC, ("APPLICANT"), at approximately the northwest corner of Brickell Avenue and Southeast 15th Road, Miami, Florida, more particularly described on `Exhibit B", attached hereto and made a part hereof. .�919si ,� r t� Irlt4 the public r'ec s' gra 6ON'100tion vVith CKY C16 e. Page 3 of 8 ages=- Section 3. The PROJECT is hereby approved as a phased development for the construction of up to 840 residential units, with accessory recreational space, 22,823 square feet of retail and other nonresidential uses and 1,224 parking spaces. 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, attached as "Exhibit A" hereto and incorporated herein. Section S. The findings of fact set forth below are hereby made with respect to the subject PROJECT: a. The PROJECT is in conformity with the adopted Miami Comprehensive Neighborhood Plan 1989-2000, as amended. b. The PROJECT is in accord with the SD -5 Zoning classifications of Zoning Ordinance No. 11000, the Zoning Ordinance of the City of Miami, Florida, as amended. C. Pursuant to Section 1.305 of the Zoning Ordinance c of the City of Miami, Florida, the specific site a �> � plan aspects of the PROJECT, i.e., ingress and ` 2 0 C. x;.: arcs egress, parking, signs and lighting, utilities, °•� r:� s drainage, preservation of natural features and control of potentially adverse effects generally, CP) have been considered and will be further;,, Page 4 of 8 s i 0 considered administratively during the process of issuing a building permit and a certificate of occupancy. d. Phase T of the PROJECT is expected to cost approximately $243 million, and to employ approximately 375 workers during construction (FTE); the PROJECT will also result in the creation of approximately 1.60 permanent new jobs. The PROJECT will generate approximately $3.3 million annually in tax revenues to local units of government (2000 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 c , �. 0 IF s. people to find adequate housing reasonably accessible to their places of en-ployment; "'n (5) The PROJECT will efficiently use necessary public facilities; �:.:� L' 9 Page 5 of 8 9 0 (6) The PROTECT will not negatively impact the environment and natural resources of the City of Miami; (7) The PROJECT will not adversely affect living conditions in the neighborhood; �i (8) The PROTECT will not adversely affect public safety; (9) Based on the record presented and evidence Presented, the public welfare will be served by the PROJECT; and (10) Any potentially adverse effects of the PROTECT arising from safety and security, fire protection and life safety, solid waste, heritage conservation, trees, shoreline development, minority participation and err€ployment, and minority contractor/subcontractor participation will be mitigated through corrPliance with the conditions of this Major Use Special Permit. Section 6. The Major Use Special Permit, as approved and amended, shall be binding upon the APPLICANT and any.n5 �i Fli pr successors in interest. C_ Section 7. The application for Major Use Special E c.� Permit, which was submitted on June 7, 2000, and on ID file with a.. h 0 Page 6 of 8 • 0 the Department of Planning and Zoning of the City of Miami, Florida, shall be relied upon generally for administrative interpretations and is made a part hereof by reference. Section B. The City Manager is hereby directed to instruct the Director of the Department of Planning and Zoning to transmit a copy of this Resolution and attachments to the developers: Adrienne Pardo, Esq. on behalf of Park Place, LLC, 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 for the Park Place at Brickell Project, which is attached hereto as "Exhibit A". Section 10. The Major Use Special Permit Development Order for the Park Place at Brickell Project ("Exhibit A") is hereby granted and issued. Section 11. Tn 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. leo tion publlC record ire with item Pz-:i Walit?r Fo{e17ian QtY Clerk Page 7 of 8 ��� 0 • 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. 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.V PASSED AND ADOPTED this 15th day of November , 2000. JOE CAROLLO, MAYOR S 'me -.s... C..1 s••... �G^vt'L�af1C8 with%.'i_',:�'iS l.�V:J? ?�. ti�'.-��. aid?^n bra (1/;avn. i{:� ;1.., > _ �'.'.. t:��.orjti''-•moi; C'!i+. ... 'i^'- :�"; :: ii .' Gia, i ATTEST: ru y same, without t i� ��#aJ t GX2CG1SIil vc' 4►ci�'f .1. i"OE ,cx !ty Clark WALTER J. FOEMAN, CITY CLERK APPRO A TOO FORM`" 1�11VD C CTNESS tl 10 JANDRO VT RELLO±�t�lil3 ITY ATTO Y record ii", <'b;}# §B1`rwithitem' W-4731:4MM:mea:BSS !{'st �r d oetnan Ozy Clerk i� 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. , m e Page 8 of B , "EXHIBIT A" ATTACHMENT TO RESOLUTION NO. 00 - DATE: PARK PLACE AT BRICKELL PROJECT MAJOR USE SPECIAL PERMIT DEVELOPMENT ORDER Let it be known that pursuant to Articles 5, 13 and I7 of Ordinance No. 1.1000, the Zoning Ordinance of the City of Miami, Florida, as amended, the Commission of the City of Miami, Florida, has considered in a public hearing, the issuance of a Major Use Special Permit for the Park Place at Brickell Project 10 (hereinafter referred to as the "PROJECT") to be located at approximately the northwest intersection of Brickell Avenue and SE 15th Road, Miami, Florida; see legal, description on "Exhibit B", attached hereto and made a part hereof; said legal description is subject to any dedications, limitations, restrictions, reservations or easements of record. After due consideration of the recommendations of the Planning Advisory Board and after due consideration of the consistency of this proposed development with the Miami Comprehensive Neighborhood Plan, the City Commission 11as prved the PROJECT, Ile record in connection ivith item Pka onffr DL City Clerk Page 1 of 12 ��� 0 and subject to the following conditions approves the Major Use Special Permit and hereby issues this Permit: FINDINGS OF FACT PROJECT DESCRIPTION: The proposed Park Place at Brickell Project is a residential/mixed use development to be located at approximately the northwest intersection of Brickell Avenue and SE 15`h Road, Miami, Florida; ("PROJECT"). The PROJECT is located on a gross lot area of approximately 5.06 acres and a net lot area of approximately 3.6 acres of Land (more specifically described on "Exhibit B", incorporated herein by reference). The Concept Plan for the PROJECT is attached hereto as "EXHIBIT C", and incorporated herein by reference. The proposed PROJECT will consist of no more than 840 residential units with accessory recreational space, 22,823 square feet of retail and other nonresidential uses. The PROJECT will also provide a total of 1,224 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. public record !2 GOO. with iters Z• Oil ,_1�-.��•QL 11'tI',ar3 �� F00 -man Clark Page 2 of 12 The Major Use Special Permit Application for the Park Place at Brickell' Project also encompasses the following lower wanking Special. Permits and variance; CLASS I SPECIAL PERMIT as per Article 9, Section 906.6 for active recreational facilities (including a swimming pool); CLASS I SPECIAL PERMIT to permit staging and parking during construction (to be approved prior to the issuance of a building permit; CLASS I SPECIAL PERMIT for Development Signs when combined with construction signs; 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 Section 915.2 for FAA clearance letter; CLASS 12 SPECIAL PERMIT as per Article 6, Section 605.3.1 for development of new construction within the Special Distract; CLASS II 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 6, for temporary construction trailer; CLASS II SPECIAL PERMIT as per Article signage guides and standards; Page 3 of 12 Section 605.3.1 ' i C3 1.5 for uniform°; 06 c:a C� • CLASS II SPECIAL PERMIT as per Article 15 for waiver of certain pedestrian pathway requirements; CLASS II SPECIAL PERMIT as per Section 908.2 for access from a public street or roadway width greater than 2S feet; CLASS II SPECIAL PERMIT as per Article 9, Section 923 for reduction in loading berth dimensions (as specified in the application); Special Exception as per Article 6, Sec. 605 to allow bar/lounge open to the public within, the SD -S District; Special Exception as per Article 9, Sec. 917.1.2 to allow valet parking for restaurant up to 500 of existing off- street parking spaces; Variance pursuant to Zoning Ordinance 11000, as amended, Article 6, Section 605, for one ground level setback requested along the interior yard (adjacent to the existing alleyway) reduced from the required 15'-0" to 6'76"; Variance pursuant to Zoning Ordinance 11.000, as amended, Article 6, Section 60S, for one ground level setback requested along the north interior yard reduced from the required 151-00 to 3;u Certificate of Appropriateness for ground disturbing activity in an archeological conservation area (City Code V �'�'f1A' od Section 23-5a) ; ?Lintro iol per IC ro'.losd in conn3.,%G'lon rilth IEom oil —U--LEM Walter J_oc nan City cl ilk Page 4 of 12 C� • Reservation of Downtown Development of Reclional Impact (DRI) credits (City Code Chapter 13); Designation as a phased project, pursuant to Section 2502 of Zoning Ordinance No. 11000', as amended. Waiver from the City Commission for the following: 1. Noise Ordinance during the required concrete pours for construction of the building (City Code Chapter 36). Pursuant to Articles 13 and 17 of Zoning Ordinance No. 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 PROJECT shall be constructed substantially in accordance with the Phased Project Development Program's Conceptual Site Plan dated November 8, 2000, entitled "Park Place at Srickel.l - 2 Tower Scheme 1 ' - Site Plan - .All Phases" ; all 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. ,r !',,o pubria record %vith item-ILI ....�.L Waller Foo -man City Clerk Page 5 of 12 • 0 The PROJECT conforms to the requirements of the SD -5 Zoning District, as contained in Ordinance No. 11000, the Zoning Ordinance of the City of Miami, Florida, as amended. The existing comprehensive plan future land use designation 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 0 COMPLY WITH THE FOLLOWING: �. 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 6o 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 Zoning, prior to commencement of construction, demonstrating how the Police Department recommendations, if any, have been incorporated into the PROJECT security and C. public a c t record in Cunn-;;on ith item w Page 5 of 12 • 0 construction plans, or demonstrate to the Planning Director 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. Record the following in the Public Records of Miami -Dade .a County, Florida, prior to the issuance of a shell permit: 0. (a) a Declaration of Covenants and Restrictions rovidin a_y;':. P g;�.c�.. Q) that the ownership, operation and maintenance of all common...: t`p areas and facilities will be by the property owner or Q. ti N mandatory property owner association iner etuit P p Y; (b) a;l; certified copy of the development order specifyingthat h7.,(� Page 7 of 12 �� 0 0 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 condominium requirements and has been approved for such by 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. Provide the Department of Public works with plans for proposed sidewalk and Swale area improvements for its review and approval prior to the issuance of a building permit. 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 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. 11. Pursuant to the Departments of Fire --Rescue and General Services Administration, the roof area of the proposed structures shall be made available to the City of Miami for any necessary communications equipment at no charge to the City. a+.j`�aiii:`c )1$7 $ pt�b((L 40 recor(1 in connortion wifli itom ±kA on rr L9A .`'�� Page 8 of 12 12. 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. 1.3. Pursuant to the condition from the Urban Development Review Board, the APPLICANT shall submit final design details, including materials, a simplified color scheme, the projects solution for urban design from a pedestrian scale as well as from a distance, and final landscape and lighting plan, to the Director of the Planning and Zoning Department for review and approval, prior to the issuance of a building permit. 14. Prior to the issuance of a shell permit, the APPLICANT shall submit an interim plan, including a landscape plan, which addresses design details for the land occupying Phases II. and III of the PROJECT in the event that these future phases are not developed; said plan shall include a proposed timetable and shall be subject to review and .rye' o E cu U approval by the Director of the Planning and Zoning , ` 12 Department. ofd 15. Prior to the issuance of any building permits for each . future. phase of the PROJECT, the APPLICANT shall conduct updated traffic studies that shall include recommendations Page 9 of 1.2 r 0 for mitigation,. including signalization options for the area. 16. Apply for a substantial modification review and approval for each of the phases proposed within this Major Use Special permit; each phase shall require approval of the design component including right-of-way improvements, f agade, treatment, signage, lighting, etc.; no phase of the project shall be constructed until such time that said approvals are obtained; said approvals shall require all customary reviews required for a Major Use Special Permit, including the Planning Advisory Board, Large Scale Development Committee and the Urban Development Review Board. 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. SubmI ted Into the public rocord !;I with itom JBL—y ul —.1EI5LI i VW"Jier Fooman Page 10 of 12 9 CONCLUSIONS OF LAW The Park Place at Brickell Project, proposed by the applicant, Park Place, LLC, complies with the Miami Comprehensive Neighborhood Plan 1989-2000, is consistent with the orderly development and goals of the City of Miami, and complies with local land development regulations and further, pursuant to Section 1703 of Zoning Ordinance No. 11000: (1) the PROJECT will have a favorable impact on the economy of the City; and (2) the PROJECT will efficiently use public transportation facilities; and (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 with It ow n o0 .r Page 11 of 12 • 0 (8) any potentially adverse effects of the PROJECT will be mitigated through conditions of this Major Use Special Permit. The proposed development does not unreasonably interfere with the achievement of the objectives of the adopted State Land Development Plan applicable to the City of Miami. Pursuant to Section. 1.305 of Zoning Ordinance No. 11000, the specific site plan aspects of the PROJECT, i.e., ingress and egress, offstreet parking and loading, refuse and service areas, signs and lighting, utilities, drainage and cont-rnl 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. Submitted into the publio record in connection with Item EL A__ cn ...AIL'd► Wait& Foemarl �1 City Clerk Page 12 of 12z 0 EMMIT up EXHIBIT "B" Zea.44 0E.ZeIP71aV- TNe,S'p5/ T� D►r L4Tg; .4u0 L0T5 91�,',P!!JS doTJ/I,uaUS/YE'; .4,vD L 'D M,4P� g p/ 1L ;S.4DD/T/O.UAa Me.ifAPaf M,'AW1; s}Q�,4D� TO 17MR129L, & E.PE4 � RESL� ' Uma B'dT Pd S 113, QFTfI 'RJBfJC,PEG'D,pD,S pF44Df'Q?l k7y flAR1q.1. l.(/P4T OrF' LOTS IV ".0 /6B, owlauS4v5 SUBviYiSfO,v' ,BUD 21, OF ALO AMIclegraPDS or 7X�' f�18L�C RSCDQ� O�� �U PG41" T/,�,FBOF, RFC'p pArD lu gT k�/dTPaG�" SSCT7D(/,�g, 7?JW,USiIIP.Sd ,SOVT!/, ,�A.UG�'.QI F,,.�ST�T}: fLO.P/qq, CITY 0� �id�Ni, fCD.P�Gt4 82;• ,?3'' ,�, �Z5 ?G27 Zig • S�� S'$� i f= fir. {7�t•�'i 'L!�"M. � � 3., = ;1 � ,(�`•� '+a �S ,�„�i��:� �#��� 'sfi`L�.4n *�'• ,, R Gird -w_ �.wr. ..r�.J '' M �sJl' "tI y •$$• ! EJ_�'�' .�1�;: r�'l?= ?� D- T�A �i�i .Z i/� �S o.. •..P "�•Cy'+r nwww�rir �-s �JI .•I :5'O' SOMMOd Into thri puhlli record rnti��;,:,;;;���� with Iters Wallm FoOYr a P _ Clark . r.► 3. C I I 1 1 11� �i i f' Entry Driveway and 7 Landscaped Plaza BRIOCELL AVENUE --OL- SGUM MaA M I.MME Tower 1 Tower 2 1 Parking Garage , Parking Garage BtaFaao �u.LtYrur �--� ❑ Residential Tower Parking Garage Landscaped Plaza Phase 1 _ - Taw 1 - 40 Slorias, 420 unfis Raaidenfdiawer @ 3a flans, 10 Sfary flare vaih LL Cayals Cd Paddng f@ 63Dspaaes Graund Lara! a" @ Avnm TAG sl. Phase'2 Tower 2 - 40 Slosiaa, 420 urvU usiden al Tower a 30 Hem 10 Stay Bate vAh 8 Lereh of Padang Q 630!0 1 c:77, S,- C.) c: Talc! UF24 R 840 MfiS f TOW Rafal = apprncc. 20,000 s -f_ ToW Pku{dng — 1,260 spaces • 0 0 Submitted Into the r record in item PY--aL r;r,, ll -n V Walter Fc city -33 • Site Plan • Fol Tj114 F SOS RV If +s„ � � ,� }, r , •..� + '`,ter "F .. � 1� ' n. S� ■k17 r t 1' rs 1, rr'ir '� ♦\ "z� ,vLAIA VW "&ALT x ti E.46-991 Nq ���� . �+�, L _ A ?.. •ill` . \ .�'� i'..' „C - , - Y4�f' - v'', `�..�' - � •' 11.1.- .1 y 44 ',. ' ,f COSTA r SLID r 41 4 NOR IN % 4 1`�1 t r ' t record in conm�,, ° item F Gil )ernan 11 Ierk 0 SubmIttod Into tho public record In with Itern o � i Walter Fooman City Clerk • 9 PARK PLACE AT BRICKELL Substantial Modification To MUSP 00-1036 1. Legal Description: 2. Address: 3. Zoning Classification: 4. Lot Area: 5. Density: • 6. Allowable Area: Floor Area Ratio (FAR) 7. Loading Berths: 8. Height: 9. Building Footprint: 10. Unit Breakdown I* Project Data Sheet See Exhibit "1" , Section "B" in the Application for Major Use Special Permit for legal description. 1450 Brickell Avenue Sb -5 District Gross Area Net Area 5.06 acres or 3.6 acres or 220,664 sq, ft. 157,177 sq. ft. Units/Acre Allowed Units/Acre Provided 500 unitslacre 214 units/acre Allowed Provided (4.25 x G.L.A.) 969,416 s.f. P.U.D. Bonus (20% G.L.A.) 937,882 s.f. 187,564s_f. 1,125,386 s.f. Required_ 8 loading berths 12 ft. x 35 ft. Allowed Unlimited Unlimited 153' - 68" (325% of tower) Allowed NIA Phase] -367 Phase 11 - 406 Total -773 Provided 6 loading berths 12 ft. x 35 ft. 4 loading berths 10 ft. x 20 ft. Provided Phase One 438 ft. 8 in. Phase Two 438 ft. 8 in. Parking 125 ft. 0 in. Provided 90,367 s.f. iq -) the pub11C recof' with ';9erl( 0 • Project Data Sheet (Cont.) 11. Number of Parking Spaces: Required Provided 865 minimum 1,400 spaces Handicapped spaces Required Provided 17 spaces 32 spaces 12. Open Space: Required Provided 30,099 s.f. 107,277 s.f. 15 % G.L.A. 48% G.L.A. 13. Setbacks; Reauire_d Provided Brickell Avenue (Front) 30 ft. 30 ft. S. Miami Ave. (Side) 15 ft. 15 ft. SE 15 Rd. (Side) 15 ft. 15 ft. Interior Yard (North) 15 ft. 125'-2" Phase 1115'-0" Prase 2 Interior Yard (West) *7 ft. 6 in. 7 ft. 6 in. Interior Yard (South) 15 ft. 15 ft. *As per Article 25, "definitions"; for yards, interior yards, credit for adjacentt, Page 719 of the City of Miami Zoning Ordinance. " Subm4ttod Into the public record in . conn,',,."on with item�Z� i on -_►..I -► •ail ,n,.,..,.. ,7oeman +� Clerk • • C� J PRINT VERSION i Yage I of i FOLIO NUMBER: ADDRESS: MAILING ADDRESS: CLUC: PRIMARY ZONE: BEDROOMS: FLOORS: ADJ SQUARE FOOTAGE: YEAR BUILT: LEGAL DESCRIPTION: SALE OIR: 19347-0807 01-0209-090-1080 2001 1432 BRICKELL AVE $ 1,22&,790 PARK PLACE AT BRICKELL LLC, 848 BRICKELL AVE #1010, MIAMI FL., 33131-2878 0013 OFFICE BUILDING $ 1,227,790 E 6407 HIGH DENSITY MIX USE WIDOW EXEMPTION: 0 BATHS: 0 2 LIVING UNITS: 0 31558 LOT SIZE: 13,831 SO FT 1925 TAXABLEVALUE: MARY BRICKELLS ADDN PB B-113 LOT 9 & S112 LOT 8 BLK 99 OR 19347-0807 1000 2 (12) SALE MONTH: 10 SALE YEAR: 2000 SALE AMOUNT: $15,000,000 ASSESSMENT YEAR: 2001 LAND VALUE: $ 1,22&,790 BUILDING VALUE: $ 1,000 MARKET VALUE: $ 1,227,790 E ASSESSED VALUE: $ 1,227,790 HOMESTEAD EXEMPTION: $ 0 WIDOW EXEMPTION: $ 0 TOTAL EXEMPTIONS: $ 0 TAXABLE VALUE: $ 1,227,790 ASSESSMENT YEAR: 2000 ASSESSED VALUE: $ 750,705 Submiitod 4�IrO ;•aubEiC LAND VALUE: $ 749,705 HOMESTEAD EXEMPTION: $ 0 record in conf1eclIon with BUILDING VALUE: $ 1,000 WIDOW EXEMPTION: $ 0 i On) b! its 'a"' I, mo MARKET VALUE: $ 750,705 E TOTAL EXEMPTIONS: $ 0 +� i l L' ?rrirlFl TAXABLEVALUE: ...$ 750,705 .�-� i!.- - - City Cleric , 4{ J �qI . d R) 4. http://gisims.co.miami-dade.fl.uslscriptslesrimap.dll?Name=PublicAccess&Crud=CreatePri..f 8/31/2001 PRINT VERSION 0 Page 1 or i FOLIO NUMBER: 01-0209-090.1090 2000 ASSESSED VALUE: ADDRESS: 1438 BRICKELL AVE LAND VALUE: $ 749,705 MAILING ADDRESS: PARK PEACE AT BRICKELL LLC. 848 BRICKELL AVE #1010, MIAMI FL,, 33131-2976 CLUC: 0013 OFFICE BUILDING $ 0 PRIMARY ZONE: 6407 HIGH DENSITY MIX USE TOTAL EXEMPTIONS: $ 0 BEDROOMS: 0 BATHS; 0 FLOORS; 2 LIVING UNITS: 0 ADJ SQUARE FOOTAGE: 4,122 LOT SIZE: 13,631 SQ FT YEAR BUILT: 1926 LEGAL DESCRIPTION: MARY BRICKEL-LS ADDN PB B-113 LOT 10 & N112 LOT 11 BLK 99 OR 19347-0807 1000 2 (12) SALE 01R: 19347-0807 SALE MONTH: 10 SALE YEAR: 2000 SALE AMOUNT: $ 15,000,000 ASSESSMENT YEAR: 2001 ASSESSED VALUE: $ 1,227,790 LAND VALUE: $ 1,226,790 HOMESTEAD EXEMPTION: $ 0 BUILDING VALUE: $ 1,000 WIDOW EXEMPTION: $ 0 MARKET VALUE: $ 1,227,790 E TOTAL EXEMPTIONS: $ 0 TAXABLE VALUE: $ 1,227,790 pubiia record yeti conitec,;Uon with item j on l M,.., l ol. _ Walter Fooman City Clerk http.Ilgisims.co.miami-dade.fl.uslscriptslesrimap.dll?Name=PublicAccess&Cmd=CreatePri..I 8/31/2001 ASSESSMENT YEAR: 2000 ASSESSED VALUE: $ 750,705 LAND VALUE: $ 749,705 HOMESTEAD EXEMPTION: $ 0 BUILDING VALUE: $ 1,000 WIDOW EXEMPTION: $ 0 MARKET VALUE: $ 750,705 E TOTAL EXEMPTIONS: $ 0 0 TAXABLE VALUE: $ 750,705 pubiia record yeti conitec,;Uon with item j on l M,.., l ol. _ Walter Fooman City Clerk http.Ilgisims.co.miami-dade.fl.uslscriptslesrimap.dll?Name=PublicAccess&Cmd=CreatePri..I 8/31/2001 MIN l' V h.KbIUN 0 0 Yage i of ! FOLIO NUMBER: 01-0209-090-1100 ASSESSED VALUE: + a7U�I:7�.:'..''_i ADDRESS: 1440 BRICKELL AVE $ 749,705 HOMESTEAD EXEMPTION: MAILING ADDRESS: PARK PLACE AT BRICKELL LLC. 848 BRICKELL AVE #1010 , MIAMI FL— , 33131-2976 CWC: 0013 OFFICE BUILDING WIDOW EXEMPTION: $ 0 Its PRIMARY ZONE: 6407 HIGH DENSITY MIX USE $ 750,705 E TOTAL EXEMPTIONS: BEDROOMS: 0 BATHS: 0 FLOORS: 2 LIVING UNITS: 0 ADJ SQUARE FOOTAGE: 3,761 LOT SIZE: 13,631 SQ FT YEAR BUILT: 1920 LEGAL DESCRIPTION: MARY BRICKELLS ADDN PB B-413 5112 LOT 11 & 12 BLK 99 OR 19347-0807 1000 2 (12) SALE OJR: 19347-0807 SALE MONTH: 10 SALE YEAR: 2000 SALE AMOUNT: $ 15,000,000 ASSESSMENT YEAR: 2001 ASSESSED VALUE: $ 1,227,790 LAND VALUE: $ 1,220,790 HOMESTEAD EXEMPTION: $ 0 BUILDING VALUE: $ 1,000 WIDOW EXEMPTION: $ 0 MARKET VALUE: $ 1,227,790 E TOTAL EXEMPTIONS: $ 0 TAXABLE VALUE: $ 1,227,790 ASSESSMENT YEAR: 2000 ASSESSED VALUE: + a7U�I:7�.:'..''_i "" b�l� LANs] VALUE: $ 749,705 HOMESTEAD EXEMPTION: $ 0 ����a�:;"�::��,.:" record in pJi,l with$750.705 �� BUILDING VALUE: $ 1,000 WIDOW EXEMPTION: $ 0 Its ` • O' on MARKET VALUE: $ 750,705 E TOTAL EXEMPTIONS: $ 0 �'"~ "� `��~ Wsa. hies € wman TAXABLE VALUE: $ 750,705 City Clerk J" NTM1,233 http://gisims. co.miami-dade. fl. uslscriptslesrimap. dll?Name=PublicAccess&Cmd=CreatePri.. l 8/31/2001 PRINT VERSION • Page I of I POLIO NUMBER: 01-0209-090-1110 ADDRESS: 1450 BRICKELL AVE MAILING ADDRESS: PARK PLACE AT BRICKELL LLC, 848 BRICKELL AVE #1010, MIAMI FL,, 33131-2976 CLUC: 0081 VACANT LAND PRIMARY ZONE: 6407 HIGH DENSITY MIX USE BEDROOMS: 0 BATHS: 0 FLOORS: 0 LIVING UNITS: 0 ADJ SQUARE FOOTAGE: 0 LOT SIZE: 13,631 SQ FT YEAR BUILT: 0 LEGAL DESCRIPTION: MARY BRICKELLS ADDN PB -113 LOT 13 & N 112 LOT 14 BLK 99 OR 19347-0807 1000 2 (12) SALE OIR: 19347-0807 SALE MONTH: 10 SALE YEAR: 2000 SALE AMOUNT: $ 15,000,000 ASSESSMENT YEAR: 2001 ASSESSED VALUE: $ 1,226,790 LAND VALUE: $ 1,226,790 HOMESTEAD EXEMPTION: $ 0 BUILDING VALUE: $ 0 WIDOW EXEMPTION: $ 0 MARKET VALUE: $ 1,226,790 TOTAL EXEMPTIONS: $ 0 TAXABLE VALUE: $ 1,226,790 ASSESSMENT YEAR: 2000 ASSESSED VALUE: $ 749,705 LAND VALUE: $ 749,705 HOMESTEAD EXEMPTION: $ 0 BUILDING VALUE: $ 0 WIDOW EXEMPTION: $ 0 S l� g��� 16., '1 � "`) n' ,,y public MARKET VALUE: $ 749,705 TOTAL EXEMPTIONS: $ 0 reco rdp+i�Ci��it'0fi�]��IRIith TAXABLE VALUE: $ 749,701tenl .l .mow Orl All—EAL MA +r Foeman City Cleric http://gisims,co.miami-dade.fl.uslscriptslesrimap.dll?Name=PublicAccess&Cmd= CreatePri..l 8/31/2001 PRINT VERSION 0 .rage i or i FOLIO NUMBER: ADDRESS: MAILING ADDRESS: CLUC: PRIMARY ZONE: BEDROOMS: FLOORS: ADJ SQUARE FOOTAGE: YEAR BUILT: LEGAL DESCRIPTION: SALE 01R: 19347-0807 ASSESSMENT YEAR: LAND VALUE: BUILDING VALUE: MARKET VALUE: 01-0209-090-1120 1460 BRICKELL AVE PARK PLACE AT BRICKELL LLC, 846 BRICKELL AVE *1010, MIAMI FI-- 33131-2976 0013 OFFICE BUILDING 6407 HIGH DENSITY MIX USE 0 BATHS: 0 3 LIVING UNITS: 0 47,758 LOT SIZE: 15,743 SO FT 1964 MARK BRICKELLS ADDN PS B-113 LOT 15 & PORT OF LOT 14 BLK 99 DESC INDB 3523-160 LOT SIZE IRREGULAR OR 19347-08071000 2 (12) SALE MONTH: 10 SALE YEAR: 2000 SALE AMOUNT: $ 15,000,000 2001 ASSESSED VALUE: $ 1,496,586 $ 1,495,585 HOMESTEAD EXEMPTION: $ 0 $ 1,000 WIDOW EXEMPTION: $ 0 $ 1,496,585 E TOTAL EXEMPTIONS: $ 0 WIDOW EXEMPTION: TAXABLE VALUE: $1,496,585 ASSESSMENT YEAR: 2000 ASSESSED VALUE: $866,865 CuimIUM, +"'(9 C' pUt7i LAND VALUE: $ 865,865 HOMESTEAD EXEMPTION: $ 0 record in byrUl�00! , BUILDING VALUE: $ 1,000 WIDOW EXEMPTION: $ 0 wn L.� On U--JF-:JO MARKET VALUE: $ B66,865 E TOTAL EXEMPTIONS: $ 0 Water Fuemi TAXABLE VALUE: $ 866,865 city Cie http://gisims.co.miami-dade.fl.uslscriptslesrimap.dll?Name=PublicAccess&Cmd=CreatePri..t 8/31/2001 PRINT VERSION 0 0 Page 1 of 1 FOLIO NUMBER: 01-0209-090-1130 ASSESSED VALUE: $ 826,000 ADDRESS: 1485 S MIAMI AVE LAND VALUE: $ 825,000 MAILING ADDRESS: PARK PLACE AT BRICKELL LLC, 848 BRICKELL AVE #-1010. MIAMI FL- , 33131-2975 CWC: 0013 OFFICE BUILDING BUILDING VALUE: $ 1,000 PRIMARY ZONE: 6407 HIGH DENSITY MIX USE recordi i with MARKET VALUE: BEDROOMS: 0 BATHS: 0 FLOORS: 1 LIVING UNITS: 1 ADJ SQUARE FOOTAGE: 3,175 LOT SIZE: 15,000 SQ FT YEAR BUILT: 1950 LEGAL DESCRIPTION: MARY BRICKELLS ADDN PS B-113 LOTS 17 8 18 BLK 99 OR 19347-0807 1000 2 (12) SALE OIR: 19347-0807 SALE MONTH: 10 SALE YEAR: 2000 SALE AMOUNT: $ 15,000,000 ASSESSMENT YEAR: 2001 ASSESSED VALUE: $ 1,051,000 LAND VALUE: $ 1,050,000 HOMESTEAD EXEMPTION: $ 0 BUILDING VALUE: $ 1,000 WIDOW EXEMPTION: $ 0 MARKET VALUE: $ 1,051,000 E TOTAL EXEMPTIONS: $ 0 TAXABLE VALUE: $ 1.051,000 ASSESSMENT YEAR: 2000 ASSESSED VALUE: $ 826,000 LAND VALUE: $ 825,000 HOMESTEAD EXEMPTION: $ 0 ,;9 p`.',sl0 public BUILDING VALUE: $ 1,000 WIDOW EXEMPTION: $ 0 recordi i with MARKET VALUE: $ 826,000 E TOTAL EXEMPTIONS: $ 0 its?'._ TAXABLE VALUE: $ 826,000 ir3 i -j }r''C?9Tlail 1 I� Slerk : , I -._ I t) n ins ':, .0 a- http : //gisims. co .miami -dade. fl. uslscriptslesrimap.dll?Name=PublicAccess &Cmd=CreatePri.. l 8/31/2001 PRINT VERSION • Page t of 1 FOLIO NUMBER: 01-0209-090-1140 ADDRESS: 1475-1477 S MIAMI AVE 2000 ASSESSED VALUE: MAILING ADDRESS: PARK PLACE AT BRICKELL LLC , 848 BRICKELL AVE #1010. MIAMI FL,, 33131-2976 CLUC: 0013 OFFICE BUILDING HOMESTEAD EXEMPTION: $ 0 PRIMARY ZONE: 6407 HIGH DENSITY MIX USE BEDROOMS: 0 BATHS: 0 FLOORS: 2 LIVING UNITS: 0 ADJ SQUARE FOOTAGE: 3,665 LOT SIZE: 7,500 SQ FT YEAR BUILT: 1935 TAXABLE VALUE: $ 413,500 MARY BRICKELLS ADDN PB B-113 LOT 19 BLK 99 LOT SIZE 50,000 X 150 OR 19347-0807 1000 2 LEGAL DESCRIPTION: (12) SALE OIR: 19347-0807 SALE MONTH: 10 SALE YEAR: 2000 SALE AMOUNT: $ 15,000,000 ASSESSMENT YEAR: 2001 ASSESSED VALUE: $ 526,000 LAND VALUE: $ 525,000 HOMESTEAD EXEMPTION: $ 0 BUILDING VALUE: $ 1,000 WIDOW EXEMPTION: $ 0 MARKET VALUE: $ 526,000 E TOTAL EXEMPTIONS; $ 0 TAXARI F VAI I IF• 1 628.000 ,r..., llie: public http:l/gisims.co.miami-dade.fl.us/scriptslesrimap.dll?Name=PublicAccess&Cmd=CreatePri..l 8/31/2001 record in"`l1� $ 1 '11 1, ASSESSMENT YEAR: 2000 ASSESSED VALUE: $ 413,500 P2r� bwith ('O LAND VALUE: $ 412,500 HOMESTEAD EXEMPTION: $ 0 [tern P� i jter r-0(,,,man BUILDING VALUE: $ 1,000 WIDOW EXEMPTION: $ 0 ,� MARKET VALUE: $ 413,500 E TOTAL EXEMPTIONS: $ 0 City Clerk TAXABLE VALUE: $ 413,500 http:l/gisims.co.miami-dade.fl.us/scriptslesrimap.dll?Name=PublicAccess&Cmd=CreatePri..l 8/31/2001 PRINT VERSION • • Page 1 of 1 FOLIO NUMBER: 01-0209-090-1150 ASSESSED VALUE: $ 783,926 S l.�bnll `4� �' ADDRESS: 1465 S MIAMI AVE $ 616,750 HOMESTEAD EXEMPTION: MAILING ADDRESS: PARK PLACE AT BRICKELL LLC, 848 SRICKELL AVE #1010, MIAMI FL,, 33131-2976 CLUC: 0003 MULTIFAMILY -APARTMENTS WIDOW EXEMPTION: PRIMARY ZONE: 6407 HIGH DENSITY MIX USE $ 783,926 TOTAL EXEMPTIONS: BEDROOMS: 7 BATHS: 7 FLOORS: 2 LIVING UNITS: 7 ADJ SQUARE FOOTAGE: 6,592 LOT SIZE: 11,250 SQ FT YEAR BUILT: 1949 CI'ly C$e9iL MARY BRICKELLS ADDN PB B-113 LOT 20 & S1I2 LOT 21 BLK 99 LOT SIZE 75.000 X 150 OR 19347- LEGAL DESCRIPTION: 0807 1000 2 (12) SALE OIR: 19347-0807 SALE MONTH: 10 SALE YEAR: 2000 SALE AMOUNT: $ 15,000,000 ASSESSMENT YEAR: 2001 ASSESSED VALUE: $ 973,909 LAND VALUE: $ 787,500 HOMESTEAD EXEMPTION: $ 0 BUILDING VALUE: $ 986,409 WIDOW EXEMPTION: $ 0 MARKET VALUE: $ 973,909 TOTAL EXEMPTIONS; $ 0 TAXABLE VALUE: $ 973,909 ASSESSMENT YEAR: 2000 ASSESSED VALUE: $ 783,926 S l.�bnll `4� �' '•I'I' ' �public LAND VALUE: $ 616,750 HOMESTEAD EXEMPTION: $ 0 record int �f l � BUILDING VALUE: $ 165,176 WIDOW EXEMPTION: $ 0 MARKET VALUE: $ 783,926 TOTAL EXEMPTIONS: $ 0 iteiCl - '�- ' 8 '" '°. - tt r, a�pq I �l�;���:i,:Y 7'�oo S:a i TAXABLE VALUE: $ 783,926 CI'ly C$e9iL http://gisims,co,miami-dade.fl.us/scriptslesrimap.dll?Name=PublicAccess&Cmd=CreatePri..i 8/31/2001 PRINT VERSION 0 • Wage 1 of 1 FOLIO NUMBER: 01-0209-090-1160 ASSESSED VALUE: LAND VALUE: ADDRESS: 1451-1453-1455 S MIAMI AVE BUILDING VALUE: $ 1,000 MAILING ADDRESS: PARK PLACE AT BRICKELL LLC, 848 BRICKELL AVE #1010, MIAMI FL— , 33131-2976 CLUC: 0003 MULTIFAMILY -APARTMENTS PRIMARY ZONE: 6407 HIGH DENSITY MIX USE BEDROOMS: 6 BATHS: 5 FLOORS: 1 LIVING UNITS: 3 ADJ SQUARE FOOTAGE: 4,076 LOT SIZE: 11,250 SQ FT YEAR BUILT: 1940 LEGAL DESCRIPTION: MARY BRICKELLS ADDN PB B-113 LOT 22 & N112 LOT 21 BLK 99 LOT SIZE 75.000 X 150 OR 19347- 0807 1 000 2 (12) SALE OR 19347-0807 SALE MONTH. 10 SALE YEAR: 2000 SALE AMOUNT: $ 15,000,000 ASSESSMENT YEAR: 2001 ASSESSED VALUE: $ 788,500 LAND VALUE: $ 787,500 HOMESTEAD EXEMPTION: $ 0 BUILDING VALUE: $ 1,000 WIDOW EXEMPTION: $ 0 MARKET VALUE: $ 788,500 E TOTAL EXEMPTIONS: $ 0 TAXABLE VALUE: $ 788,500 ASSESSMENT YEAR: 2000 ASSESSED VALUE: LAND VALUE: $ 618,750 HOMESTEAD EXEMPTION: BUILDING VALUE: $ 1,000 WIDOW EXEMPTION: MARKET VALUE: $ 619,750 E TOTAL EXEMPTIONS: TAXABLE VALUE: $819,750 Subrnitiod Wn Ian pubiiC $ o retard in Lir: a r x a,I'r With $ 0 Item on �- $ fi19,7'.i0 Waitei .()& nan uy C,lork http://gisims.co.miami-dade.fl.uslscriptslesrimap.dll?Name=PublicAccess&Cmd=CreatePri, .l 8131/2001 PRINT VERSION 10 Page IotI FOLIO NUMBER: 01-0209-090-1170 ADDRESS: 1443 S MIAMI AVE MAILING ADDRESS: PARK PLACE AT BRICKELL LLC, 848 BRICKELL AVE #1010, MIAMI FL, , 33131-2976 CLUC: 0013 OFFICE BUILDING PRIMARY ZONE: 6407 HIGH DENSITY MIX USE BEDROOMS: 0 BATHS: 0 FLOORS: 2 LIVING UNITS: 0 ADJ SQUARE FOOTAGE: 2,653 LOT SIZE: 7,500 SQ FT YEAR BUILT: 1925 LEGAL DESCRIPTION: MARY BRICKELLS ADDN PB B-113 LOT 23 BLK 99 LOT SIZE 50.000 X 150 OR 19347-0807 1 000 2 TOTAL EXEMPTIONS: (12) SALE OIR: 19347-0807 SALE: MONTH: 10 SALE YEAR: 2000 SALE AMOUNT: $15,000,000 ASSESSMENT YEAR: 2001 ASSESSED VALUE: $ 526,000 LAND VALUE: $ 525,000 HOMESTEAD EXEMPTION: $ 0 BUILDING VALUE: $ 1,000 WIDOW EXEMPTION: $ 0 MARKET VALUE:: $ 526,000 E TOTAL EXEMPTIONS: $ 0 TAXABLE VALUE: $ 526,000 ASSESSMENT YEAR: 2000 ASSESSED VALUE: $ 413,500 r �ubmitled irilzrs tic public LAND VALUE: $ 412,500 HOMESTEAD EXEMPTION: $ 0 record in with BUILDING VALUE: $ 1,000 WIDOW EXEMPTION: $ 0 item Pa --X.- On jlt 15.01 MARKET VALUE: $ 413,500 E TOTAL EXEMPTIONS: $ 0 laTAXABLE VALUE: $ 413,500 A, :y Clerk � 1r tT sp c http:l/gisims.co.miami-dade.fl.uslscriptslesrimap.dl l?Name=]3ublicAccess&Cmd=CreatePri..l 8/31/2001 PRINT VERSION Pi 0 Page 1 of I FOLIO NUMBER: 01-0209-090-1180 $ 716,00{�Sy lla, 1. �' ?l1F± public ADDRESS: 1435 S MIAMI AVE $0 record In with MAILING ADDRESS: PARK PLACE AT BRICKELL LLC, 848 BRICKELL AVE *1010, MIAMI FL— , 33131-2976 CLUC: 0013 OFFICE BUILDING $ 716,000 E . TOTAL EXEMPTIONS: . PRIMARY ZONE: 6407 HIGH DENSITY MIX USE TAXABLE VALUE: BEDROOMS: 4 BATHS: 2 FLOORS: 1 LIVING UNITS: 1 ADJ SQUARE FOOTAGE: 2,443 LOT SIZE: 13,000 SQ FT YEAR BUILT: 1948 LEGAL DESCRIPTION: MARY BRICKELLS ADDN PB B-113 LOTS 24 & 25 BLK 99 LOT SIZE 100.000 X 930 OR 19347-0807 1000 2 (12) SALE OIR: 19347.0807 SALE MONTH: 10 SALE YEAR: 2000 SALE AMOUNT: $ 15,000,000 ASSESSMENT YEAR: 2001 ASSESSED VALUE: $ 911,000 LAND VALUE: $ 910,000 HOMESTEAD EXEMPTION: $ 0 BUILDING VALUE: $1,000 WIDOW EXEMPTION: $ 0 MARKET VALUE: $ 911,000 E TOTAL EXEMPTIONS: $ 0 TAXABLE VALUE: $ 911,000 ASSESSMENT YEAR: LAND VALUE: BUILDING VALUE: MARKET VALUE: 2000 ASSESSED VALUE: $ 716,00{�Sy lla, 1. �' ?l1F± public $715,000 HOMESTEAD EXEMPTION: $0 record In with $1,000 WIDOWEXEMPTION: $0 item $ 716,000 E . TOTAL EXEMPTIONS: . $ 0 TAXABLE VALUE: $ 716,000�icd http://gisims.co.miami-dade.fl.us/scriptslesrimap.dll?Name=PublicAccess&Cmd=CreatePri..i 8/31/2001 PRINT VERSION 0 Page 1 of 1 FOLIO NUMBER: 01-0209-090-2010 ADDRESS: 1 SE 15 RD MAILING ADDRESS: PARK PLACE AT BRICKELL LLC, 848 BRICKELL AVE #11010, MIAMI FL, , 33131-2976 CLUC: 0001 RESIDENTIAL- SINGLE FAMILY PRIMARY ZONE: 6407 HIGH DENSITY MIX USE BEDROOMS: 4 BATHS: 2 FLOORS: 1 LIVING UNITS: 1 ADJ SQUARE FOOTAGE; 3,540 LOT SIZE: 10,773 SQ FT YEAR BUILT: 1955 LEGAL DESCRIPTION: WILKINSONS SUB PB 51-21 LOTS 16-A & 16-B BLK 99-S LOT SIZE 71.820 X 150 OR 19347-08071000 2 (12) SALE OIR: 19347-0807 SALE MONTH: 10 SALE YEAR: 2000 SALE AMOUNT: $ 15,000,000 ASSESSMENT YEAR: 2001 ASSESSED VALUE: $ 755,110 LAND VALUE: $ 754,110 HOMESTEAD EXEMPTION: $ 0 BUILDING VALUE: $ 1,000 WIDOW EXEMPTION: $ 0 MARKET VALUE: $ 755,910 E TOTAL EXEMPTIONS: $ 0 TAXABLE VALUE. $ 755,110 ASSESSMENT YEAR: 2000 ASSESSED VALUE: $ 593,515 `„y .,.. , , �. ,1 y publia LAND VALUE: $ 592,515 HOMESTEAD EXEMPTION: $ 0 recordP� �.":�::;I'�I�E_`'ti';i;I:;JBi with BUILDING VALUE: $1,000 WIDOW EXEMPTION: $ 0 item Z �F. �� b �S Q"L MARKET VALUE: $ 593,515 E TOTAL EXEMPTIONS: $ 0 ' TAXABLE VALUE: $ 593,515 -'•r?' i (:3eman Glerk http:Ilgisims.co.miami-dade.fl.uslscriptslesriinap.dll?Name=PublicAccess&Cmd=CreatePri..l 8/31/2001 This InstruMea( prepared Ely and After Recording ,Ratutn to,. 8ea4-iz Azcuy-Diaz, Esq. Wail, Gotslml & Manges LL2 701 13riekell Avenue saite 2I Oq Mid,11Iorida 33131 Parcel icientica#ian 1Vos. 0I -0209 -090 -logo 01.10209-040-1090 01-0209-09Q-11 0o 01-0209-090-1110 01-0209-090.1120 0I -0209-090-I130 01-0209.090-1140 01-0209-090-1Iso 01-0209-090-1160 )1-0-)09-090-1170 )1-0209-090-1180 II -0209-090-2010 • 9 REC. �trCt S 2000 NOV C+1 14.55 DOUT0UE 70:C00.00 0URTX 677500,.0Q HARVEY RUVIN CLERK CADE COUNTYv FL SPECIAL WARRANTY DEED This Yndenture, made as of the A ay of October, 2000, between uric Realty C't3 Y a,l' 0022 corporation, Iaaving an address at 55 East s9t1x Stx Br, 2nd Floor, 'ark New York 1 QQ2,� '� ke11 Fnves Cmebt ( Q'antOr") and Park Place At 131rickell LLC, a Florida Iimited liability company, having an address at 848 Brickell Avenue, Suite IOIO, Miatni,'Florida 33131 ('I Grantee" WITNESSETx: Tixat Grantor, for and in conaideratia,n of the sum of Tett and no/IDD Dollars ($10.00) for other good and valuable consideration, the receipt and sufficiency of wluclz ate € `0Q) and acknowledged and confessed., hereby grants, bargains, sells, aliens, remises releases) dud c bed real unto Grantee ri right, title and interest which Grantor has in the fell described real r4 ert � Ases, cotiveys P lz Y arztl rights and interests in rest property situate lying awing Dade County, Florida, to -wit: Y g and being in Miami - See Exhibit "A" attached hereto and incorporated herein by reference F cu v L �L . (The foregoing real property together with all improvert3ents and fixtures located thereon f�7' U sometirnes collectively referred t4 herein fts the "Pro a ereon are C; � �, p �,+� � .rte= Together with all in'praverments and fixtures Iocated thereon, and All ens streets and other appurtenances therettnta belongingywise appertaining. or in an ements, rights -cif way, � C� TO have and to hold, the same ill fee simple forever, I ;i ..- 2'* � 7 MEI:l9A6431Q717}6102}.ppCllgl.S4.4003 [ )_ Y # � REC.�I UUUU The conveyance of the Property -is subject only to those encumbrances set Forth on Uhibit "B" attached hereto and incorporated herein by reference, without intending to reimpose same. And Grantor hereby covenants with said Grantee that Grantor hereby warrants the title to Property and will defend the same against the lawful claims of all persons claiming by, igh or under said Grantor, but not othenvise. IN WITNESS WHFREOF, Grantor has hereunto executed this Spccial Warranty Beed as of the day and year first above written. Signed, Sealed and Delivered it the presence of: 2 E .y STATE OF FLORIDA } COUNTY OF MIAMI -RADE MCi ELL INVESTMENT REALTY CORP.,Floida cration 41 By: C're rge L. Flas President The foregoing instalment was acknowledged before me this 0- day of October, 2000, r George L, Farias, as President of Brickell Investment Realty Corp,, a Florida corporation, on ,half of said corporation. He is personally known to me or has produced y .,1l1111,�A��+coi as identification. Y Commission Expires; 1'6-K I Q el Notary li t, Siate of lorida [Notarial Sea]] mAYRA M. do la 03A µY WMMM5)ON 1 Q NAM, +R + 4 ended'3iltulioS4ilf��IfnEfMMv�I�O!'1 W02!="01 54-.0D01 2 public r}ec()r :?o ..14 ,1;'',,.7�i�1 with ern FlJiililan 01y Clerk Rig: I9�r�c,aaoa EXHIBIT "A" :South 1/2 of Lot a and Lots 9 through 15, both inclusive, and Tots 17 through 25, both usivs, Block 99 South, of AMENDED .MAP OF BRIG ELL'S ADDITION TO THE MAP MIAMI, according to the Plat thereof, recorded in Plat Book B, Page 1 l3, of the Public ords of Miami -Dade County, Florida and Lots 16A and 16B, of WILKINSON'S IDWISION, according to the flat thereof, as recorded its Plat Book 51, Page 21, of the lic Records of Miami -Dade County, Florida. W LAW U0214102! � i3WH 154 W03 -�UbfnilZ-od 17'P6q record in f,-)rjTj(' iters L? -'.,j or; W611 0 CONSUELO M. QUINTANA REAL ESTATE DATA RESEARCHER 1111 SW 11th Avenge, Miami, FL 33129-1820 OFC # 305-858-2287 FAX # 305-859-2439 AUGUST 29, 2001 CITY OF MIAMI PLANNING & ZONING BOARD ADMINISTRATION DEPARTMENT P.O. BOX 330708 MIAMI, FL 33133 RE: PROPERTY OWNERSHIP LIST 500'FT FROM; (SEE MAP ATTACHED) MIAMI, FL 33131 F#010209-090-1080110901110011110/1120111301 11401115011160111701118012010 (STREET ADDRESS) S112 OF LOT 8, & LOTS 9 THRU 15 INC, & LOTS 17 THRU 25 INC BLOCK 99-S ` AMD MAP OF BRICKELL'S ADDN TO THE CITY OF MIAMI SOUTH PLAT BOOK B-113 (AND) LOTS 16A & 16B WILKINSON'S SUBDIVISION PLAT BOOK 51-21 SECTION 33, TNSHP 545, RANGE 41 E (LEGAL DESCRIPTION) DADE COUNTY FLORIDA. THIS IS TO CERTIFY THAT THE ATTACHED OWNERSHIP LIST, MAP AND MAILING MATRIX IS A COMPLETE AND 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, (1,087 LABELS) (MIA -2303) (L-679) (INV -2549) (TX -8129101) C-893189416331143114 record in with Item BEA- on Y:. s... R" -roman City Clerk '. `? 3 3 0 I (L -679L) (36 LABELS WITHOUT REPETITION) (ORIGINALLY 62 NAMES) APvi—RICAN VENTURES PROP CITY OF MIA DEPT OF BOULEVARD GARAGE LLC FUND -1 LTD P & D DIV ASSET MGT % M & E HOLDINGS LLC BLUMBERG BRICKELL LTD 444 SW 2ND AVE #325 425 E 61 ST ST 255 ALHAMBRA CIR #1100 MIA FL 33130 NEW YORK NY 10021 C GABLES FL 33134 REPUBLIC FIFTY ONE RICHARD OCCONNELL TR BLVD GARAGE 11 LLC BRICKELL LLC % TRANSAL CORP % RSVP MET PKG LLC 2666 BRICKELL AVE 2121 SW 3 AVE 8TH FL 333 EARLE OVINGTON DR MIA FL 33129 MIAMI FL 33129 #1030 UNIONDALE NY 11553 FOURTEEN FIFTY ONE THE TAP LIN CO LTD UNITED NATL BK BRICKELL 1177 KANE CONCOURSE % CONTROLLERS OFC 2666 BRICKELL AVE BAY HARBOR ISL FL 33154 1399 SW 1STAVE MIA FL 33129 MIA FL 33130 DIOCESE OF NEWTON FOR THE PHOENIX INV CO LE 14TH BRICKELL W LTD MELITES IN TH USA INC REM R O'CONNELL TRUSTEE 1177 KANE CONCOURSE 1501 BRICKELL AVE 2121 SW 3RD AVE 8FL BAL HARBOUR ISL FL MIA FL 33129 MIA FL 33129 33154 SMAS J BAKER TIGERVEST NV 14 BRICKELL WEST LTD S MIA AVE 1333 S MIAMI AVE #301 % 1177 KANE CONCOURSE IA FL 33129 MIA FL 33130 #201 BAY HARBOR ISLD FL 33154 HILDAWAY YOUNG TR PACIFIC NATL BK NA UNITED NATL BK 1565 S MIAMI AVE 1390 BRICKELL AVE 1399 SW FIRST AVE MIA FL 33129 MIA FL 33131 MIA FL 33130 1550 BRICKELL ASSOC TIGERVEST NV TOM PENNEKAMP & MARY J 10625 N KENDALL DR % SMITH ORTIZ GOMEZ & B 1434 S MIAMI AVE MIA FL 33176 132 MINORCA AVE MIA FL 33130 C GABLES FL 33134 LUPETTO INC TIGERVEST NV MARY J PENNEKAMP TR .�- .. 200 S BISC BLVD #4815 % DELOITTE & TOUCHE 6710 LE JEUNE RD E: MIA FL 33131 201 E KENNEDY BLVD #700 C GABLES FL 33146, TAMPA FL 33602 � ctl EVERETT V SUGARBAKER HELM BANK % CONTROLLER TOM & M J PENNEKAM;? ''r -r10 BRICKELL AVE 1312 S MIA AVE 1430 S MIA AVE `a N 0 1I FL 33129 MIA FL 33130 MIA FL 33130 uas TERREMARK BRICKELL 11 LTD HB/SPC INC HAROLD & S SAWELSON 3 2601 S BAYSHORE DR #1600 1200 BRICKELL AVE #305 1450 S MIA AVE MIA FL 33133 MIA FL 33131 MIA FL 33130 2 L -679L NI\,NEL & V GOESEKE JAVIER & A CERVERA 1492 S MIA AVE MIA FL 33130 PROVOST & PARTNERS INC 75 SW 15TH RD MIA FL 33129 P SCHRAEDEL & ANN SCHRAEDEL HAFF PO BOX 310404 MIA FL 33231 E S PROPERTIES INC 1395 HRICKELL AVE MIA FL 33131 ORIL INCORPORATED BRIKCELL AVE 3FL MIA FL 33131 CORAL STATION LTD % BVT DEV CORP 3350 RIVERWOOD PKWY #1500 ATLANTA GA 30339 �3ubrnl-,",od public r©oord aA Frith item alt, ....,...Jt„". �. - I !11 v 0ark THE PALACE CONDO, 1541 BRICKELL AVE, MIA FL 33129 (C -894L) (270 LABELS WITHOUT REPETITION) (ORIGINALLY 303 NAMES) Pi%—L R OXLEY JR PAUL A JAURE MARKAMBI CORP 1541 BRICKELL AVE #A401 1541 BRICKELL AVE #A1501 1541 BRICKELL AVE #A2501 MIA FL 33129 MIA FL 33129 MIA FL 33129 MYLENE CORP NV JOSE GARCIA SOLANO PALCHOAL & M THOMEU % KAUFMAN ROSSIN & CO 1541 BRICKELL AVE #A1601 % BARCLAYS BK 2699 S BAYSHORE DR MIA FL 33129 801 BRICKELL AVE 16FL MIA FL 33133 MIA FL 33131 ANDREAS STYLIANOPOULOS ELVIRA V & S J BAKER IVONNE ESTEFAN 1541 BRICKELL AVE #A601 1541 BRICKELL AVE #A1701 1541 BRICKELL AVE #A2701 MIA FL 33129 MIA FL 33129 MIA FL 33129 TONOSI TRADING CO INC H P & R FORREST ANGELA DIEGO 11625 SW 69TH CT 1541 BRICKELL AVE #A1801 1541 BRICKELL AVE #A2801 MIA FL 33156 MIA FL 33129 MIA FL 33129 TOR HUGO HABIB JAMES L & J G BERENTHAL ABEL TABUYO .MUL MGT CORP 1541 BRICKELL AVE #A1901 1541 BRICKELL AVE #A2901 6601 SW 79TH CT MIA FL 33129 MIA FL 33129 MIA FL 33143 THEODORE A & N I JEWELL MANSHO & LIA KHILNANI JOSE M & M C LASUEN 1541 BRICKELL AVE #A901 18 SARGENT RD % BEGONA ARTINANO MIA FL 33129 SCARSDALE NY 10583 600 BILTMORE WAY #913 C GABLES FL 33134 STALIN D COLINET PENNINGTON INV LTD EDUARDO & G CUE 1541 BRICKELL AVE #A1001 2665 S BAYSHORE DR #701 1541 BRICKELL AVE #A3101 MIA FL 33129 MIA FL 33133 MIA FL 33129 ATOOF HOSSEIN] BALM y ALLEN H BENOWITZ WALED E S AL-HAKTANY 10790 WILSHIRE BLVD #1402 1541 BRICKELL AVE #A2201 1541 BRICKELL AVE #A3a0jl- LOS ANGELES CA 90024 MIA FL 33129 MIA FL 33129'c.x 3 _ o) ALBERTO J & N BENGOLEA LORENZO PELLICIOLI �J CARLOS A LOPEZ JR ,, i s cE "'VATERSIDE PLZ #12A 1541 BRICKELL AVE #A2301 799 BRICKELL PLZ #70fV YORK NY 10010 MIA FL 33129 MIA FL 33131 0a DELMO & I MOURA CAROL BUTTS N T & T S CHULANI e0 1541 BRICKELL AVE #A1401 1541 BRICKELL AVE #A2401 1541 BRICKELL AVE #A3401 MIA FL 33129 MIA FL 33129 c} MIA FL 33129 THE PALACE CONDO, 1541 BRICKELL AVE, MIA FL 33129 (C -894L) 0 RL A PAULA M ROSSETTI ALFREDO & E ARRAUT ERNESTO R & J R LIMA 401 E 80TH ST 1541 BRICKELL AVE #A902 881 OCEAN DR #3G NEW YORK NY 10021 MIA FL 33129 KEY BISC FL 33149 ALEXANDRA ROSS PETER THOMAS MAURICIO & D D BEHAR 1541 BRICKELL AVE #A3601 1541 BRICKELL AVE #A1002 1541 BRICKELL AVE #A2102 MIA FL 33129 MIA FL 33129 MIA FL 33129 J P& R DERRENBERGER ELIZABETH G SCHNEIDER H A BENOWITZ 1541 BRICKELL AVE #A3701 % NATIONSBK PVT CLIENT GRP 1541 BRICKELL AVE #A2202 MIA FL 33129 PO BOX 26688 MIA FL 33129 RICHMOND VA 23261 DAVID B C MARTINS CHRISTINE MARTINDALE PETER A COHEN 1541 BRICKELL AVE #A3801 1541 BRICKELL AVE #A1202 1541 BRICKELL AVE #A2302 MIA FL 33129 MIA FL 33129 MIA FL 33129 ` M SCHWEIDGER MARIA E GOSS PETER LOBNIG BRICKELL AVE #A3901 1541 BRICKELL AVE #A1402 1541 BRICKELL AVE #A2402 MIA FL 33129 MIA FL 33129 MIA FL 33129 RAYMOND H 11 & A C BOLDUC DANIEL J FERNANDEZ MARIA DEL CARMEN CARVAJAL 1541 BRICKELL AVE #A402 1541 BRICKELL AVE #A1502 1541 BRICKELL AVE #A2502 MIA FL 33129 MIA FL 33129 MIA FL 33129 ROBERTA COSTA & EFRAIN & PAZ S LEON LEON COOPER ANNAMARIA PEIRO 1541 BRICKELL AVE #A1602 1541 BRICKELL AVE #A2602 1541 BRICKELL AVE #A502 MIA FL 33129 MIA FL 33129 MIA FL 33129 SUZANNE DELEHANTY EVELIO ESTRELLA & SERGIO O & ANA M JACIN7'0:::: 45 1541 BRICKELL AVE #A602 NERY SUAREZ 1541 BRICKELL AVE #A2702 :! a MIA FL 33129 1541 BRICKELL AVE #A1702 MIA FL 33129 F,3 MIA FL 33129 r,> €:) r" C t ELEANORE H GERHART EVELYN COHEN CAMBRIDGE INTL INC ' 1 BRICKELL AVE #A702 % R MERKIN 1541 BRICKELL AVE #A28i t f:w ob`L 33129 13100 SW 11TH CT #C411 MIA FL 33129 PEMB PINES FL 33027 ENRIQUE & M C ARRANZ 1RWIN & L & J POTASH NICHOLAS KEGLEVICH 1541 BRICKELL AVE #A802 1541 BRICKELL AVE #A1802 1541 BRICKELL AVE #A2902 MIA FL 33129 MIA FL 33129 W 1. 2 j ,` MIA FL 33129 THE PALACE CONDO, 1541 BRICKELL AVE, MIA FL 33129 (C -894L) 0 AN , HONY B TRAVERS % ZERBONE CATERVA 100 S BISC BLVD #700 MIA FL 33131 KARIM PHARAON 1541 BRICKELL AVE 3102 MIA FL 33129 ASSARI FARHAD 1541 BRICKELL AVE #3202 MIA FL 33129 ANDREAS & A MEINHOLD 1541 BRICKELL AVE #A3302 MIA FL 33129 0 IJSTO J & A M BAPTISTA BRICKELL AVE #A3402 MIA FL 33129 JOSEPH BLASSER 1541 BRICKELL AVE #A3502 MIA FL 33129 FRANCISO C R GIRAO % CAROLINA FRIEDHOFF 1901 BRICKELL AVE #B204 MIA FL 33129 NICHOLE D SCOTT LE 1541 BRICKELL AVE #A3702 MIA FL 33129 NORIMA INC BRICKELL AVE #A3802 ='L 33129 MARIO C RODRIGUEZ 1541 BRICKELL AVE #A3902 MIA FL 33129 LINDA J PLUNKETT 1541 BRICKELL AVE #6403 MIA FL 33129 PETER G & C K MENEDIS 1541 BRICKELL AVE #503 MIA FL 33129 FRANK G & L C A KARDONSKI 1541 BRICKELL AVE #603 MIA FL 33129 MARIA E & J A LARREA 1541 BRICKELL AVE #703 MIA FL 33129 ALBERTO HERRERA & ADELA ABELLA 1541 BRICKELL AVE #803 MIA FL 33129 HUMBERTO E & M M ROBLES 1541 BRICKELL AVE #903 MIA FL 33129 GALIA SANDRES 1541 BRICKELL AVE #1003 MIA FL 33129 JORGE J & M T YUNIS 1541 BRICKELL AVE #1103 MIA FL 33129 ALAN SMITH GERMAN MOLINA 1541 BRICKELL AVE #1203 MIA FL 33129 RAFAEL L GUZMAN 1541 BRICKELL AVE #1403 MIA FL 33129 3 RICARDO & E GONZALEZ 1541 BRICKELL AVE #1503 MIA FL 33129 IVONNE GONCALVES 1541 BRICKELL AVE #1603 MIA FL 33129 MICHAEL R & G BOYCE 5301 SW 77TH CT #206G MIA FL 33155 LAZARO MORGA 1541 BRICKELL AVE #1 B03 MIA FL 33129 ROBERT WASILEWSKI 1541 BRICKELL AVE #1903 MIA FL 33129 LETICIA & J T TOBAR 1541 BRICKELL AVE #2003 MIA FL 33129 PATRICIA M ALVAREZ 1541 BRICKELL AVE #2103 MIA FL 33129 CHAIM STERN & LEA LANE 1541 BRICKELL AVE #226 3 MIA FL 33129 MILLSIDE ENT LTD C3 1541 BRICKELL AVE #23.03 MIA FL 33129 ,,45= PETER LOBNIG 1541 BRICKELL AVE #2403 MIA FL 33129 c— Qj c1� � KCS D: THE PALACE CONDO, 1541 BRICKELL AVE, MIA FL 33129 (C -894L) 0 M ,rIAEL J & M V OSMAN TAYLOR & P LARIMORE LIPOSOL SA 1541 BRICKELL AVE #2503 1541 BRICKELL AVE #3503 1541 BRICKELL AVE #904 MIA FL 33129 MIA FL 33129 MIA FL 33129 DAVID & L VOGEL MARCIO DE MELLO MATTOS ASIA GAMBOA 1541 BRICKELL AVE #2603 1541 BRICKELL AVE #3603 1541 BRICKELL AVE #1004 MIA FL 33129 MIA FL 33129 MIA FL 33129 ALODEB INC CHYSUCA NV A J& I H S ELIASCHEV 1541 BRICKELL AVE #2703 % RAFAEL A ACEVEDO 1541 BRICKELL AVE #1104 MIA FL 33129 PO BOX 450804 MIA FL 33129 MIA FL 33245 GARCIELA LODOS NORIMA INC JOSE M & S FERNANDEZ VIVIAN GUERRA % MARY MARTIN 1541 BRICKELL AVE #1204 1541 BRICKELL AVE #2803 6 BEDFORD RD MIA FL 33129 MIA FL 33129 PORT WASHINGTON NY 11050 NARDO DIAS MARIO C RODRIGUEZ KEPRON LTD aNA BRANDAO 1541 BRICKELL AVE #3903 % ATTN G LUSSAN 1541 BRICKELL AVE #2903 MIA FL 33129 37 THUKLOE ST MIA FL 33129 LONDON SW7 21-0 MARIANO & D B D GONZALEZ ALEJANDRO & M BLOCH JEREMY & RONNI SHAPIRO 8190 NW 66TH ST 1541 BRICKELL AVE #404 1541 BRICKELL AVE #1504 MIA FL 33166 MIA FL 33129 MIA FL 33129 LUIS F VILLANUEVA TIMUR & S C COLAK ANTONIO TILKIAN 1541 BRICKELL AVE #3103 1541 BRICKELL AVE #504 1541 BRICKELL AVE #1604 MIA FL 33129 MIA FL 33129 MIA FL 33129 JOHNNY SALOMON DARIO & MARIA C DIEZ RICHARD ZARETSKY 1541 BRICKELL AVE #3203 1541 BRICKELL AVE #604 BETTY BARON f.cs MIA FL 33129 MIA FL 33129 1541 BRICKELL AVE #184 MIA FL 33129 .� �.. U :; MIRTA 0 FLORIN LOLO PROPERTIES INC JUAN B &A. MARTINEZ ; Cs BRICKELL AVE #3303 1541 BRICKELL AVE #704 1541 BRICKELL AVE #199}4 =L 33129 MIA FL 33129 MIA FL 33129 µ.: a NATHAN C & B WALBERG HELIO DE CASTRO NEVES &j RAFAEL A CARVAJAL 1541 BRICKELL AVE #3403 1541 BRICKELL AVE #804 1541 BRICKELL AVE #2004 MIA FL 33129 „ 4 MIA FL 33129 s s- MIA FL 33129 ALAN CHAMBERS NATHAN C & B WALBERG J A CUADRADO THE PALACE CONDO, 1541 BRICKELL AVE, MIA FL 33129 1541 BRICKELL AVE #3404 (C -894L) MIA FL 33129 MIA FL 33129 0 ADmiEN & E SAPIRO GUILLERMO P RODRIGUEZ NORMAN & A MAZZAWI 1541 BRICKELL AVE #2104 1541 BRICKELL AVE #3104 1541 BRICKELL AVE #505 MIA FL 33129 MIA FL 33129 MIA FL 33129 NORBERTO & ANA M PRIU EMILIO SANCHEZ ISTAN LTD 1643 BRICKELL AVE #3405 % ADVANTAGE INTL 1541 BRICKELL AVE #605 MIA FL 33129 1751 PINNACLE DR #1500 MIA FL 33129 1541 BRICKELL AVE #1105 MC LEAN VA 22102 EVERETT A SHESLOW HECTOR H & M E BUITANO SALLY H WISE 1541 BRICKELL AVE #2304 1541 BRICKELL AVE #3304 1541 BRICKELL AVE #705 MIA FL 33129 MIA FL 33129 MIA FL 33129 ALAN CHAMBERS NATHAN C & B WALBERG J A CUADRADO 1541 BRICKELL AVE #2404 1541 BRICKELL AVE #3404 1541 BRICKELL AVE #805 MIA FL 33129 MIA FL 33129 MIA FL 33129 VAN & HELVIA OCHOA ROBERT H & M T WINSTEAD LUIS C & ROSA L ALVAREZ OX 15509 1541 BRICKELL AVE #3504 1541 BRICKELL AVE #905 MIA FL 33101 MIA FL 33129 MIA FL 33129 JORGE & JODI S LOSTAL RICHARD DAVI CORPORACION RALICO SA 1541 BRICKELL AVE #2604 1541 BRICKELL AVE #3604 % MURAI 25 SE 2ND AVE MIA FL 33129 MIA FL 33129 #830 MIA FL 33131 KAREN J SIMMONS DONALD A CARLSON YVONNE FERRERA 1541 BRICKELL AVE #2704 1541 BRICKELL AVE #3704 1541 BRICKELL AVE #1105 MIA FL 33129 MIA FL 33129 MIA FL 33129 CARLOS N DE LA GUERRA MICHAEL H GLOGOWER NATUREVIEW INV LTD 1541 BRICKELL AVE #2804 1541 BRICKELL AVE #3804 1541 BRICKELL AVE #1205 3=- MIA FL 33129 MIA FL 33129 MIA FL 33129 .., `" stet a c� r 44 PENFIELD INV CORP RICHARD H & J ROGERS CARLOS COLLARTE F' ' BRICKELL AVE #2904 1541 BRICKELL AVE #3904 1541 BRICKELL AVE #1465 � h =L 33129 MIA FL 33129 MIA FL 33129 MIGUEL BREDA & P MARQUES ROBERT VERNOA JOHN A & C BORRENSEN'' "= 1541 BRICKELL AVE #3004 1541 BRICKELL AVE #4.05 1541 BRICKELL AVE #1505 MIA FL 33129 MIA FL 33129 •-- -12 MIA FL 33129 i i 5 THE PALACE CONDO, 1541 BRICKELL AVE, MIA FL 33129 (C -894L) 0 DGi.3TEN PROP NV DANIEL MICHAEL CORP L & L ASSOCIATES % BILD PROP INC 1541 BRICKELL AVE #2605 % SANI 11636 N KENDALL DR MIA FL 33129 140 STATION RD MIA FL 33176 GREAT NECK NY 11024 MANUEL & M R DOMINGUEZ DALIMIL & ELISA A KYBAL WILLIAM S POLLAK 1541 BRICKELL AVE #1705 1541 BRICKELL AVE #2705 1541 BRICKELL AVE #3705 MIA FL 33129 MIA FL 33129 MIA FL 33129 STEPHEN J MAKAR NINA BLUMENFELD ROGER G KALLMAN 1541 BRICKELL AVE #1805 12 MURCHISON PL LONDSDALE STUDIOS 19 MIA FL 33129 WHITE PLAINS NY 10605 LONSDALE PL BARNSBURY ISLINGTON LONDON NI IEL UK 00000 AUDREY T RENAULT MAXIM ENT LTD PALM ISLAND REALTY LTD 1541 BRICKELL AVE #1905 % RU,RAL INTL INC 1541 BRICKELL AVE #3905 MIA FL 33129 200 S BISC BLVD #3750 MIA FL 33129 MIA FL 33131 'REY STURMTHAL KEVIN R HALL PAUL T DEE 0 BRICKELL AVE #2005 1541 BRICKELL AVE #3005 1541 BRICKELL AVE #406 MIA FL 33129 MIA FL 33129 MIA FL 33129 VICTORIA RODRIGUEZ LAUREANO & N C FERNANDEZ REYNA SABINA 1541 BRICKELL AVE #2105 1541 BRICKELL AVE #3105 1541 BRICKELL AVE #506 MIA FL 33129 MIA FL 33129 MIA FL 33129 MAXINE USDAN WINDBRIDGE ENT LTD BARNWELL INTL INC 1541 BRICKELL AVE #2205 1541 BRICKELL AVE. #3205 EAST 53RD ST MIA FL 33129 MIA FL 33129 SWISS BANK BLDG 2FL CITY OF PANAMA REP OF PANAMA N L PALACE CORP DADECO PROP INC & A& E ARGYROPOULOS r_ 1500 SAN REMO AVE #177 J R A INV INC 1541 BRICKELL AVE #706 C GABLES FL 33146 12555 RISC BLVD #462 MIA FL 33129 NO MIA BCH FL 3381 ,cif F J& D V PERAZA DAVID & K WEISS YOLANDA J RAAD 41 BRICKELL AVE #2405 1541 BRICKELL AVE #3405 1541 BRICKELL AVE #806x91 L 33129 MIA FL 33129 MIA FL 33129_; "� N T', � LEONARD SIMON ZAFFRE BLUE INC MARGUERITE BEATY 1541 BRICKELL AVE #2505 1541 BRICKELL AVE #3505 1541 BRICKELL AVE #906 MIA FL 33129 MIA FL 33129 } : — MIA FL 33129 THE PALACE CONDO, 1541 BRICKELL AVE, MIA FL 33129 (C -894L) 0 su-, r FISCHER CARLOS A ALVAREZ ALVARO LIBREROS % MARIO MUSO 1541 BRICKELL AVE #2106 1541 BRICKELL AVE #3106 2451 BRICKELL AVE MIA FL 33129 MIA FL 33129 MIA FL 33129 RICHARD R & A TOLEDANO PEDRO & L A PERRINO GEORGINA TORROELLA 1541 BRICKELL AVE #1106 1541 BRICKELL AVE #2206 1541 BRICKELL AVE #3206 MIA FL 33129 MIA FL 33129 MIA FL 33129 MARCEL E TOUZE JOSEPHA R QUIJADA GASPAR & E M HERNANDEZ 1541 BRICKELL AVE #1206 BERTHA G LEAL 1541 BRICKELL AVE #3306 MIA FL 33129 1541 BRICKELL AVE #2306 MIA FL 33129 MIA FL 33129 G CARDENAL MICHAEL J MORA TR SERGIO FREYER & MIKEMIN CORP NV 701 NW 57TH AVE #200 ORLY B WAISBURD % MARTA E HERMIDA MIA FL 33126 1541 BRICKELL AVE #2406 12123 SW 131ST AVE MIA FL 33129 MIA FL 33186 G CARDENAL ANGELA ALVAREZ DUNDALK INV NV KUMQUAT AVE 1541 BRICKELL AVE #2506 % CHASE BILL PAYING SVCS COCONUT GR FL 33133 MIA FL 33129 PO BOX 5258 NEW YORK NY 10185 DEMETRIO PEREZ ENRIQUE MONASTERIO CLAUDIO M VALENTE & 1541 BRICKELL AVE #1606 1541 BRICKELL AVE #2606 WILMA DE C MIA FL 33129 MIA FL 33129 1541 BRICKELL AVE #3606 MIA FL 33129 T S & NT CHULANI TRS FRANCISCO & F V DE POLI REBEKAH J POSTON 1541 BRICKELL AVE #1706 1541 BRICKELL AVE. #2706 1541 BRICKELL AVE #3706 MIA FL 33129 MIA FL 33129 MIA FL 33129 OLGA S DEMAS TOMAS A ALONSO EDUARDO & A F & S BAL�EffA 1541 BRICKELL AVE #1806 1541 BRICKELL AVE #2806 1541 BRICKELL AVE #38gIj o e MIA FL 33129 MIA FL 33129 MIA FL 33129 T S & NT CHULANI TRS FRANCIS S HILL JR & BILLY G & BERTHA DAVM '1 BRICKELL AVE #1906 MERI LEE C 1541 BRICKELL AVE #3906 "L 33129 1541 BRICKELL AVE #2906 MIA FL 33129 MIA FL 33129 2� .Sy 1 f.3 JOLANDA MARINI JANICE JONES ROBERT & R PARIENTE 1541 BRICKELL AVE #2006 1541 BRICKELL AVE #3000 1541 BRICKELL AVE #407 MIA FL 33129 MIA FL 33129 MIA FL 33129 THE PALACE CONDO, 1541 BRICKELL AVE, MIA FL 33129 (C -894L) 0 OL , MPIC INTL SA HARRY N & ALINA TURK % ROBERTO R MASSUH 1541 BRICKELL AVE #1607 PO BOX 450833 MIA FL 33129 MIA FL 33245 JOSE R & R FERRERAS RAMON CERNUDA 1541 BRICKELL AVE #607 1541 BRICKELL AVE #1707 MIA FL 33129 MIA FL 33129 LESLIE ANN MCCORM[CK PAULINA R DOSAMANTES 1541 BRICKELL AVE #707 1541 BRICKELL AVE #1807 MIA FL 33129 MIA FL 33129 OLGA PUOGET JOSE BANUS 1541 BRICKELL AVE #807 1541 BRICKELL AVE #508 MIA FL 33129 MIA FL 33129 0 OL RAINESS & PARAMUS BUSINESS CORP MACHIDA PO BOX 524121 1541 BRICKELL AVE #907 EPS A-112 MIA FL 33129 MIA FL 33152 NEWLAND FIN CORP MARIA J & JOSE BATTLE % FREEMAN ESTALS 1541 BRICKELL AVE #708 501 BRICKELL KEY DR #400 MIA FL 33129 MIA FL 33131 ENRIQUE & S MAYA CARLOS F ROMAN 1541 BRICKELL AVE #1107 CATHERINE I SCOVITCH MIA FL 33129 1541 BRICKELL AVE #808 MIA FL 33129 FRANCESCO SENIS RICARDO RUFIN 1541 BRICKELL AVE #1207 1541 BRICKELL AVE #908 MIA FL 33129 MIA FL 33129 BRIAN HERSH YORGUZ MERCANTILE CORP 1 BRICKELL AVE #1407 1541 BRICKELL AVE #1008 0- 33129 MIA FL 33129 ALBERTO & V GUERRA GERARDO C FUCITO 241 CAPE FLORIDA DR 1541 BRICKELL AVE #1108 KEY BISC FL 33149 MIA FL 33129 CAROLINA UZCATEGUI 1541 BRICKELL AVE #1208 MIA FL 33129 JOSE LUIS PARDO % LEIMUL MGT CORP 6601 SW 79TH CT MIA FL 33143 AMPARO HARATYK 1541 BRICKELL AVE #409 MIA FL 33129 JORGE & L MURILLO & LINA BOFILL 1541 BRICKELL AVE #509 MIA FL 33129 GARY M & C CARMAN 1541 BRICKELL AVE #709 MIA FL 33129 LOURDES M GRANA 1541 BRICKELL AVE #809 MIA FL 33129 RAUL G & A A MARMOL 1541 BRICKELL AVE #909 MIA FL 33129 LILY A ARTEAGA '= 1541 BRICKELL AVE #1009.: :f: E: MIA FL 33129 t'a ANTHONY C TIRRI 1541 BRICKELL AVE #40.0 `� N MIA FL 33129 E, 1 RACHEL SPACK TR 1541 BRICKELL AVE #T101 MIA FL 33129 • THE PALACE CONDO, 1541 BRICKELL AVE, MIA FL 33129 (C -894L) il'.'iQUE & M J MERCADO CATHERINE B ALSOP 1541 BRICKELL AVE #T102 1541 BRICKELL AVE #T112 MIA FL 33129 MIA FL 33129 JESUS & M P HERRERA DIANNE M RITA 1541 BRICKELL AVE #T103 1541 BRICKELL AVE #T301 MIA FL 33129 MIA FL 33129 MONIQUE KAY MARIO C RODRIGUEZ 1541 BRICKELL AVE #T104 1541 BRICKELL AVE #3902 MIA FL 33129 MIA FL 33129 TEDDY RENOLDS U S PROP INC 1541 BRICKELL AVE #T105 % PAUL LANDY BEILLY & H PA MIA FL 33129 200 SE 1 ST ST #PH MIA FL 33131 DE R JR & M G ARNOLD DEMETRIO PEREZ BUXTON TERR 1541 BRICKELL AVE #1606 ETHESDA MD 20717 MIA FL 33129 PAUL R STEINFURTH THE PALACE CONDO ASSOC INC 1541 BRICKELL AVE #T107 % BECKER & POLIAKOFF MIA FL 33129 5201 BLUE LAGOON #100 MIA FL 33126 ARTURO III & M S DOPAZO JHONNY SALOMON 1541 BRICKELL AVE #T108 1541 BRICKELL AVE #A307 MIA FL 33129 MIA FL 33129 ROBERT P & J E HATCHER MARIA & M DOMINGUEZ 1541 BRICKELL AVE #T109 1541 BRICKELL AVE #1705 MIA FL 33129 MIA FL 33129 FERNANDO GARCIA FIORE ADELA & ALBERTO HERRERA -41 BRICKELL AVE. #T110 1541 BRICKELL AVE #803 0 -L 33129 MIA FL 33129 OSWALDO J JUGO & B E DIAZ M L ARVANITOPOULOS 1541 BRICKELL AVE #T111 1541 BRICKELL AVE #3206 MIA FL 33129 MIA FL 33129 0 WRH RIO PROP INC 100 2ND AVE S #904 ST PETERSBURG FL 33701 J & ANN TUCKER PO BOX 144366 C GABLES FL 33114 ANGEL A ALVAREZZ 1541 BRICKELL AVE #2506 MIA FL 33129 GUILLERMO P RODRIGUEZ 1541 BRICKELL AVE #3104 MIA FL 33129 SOUTHERN BAY ENT INC TR 520 BEACOM BLVD MIA FL 33135 US PROP INC % PAUL LANDY PA 200 SE 1ST ST #PH MIA FL 33131 J & ANN TUCKER TRS PO BOX 144366 C GABLES FL 33114 HARRY N & ALINA TURK 1541 BRICKELL AVE #1607 MIA FL 33129 MIRIAM R DE BAEZ = U 1541 BRICKELL AVE #60�- MIA FL 33129 't"3 DALIMIL & E A KYBAL 1541 BRICKELL AVE #27P5 MIA FL 33129fa C) � l � HARRY N & ALINA TURK 1541 BRICKELL AVE #1607 MIA FL 33129 OSCAR & J P ALVAREZ PHILLIP & D BIANCHINO INES VOGELER BRICKELL EAST CONDO, 151 SE 15TH RD, MIA FL 33129 151 SE 15TH RD 4601 (C -893L) (66 LABELS) 151 SE 15TH RD #2102 Chr-3APEAKE BAY INTL INC CHESAPEAKE BAY INTL INC EDEN POINT LTD 151 SE 15TH RD #C-1 151 SE 15TH RD #2101 151 SE 15TH RD #1502 MIA FL 33129 MIA FL 33129 MIA FL 33129 DALE & G P MILLER TORBA HOLDINGS INC RONCAGUA DEL PACIFICA 151 SE 15TH RD #201 151 SE 15TH RD #2301 SA MIA FL 33129 MIA FL 33129 151 SE 15TH RD #1702 MIA FL 33129 MIA FL 33129 ELENA MENDEZ DELRAY CORP ELSIE PUDDY 151 SE 15TH RD #401 151 SE 15TH RD #2501 151 SE 15TH RD #1902 MIA FL 33129 MIA FL 33129 MIA FL 33129 OSCAR & J P ALVAREZ PHILLIP & D BIANCHINO INES VOGELER 151 SE 15TH RD 4601 151 SE 15TH RD #2701 151 SE 15TH RD #2102 MIA FL 33129 MIA FL 33129 MIA FL 33129 E LAKES ESSEGE CORP JOSE F & HILDA MENDEZ DENNIS & S HOLLANDER PONCE DE LEON BLVD 151 SE 15TH RD #202 151 SE 15TH RD #2302 C GABLES FL 33134 MIA FL 33129 MIA FL 33129 ALICE A MORSE CARMEN B LLANO DELRAY CORP 151 SE 15TH RD #1001 151 SE 15TH RD #402 % JOSE M CARNEIRO DA CUNH MIA FL 33129 MIA FL 33129 1200 BRICKELL AVE #900 MIA FL 33131 ALFREDO & C GREGOR FRANCIS J NOVITSKI ALI MANHALLATI 151 SE 15TH RD #1201 151 SE 15TH RD #602 151 SE 15TH RD #2702 MIA FL 33129 MIA FL 33129 MIA FL 33129 GASTON MORILLO BRUNO LEONI PHILIP B & J F NEWMAW( 151 SE 15TH RD #1501 CLAUDIA GIOVANNI 151 SE 15TH RD #203 MIA FL 33129 151 SE 15TH RD #802 MIA FL 33129 A MIA FL 33129 Al y ' CpSJ 66 ! �: 4•q ''3` ti4V� TURNBRIDGE INV LTD HAPPY HARBOR LTD JEANNIE M ETTER';: F r BRICKELL KEY DR #0-305 % COMPAGNIE BANCAIRE GEN - 151 SE 15TH RD #403 L 33131 701 BRICKELL AVE #1740 MIA FL 33129 g' ;"" N MIA FL 33131 E' 3 MICHAEL J PARENTI III ALICE A MORSE PRIME PROP INV INC 151 SE 15TH RD #1901 #1002, MIA � MIA BRICKELL KEY DR #0-305 MIA FL 33129 � N � FL 33129RD �� � i • BRICKELL EAST CONDO, 151 SE 15TH RD, MIA FL 33129 (C -893L) 0 TGiviAS & S NEUFELD JOSEPH & ELISA FRISZ MILDRED KRONFLE 151 SE 15TH RD #803 151 SE 15TH RD #301 151 SE 15TH RD #2601 MIA FL 33129 MIA FL 33129 MIA FL 33129 IRWIN S MORSE SUDAFED INC RICHARD A & RUTH SHACK 151 SE 15TH RD #1003 % NORTHERN TRUST BK OF FL 151 SE 15TH RD #2801 MIA FL 33129 PO BOX 010750 MIA FL 33129 MIA FL 33101 CHICKASAW CORP HASKELL CORP MARY D VALDES 151 SE 15TH RD #1203 % CERVERA REAL EST INC 151 SE 15TH RD #302 MIA FL 33129 151 SE 15TH RD #901 MIA FL 33129 MIA FL 33129 EDEN POINT LTD EUROPER SA MARIO & G PIACENZA % JOSE M CARNEIRO DA CHUN 151 SE 15TH RD #1101 151 SE 15TH RD #502 1200 BRICKELL AVE #900 MIA FL 33129 MIA FL 33129 MIA FL 33131 7REEK HOLDINGS INC WILLIAM E & E I DAVIS LESLIE J & S MCROSITE E 15TH RD #1703 151 SE 15TH RD #1401 151 SE 15TH RD #702 MIA FL 33129 MIA FL 33129 MIA FL 33129 ACQUA INATL CORP BRIMEN INC CARLOS DE LA GUERRA 151 SE 15TH RD #1903 6241 ALEXANDER DR % CERVERA REAL EST MIA FL 33129 ST LOUIS MO 63105 151' SE 15TH RD #902 MIA FL 33129 JORGE L & J LATORRE MARIO & G A FORTINI WANDA BEE 151 SE 15TH RD #2103 151 SE 15TH RD #1801 151 SE 15TH RD #1102 MIA FL 33129 MIA FL 33129 MIA FL 33129 GULLAH DEV S A EDEN POINT LTD 151 SE 15TH RD #2303 151 SE 15TH RD #2001 MIA FL 33129 MIA FL 33129 DELRAY CORP G E & P B LEVERONI SE 15TH RD #2503 151 SE 15TH RD #2201 7L 33129 MIA FL 33129 RICHARD & RUTH SHACK JOSE A & R M GELABERT 151 SE 15TH RD #2703 151 SE 15TH RD #2401 MIA FL 33129 MIA FL 33129 I. 1r .� 2 HERNANDO GOMEZ 151 SE 15TH RD #1402 MIA FL 33129 0� .q t.� k-� SILVER STAR INTL INV C60"�', " % AMERICAN SUPPLY'; 280 SW STH ST MIA FL 33130 N NEIL J WINICK c 151 SE 15TH RD #1802" MIA FL 33129 BRICKELL EAST CONDO, 151 SE 15TH RD, MIA FL 33129 (C -893L) 0 Ebr-N POINT LTD 151 SE 15TH RD #2002 MIA FL 33129 AUDREY B DELLAMAN & RUTH BOROK 151 SE 15TH RD #2202 MIA FL 33129 NELLY C FERNANDEZ 151 SE 15TH RD #2402 MIA FL 33129 GRANT J SHEEHAN 151 SE 15TH RD #2602 MIA FL 33129 10, '-BARD A & RUTH SHACK �E 15TH RD #2802 MIA FL 33129 i 3 ! ! COSTA BELLA CONDO 1450 BRICKELL BAY DR MIAMI FL 33131 (C -143L) (221 LABELS WITHOUT REPETITION) (ORIGINALLY 231 UNITS) 0 Kr, r SUAKI & R KAMEI DANIEL A BENITO RUTH R ELSASSER 1450 BRICKELL BAY DR 1450 BRICKELL BAY DR 1450 BRICKELL BAY DR #301 #311 #407 MIAMI FL 33131 MIAMI FL 33131 MIAMI FL 33131 ZAMERU INV P DE VALENTIN & PENOTTA INMOBILARIA 1450 BRICKELL BAY DR L V Y MORA 2801 SW 3 AVE # 302 PO BOX 013328 MIAMI FL 33129 MIAMI FL 33131 MIA FL 33101 ZULEMA GARRAFFO CAROL J WHITE D CORSATO & L FORONI 1450 BRICKELL BAY DR 1450 BRICKELL BAY DR 1450 BRICKELL BAY DR # 303 # 314 # 409 MIAMI FL 33131 MIAMI FL 33131 MIAMI FL 33131 KATHELEEN S WAINIO INOVA A DOMINGUEZ SILVIA TCHERASSI 1450 BRICKELL BAY DR 1450 BRICKELL BAY DR 1450 BRICKELL BAY DR # 304 # 315 #410 MIAMI FL 33131 MIAMI FL 33131 MIA FL 33131 IsaNDO INCERA ANVAL INV LTD JUAN A & M KOSMAS ZGE RIVERO 1450 BRICKELL BAY DR 1450 BRICKELL BAY DR 1450 BRICKELL BAY DR #401 # 411 # 305 MIAMI FL 33131 MIAMI FL 33131 MIAMI FL 33131 GIOVANNI & C LOMBARDI JORE J & A PAGANI FRANCISCO & P A BANDRES 4 AVE DES LIGURES 1450 BRICKELL BAY DR 1450 BRICKELL BAY DR FONTVIEILLE # 402 #412 MC 98000 MONACO MIAMI FL 33131 MIA FL 33131 ,LEAN F COLALRT AGUSTIN & E JIMENEZ ELDA GARCIA 1450 BRICKELL BAY DR 1450 BRICKELL BAY DR 1149 SW 27 AVE # 203 # 307 # 403 MIAMI FL 33135 MIAMI FL 33131 MIAMI FL 33131 ALAJUELA PROPIEDADES ALEXANDRA GARCES MELANIA DE ESCOBAR y 1450 BRICKELL BAY DR 1450 BRICKELL SAY DR 1450 BRICKELL BAY DR # 308 # 404 # 415 U MIAMI FL 33131 3617 MIAMI FL 33131 MIAMI FL 33131 FURLY INV % YUNDA CORP GEDALIO & S GRINBERG, 'f" N °''aA #37-212 - - % J POZO - - - 1450 BRICKELL BAY -DR' - tI WABASH AVE 2801 SW 3 AVE # 501 0 ,;AGO IL 60611 MIAMI FL 33129 MIAMI FL 33131 t ". MARIA C DE LOOR J ESTEVA & J MIRANDA GEDALIO & S GRINBERG P 0 BOX CASILLA 4368 1450 BRICKELL BAY DR #406 1450 BRICKELL BAY DR 502 GUAYAQUIL ECUADOR 99999 MIAMI FL 33131 `y �_ MIAMI FL 33131 COSTA BELLA CONDO 1450 BRICKELL BAY DR MIAMI FL 33131 (C -143L) 0 Mr,-cIA A ALVAREZ 1450 BRICKELL BAY DR # 503 MIAMI FL 33131 FEDERICO MORA 1450 BRICKELL BAY DR # 504 MIAMI FL 33131 MIGUEL MOLET & R JAFFE 1450 BRICKELL BAY DR #505 MIAMI FL 33131 VIVIAN M GUARCH 1450 BRICKELL BAY DR # 506 MIAMI FL 33131 NCINE M NAJAME BRICKELL BAY DR # 507 MIA FL 33131 LEONARDO D & S M PALOMINO 1450 BRICKELL BAY DR # 508 MIAMI FL 33131 ANALIA R LUCERO 1450 BRICKELL BAY DR # 509 MIAMI FL 33131 JOSE L & M V LARRANAGA 1450 BRICKELL BAY DR # 510 MIAMI FL 33131 DYER COMPANY LTD " . _0 BRICKELL BAY DR . rL 33131 HUGO VALDES 1450 BRICKELL BAY DR # 514 MIAMI FL 33131 CUTLASS INV S A % BARNETT BK INTL DPT 1450 BRICKELL BAY DR #515 MIAMI FL 33131 STACEY ENT INC 1450 BRICKELL BAY DR #601 MIAMI FL 33131 VINCENT & L FLYN 1450 BRICKELL BAY DR # 602 MIAMI FL 33131 C & ARTURO MOTTA % UNION BK SACA MIA AGY 1000 BRICKELL AVE #1100 MIAMI FL 33131 JOHN Y & S H CHALAKANI 1450 BRICKELL BAY DR # 604 MIAMI FL 33131 ENRIQUE & I BOLONA 201 SEVILLA AVE # 302 C GABLES FL 33134 LISA MAE MASTELLARI 1450 BRICKELL BAY DR # 606 MIAMI FL 33131 L & M DE WIND 1450 BRICKELL BAY DR # 607 MIAMI FL 33131 ASSAR BOHMAN 1450 BRICKELL BAY DR #609 MIAMI FL 33131 ATALLA II INC 1450 BRICKELL BAY DR #610 MIAMI FL 33131 ISRAEL & ISA B SCHLEIF 1450 BRICKELL BAY DR #611 MIAMI FL 33131 KENNETH & K A LANE 1450 BRICKELL BAY DR #612 MIAMI FL 33131 ELIZABETH B WHITE 1450 BRICKELL BAY DR #514 MIAMI FL 33131 DAVID K S SMITH 1450 BRICKELL BAY DR # 615 MIA FL 33131 WOODRUFF HOLDINGS LTD 9 s. � 501 BRICKELL KEY DR O #602 MIA FL 33131- �- cCy ANA KASSAB 1450 BRICKELL BAY DR C;y ..� #702 MIAMI FL 33131 MILTON SASLAVSKY % MR &-MRS OSCAR SOICHER 9301 SW 93 AVE MIAMI FL 33176 MARIA PAREDES JOSE RABASCALL BERTHA AYALA 1450 BRICKELL BAY DR # 512 1450 BRICKELL BAY DR 608 1450 BRICKELL BAY DR 703 MIAMI FL 33131 MIAMI FL 33131 , q 1 c) q I MIAMI FL 33131 LEONARDO & S PALOMINO JONAS A & V L MORIOKA %COL D I BRITO & A L RIVERO 1450 BRICKELL BAY DR #715 14 EAST 60 ST 1450 BRICKELL BAY DR 906 MIAMI FL 33131 NEW YORK NY 10022,` 3 MIAMI FL 33131 3 COSTA BELLA CONDO 1450 BRICKELL BAY DR MIAMI FL 33131 (C -143L) 0 GAdRIEL DE ALBA EMILIA MARTINEZ ISRAEL SCHLEIF 1450 BRICKELL BAY DR 1450 BRICKELL BAY DR 1450 BRICKELL BAY OR #705 #801 #811 MIA FL 33131 MIAMI FL 33131 MIAMI FL 33131 DITTERFIELD INV NV GEORGIA TEIXERIA YOLANDA SERRANO % MENDIVE & GONZALEZ 1450 BRICKELL BAY DR 1450 BRICKELL BAY DR 250 CATALONIA AVE #705 #802 #812 C GABLES FL 33134 MIA FL 33131 MIA FL 33131 MIRELLA E DE VASQUEZ FINVESA S A JAIME & S GAVIRIA 1450 BRICKELL BAY DR 1450 BRICKELL BAY DR 1450 BRICKELL BAY DR #707 #803 #814 MIAMI FL 33131 MIAMI FL 33131 MIAMI FL 33131 KAREN E BLACK WOLFSDORF FAM LTD DARIUS & M MORGAN 1450 BRICKELL BAY DR PTRSHP, THE 1450 BRICKELL BAY DR #708 5825 SW 119TH ST #815 MIAMI FL 33131 C GABLES FL 33156 MIAMI FL 33131 4CISCO J CEBALLOS CARLOS ALLOCCO VICTOR & C MASPONS BRICKELL BAY DR 1450 BRICKELL BAY DR 1450 BRICKELL BAY DR #709 #805 #901 MIAMI FL 33131 MIA FL 33131 MIAMI FL 33131 BERNARDO & L G VASCONEZ ENZO DE BENEDETTI VICTOR & C MASPONS 1450 BRICKELL BAY DR BIRTE JORGENSEN 1450 BRICKELL BAY DR #710 % ANALAR INTL #902 MIA FL 33131 7800 SW 57TH AVE #219B MIAMI FL 33131 SO MIA FL 33143 ILEANA CASANOVA JSOE & WINNIE SANCHEZ CARMEN H DIAZ-GRANADOS 1450 BRICKELL BAY DR 1450 BRICKELL BAY DR 1450 BRICKELL BAY DR #711 #807 #903 MIAMI FL 33131 MIAMI. FL 33131 MIAMI FL 33131 FRANCO ASUNTO PAPAGNO ALFONZO E & S RODRIGUEZ VCTOR & C MASPONS MONTECARLO 4B AV A RGUEZ-SCHWARTZ & 1450 BRICKELL BAY DRr•. F,. �► MONTESACRO BELLO MONTE T R DE DAMAS #904 CARACAS VENEZUELA 9999 10730, SW 102 AVE MIAMI FL 33131 MIAMI FL 33176 MARK E & CARMEN P REILLY ' I BRICKELL BAY DR- HECHIZADA CORP % CARMEN G AMADOR MARIA L DE MENDEZ 1450 BRICKELL BAY DR 01miAl 780 NW LEJEUNE RD #423 #905 a FL 33131 MIA FL 33126 MIAMI FL 33131 ti' LEONARDO & S PALOMINO JONAS A & V L MORIOKA %COL D I BRITO & A L RIVERO 1450 BRICKELL BAY DR #715 14 EAST 60 ST 1450 BRICKELL BAY DR 906 MIAMI FL 33131 NEW YORK NY 10022,` 3 MIAMI FL 33131 COSTA BELLA CONDO 1450 BRICKELL BAY DR MIAMI FL 33131 (C -143L) 0 VIu E OR J & C MASPONS JOSE RENATO & J E MORAN MAURICIO & L SALEM 1450 BRICKELL BAY DR 2376 SW 124 LN 1450 BRICKELL BAY DR #907 MIAMI FL 33175 #1015 MIAMI FL 33131 MIAMI FL 33131 VICTOR J & C MASPONS JOSE AA & C M DE MELO ANDRES A CAMPILLO 1450 BRICKELL BAY DR % BANCO REAL S A 4510 DULCINEA CT #908 2 SO RISC BLVD #1870 WOODLAND HILLS CA 91364 MIAMI FL 33131 MIA FL 33131 HUGO A MISLE EDUARDO & M J SEMINARIO GEORGE O SARIEGO 1450 BRICKELL BAY OR % ANALAR INTL 1627 BRICKELL AVE #2906 #909 7800 SW 57TH AVE #21913 MIA FL 33129 MIAMI FL 33131 MIAMI FL 33143 MAURICIO HAKSPIEL CARIBBEAN RESOURCES ALFREDO & GINA FRAGA 1450 BRICKELL BAY DR INV LTD 1450 BRICKELL BAY DR #910 1450 BRICKELL BAY DR #1103 MIAMI FL 33131 #1006 MIA FL 33131 MIAMI FL 33131 )REY CORP ANTONIO PEREZ AV BOLAR INC V MASHTA DR 1450 BRICKELL BAY DR 1450 BRICKELL BAY DR KEY BISC FL 33149 #1007 #1104 MIAMI FL 33131 MIAMI FL 33131 MANUEL M PEREZ SIMONE PALMA LIMA MARTHA E B DE LOMBARDI 1450 BRICKELL BAY DR 868 SAVANNAH FALLS DR J CARLOS & M E LOMBARDI #912 WESTON FL 33327 801 BRICKELL AV MIAMI FL 33131 % BOO ATLANTIC MIAMI FL 33131 MICHAEL J SUAREZ ALFONSO E RODRIGUEZ BEATRIZ CARMONA 1450 BRICKELL BAY DR 1450 BRICKELL BAY DR 1450 BRICKELL BAY DR #914 #1010 #1106 MIAMI FL 33131 MIAMI FL 33131 MIA FL 33131 ROBERTO & C QUINONEZ ROGER A & M RIVERA MARCO & L BERRIOS ; O' 1450 BRICKELL BAY DR 1450 BRICKELL BAY DR 1450 BRICKELL BAY DR ` ai #915 #1011 #1107 MIAMI FL 33131 MIAMI FL 33131 MIA FL 33131 ANDINA ELECTROMECANICA SA CARLOS & S CHAW SABINA MOCK ' _0 BRICKELL BAY DR 1450 BRICKELL BAY DR 1450 BRICKELL BAY DR$ '' n1 1 #1012 #1109 C ®a v,i%Al FL 33131 MIAMI FL 33131 MIA FL 33131 ca SEAN M OTOOLE ESTHER BERTEMATI GLORIA RAMIEREZ 1450 BRICKELL BAY DR #1002 1450 BRICKELL BAY DR 1014 1450 BRICKELL BAY DR 1110 MIAMI FL 33131 MIAMI FL 33131 j �MIAMI FL 33131 i • COSTA BELLA CONDO 1450 BRICKELL BAY DR MIAMI FL 33131 (C -143L) 0 Rik,HRDO M MONCHIETTI ELDA GARCIA VILLANUEVA SANTIAGO & M PEREZ 1450 BRICKELL BAY DR 1450 BRICKELL BAY DR 1450 BRICKELL BAY DR #1111 #1207 #1404 MIAMI FL 33131 MIAMI FL 33131 MIAMI FL 33131 M C DE & E CARRIZALES ENRIQUE PALAZIO & MARCELINO H & C HERES 1450 BRICKELL BAY DR VALERIA & CARLA 1450 BRICKELL BAY DR # 1112 1450 BRICKELL BAY DR #1405 MIAMI FL 33131 # 1209 MIAMI FL 33131 MIAMI FL 33131 MERCEDES PELLEYA-KOURI RAUL GUTIERREZ BRETTON TRADING LTD 1450 BRICKELL BAY DR 1450 BRICKELL BAY DR % GARY NELSON # 1114 # 1210 1401 BRICKELL AVE #300 MIAMI FL 33131 MIAMI FL 33131 MIA FL 33131 JOSE M ALAVAREZ MARIANA CARABANTES MARSEILLE MGMT 1450 BRICKELL BAY DR 1450 BRICKELL BAY DR 2588 SW 27TH AVE 41115 #1211 MIA FL 33133 MIAMI FL 33131 MIA FL 33131 OS COELLO & BRENDA L EARL EDUARDO E ARIZ 3ARITA M COELLO TR 1450 BRICKELL BAY DR 1450 BRICKELL BAY DR 1450 BRICKELL BAY DR # 1212 # 1409 # 1201 MIAMI FL 33131 MIA FL 33131 MIAMI FL 33131 HELMUT M& M R DIEHL CARLOS & C R UGALDE R& M RODRIGUEZ 110 ALLYNS PL 15475 NW 77TH CT #407 1450 BRICKELL BAY DR MARATHON FL 33050 HIA FL 33016 #1410 MIAMI FL 33131 BERNICE SCHWARTZ FINANCIERA IMPORT & JOSE C & SILVIA ROMAN 1450 BRICKELL BAY DR EXPORT P O BOX 252 # 1203 501 BRICKELL KEY DR #402 CUENCA ECUADOR 99999 MIAMI FL 33131 MIAMI FL 33131 MARIA DEL R MORCILLO GOLDEN DOOR GRISELDA GUERRA 1450 BRICKELL BAY DR 1450 BRICKELL BAY DR 1450 BRICKELL BAY DR #1204 #1401 #1412 MIA FL 33131 MIAMI FL 33131 MIAMI FL 33131 L LAURA B CASAS JULIET HANANIAN RAPALLO VALDES-FAULI SA.' c� BRICKELL BAY DR 1450 BRICKELL BAY DR % RAUL E 15 #1402 2 S BISC BLVD # 3400, .vil FL 33131 MIAMI FL 33131 MIA FL 33131 ;:3+>i Q KAREN LAWRENCE KARINA J & H J DIEHL GLORIA L ARIAS ppr:� 1450 BRICKELL BAY DR 1206 1450 BRICKELL BAY DR 1403 PO BOX 14408 MIAMI FL 33131 MIA FL 33131: t CARACAS (10 11) VEN SA COSTA BELLA CONDO 1450 BRICKELL BAY DR MIAMI FL 33131 (C-143L) EtY,.,10 & M METTLER DANIELA S BITRAN JOHN V MOREL %AMERICAN EXPRESS BK INTL 1450 BRICKELL BAY DR 1450 BRICKELL. BAY DR 1221 BRICKELL AVE #1512 #1609 MIA FL 33131 MIAMI FL 33131 MIA FL 33131 M DE LOURDES DA SILVA REIS CYNTHIA FERRIS-MARINO ARMANDO L VALCARCE 1450 BRICKELL BAY DR 1450 BRICKELL BAY DR 1450 BRICKELL BAY DR #1502 #1514 #1610 MIAMI FL 33131 MIAMI FL 33131 MIAMI FL 33131 NETO M G & S RODRIGUES CARMEN VETENCOURT INTER FINANCE 1450 BRICKELL BAY DR 1450 BRICKALL BAY DR ACTIVITIES SA #1503 #1515 1450 BRICKELL BAY DR MIAMI FL 33131 MIA FL 33131 #1611 MIAMI FL 33131 LOURDES SANTIUSTE WHITE MARE LTD ALFONSO E RDZ-CORONIL 1450 BRICKELL BAY DR % JULIO MANGUART E GONZ-AGREDA #1504 1428 BRICKELL AVE 1450 BRICKELL BAY DR MIAMI FL 33131 MIA FL 33131 #1612 MIA FL 33131 'LENS GARCIA ESTRELLA GUTIERREZ KING MOUNTAIN LTD BRICKELL BAY DR 1450 BRICKELL BAY DR % MARIA A LARDIZABAL #1505 #1602 12123 SW 131 ST AVE MIAMI FL 33131 MIAMI FL 33131 MIA FL 33186 WALTER T NUNES ESTREELA GUTIERREZ MARTHA CRUZ % RURAL INTL 1450 BRICKELL BAY DR 1450 BRICKELL BAY DR 200 S BSIC BLVD #3750 #1602 #1615 MIA FL 33131 MIAMI FL 33131 MIA FL 33131 LIANE M MARTINEZ CORNELIA LINGERTAT LUANA PAGANI 1450 BRICKELL BAY DR 1450 BRICKELL BAY DR 621 HARBOR DR # 1507 #1604 KEY BISC FL 33149 MIA FL 33131 MIAMI FL 33131 GERALDO & L T MARQUES MIRENE RIOS s- LILLIAN S DE BANUC 1450 BRICKELL BAY DR 1450 BRICKELL BAY DR 1450 BRICKELL BAY%b #1509 #1605 #1702 MIA FL 33131 MIAMI FL 33131 MIAMI FL 33131 f "' GALVIS TRUST EMILIO & ODETTE KRONFLE DHIR INV FLA INC " •"0 BRICKELL BAY DR 1450 BRICKELL BAY DR 815 NW 57 AVE 0 #1606 MIAMI FL 33131 ,..,JII FL 33131 MIAMI FL 33131 -' � � 5 0 .. SEMIMART INV NV SILVIA L PEDRAZA CARLOS CASTELLANOS PO BOX 1105 1450 BRICKELL BAY DR #1607 1450 BRICKELL BAY DR 1704 MIA FL 33256 MIAMI FL 33131 : ! MIAMI FL 33131 COSTA BELLA CONDO 1450 BRICKELL BAY DR MIAMI FL 33131 (C -143L) Ali i HOLDINGS LTD MONROE & SPATZ GELB JOAQUIN PEREZ 1450 BRICKELL BAY DR 1450 BRICKELL BAY DR 1450 BRICKELL BAY DR #1705 % MORA PARRA #1802 #1614 MIAMI FL 33131 MIAMI FL 33131 MIAMI FL 33131 GRACIELA M DE PROANO JULIO DE QUESADA JAMES E & M T CURRIER 1450 BRICKELL BAY DR 1450 BRICKELL BAY DR 1450 BRICKELL BAY DR #1706 #1803 #1815 MIAMI FL 33131 MIAMI FL 33131 MIA FL 33131 RAMON P HARDY SAGUMI TRADING CO SA C U & C R U VAZQUEZ % ARACELI CREMATA 1450 BRICKELL AVE 1450 BRICKELL BAY DR 1440 S BAYSHORE #402 #1804 #1901 MIA FL 33131 MIA FL 33131 MIA FL 33131 OSCAR & H BUSTILLO SAGUMI TRADING CO SA GREGORY P CELENTANO 115 S PROSPECT DR 1450 BRICKELL AVE 1450 BRICKELL BAY DR C GABLES FL 33133 #1805 # 1902 MIA FL 33131 MIA FL 33131 PO FOURNIER SA SAGUMI TRADING OSCAR A & N MAGNANO BRICKELL BAY DR 1450 BRICKELL BAY DR 1450 BRICKELL BAY DR #1710 #1805 #1903 MIAMI FL 33131 MIAMI FL 33131 MIA FL 33131 JOSE E PANIAGUA SILVIA L GARZOLI JACK DELASTER 1450 BRICKELL BAY DR DANIEL H SANCHEZ 2 GROVE ISLE BLVD #902 #1711 1450 BRICKELL BAY DR MIA FL 33131 MIAMI FL 33131 #1807 MIA FL 33131 ANIMADA INC ENZO DE BENEDETTI AURORA ARES 1450 BRICKELL BAY DR & B JORGENSEN 1450 BRICKELL BAY DR #1712 % ANALAR INTL REALTY CO #1905 MIAMI FL 33131 7800 SW 57TH AVE #21913 MIA FL 33131 a SO MIA FL 33143 fin; LUZ M GOMEZ CAPE TOWN RESOURCES LTD PER SOPP 1450 BRICKELL BAY DR % SLOSBERGAS & FDZ % A LOPARDO #1714 501 BRICKELL KEY DR #400 1450 BRICKELL BAY DR MIA FL 33131 MIA FL 33131 #1906 MIA FL 33131 1 SELIM J DOUMET HENRY G DORIOL STARSHINE INC t _0 BRICKELL BAY DR 1450 BRICKELL BAY DR - 1450 BRICKELL BAY. DR s W5 #1811 #1907 iAl FL 33131 MIAMI FL 33131 MIA FL 33131 RAMON J & G M CAMPO MERCEDES HERRERA MANUEL M & F PERALTA 1450 BRICKELL BAY DR #1801 1450 BRICKELL BAY DR #1812 PO BOX 2775 MIAMI FL 33131 MIAMI FL 33131 4 r7 SAN JOSE COSTA RICA 1000 8 COSTA BELLA CONDO 1450 BRICKELL BAY DR MIAMI FL 33131 (C -143L) 0 C,,,.LOS 0 ANDARSIO EUGENIO GORDIENKO FOLKS & LAURA ASELL 1450 BRICKELL BAY DR APTO POSTAL 10180-1000 1450 BRICKELL BAY DR #1910 SAN JOSE COSTA RICA #PH3 MIA FL 33131 MIA FL 33131 AGUSTIN F GRANDA WM III & MERCEDES JENNINGS 1450 BRICKELL BAY DR 1450 BRICKELL BAY DR #1911 #2007 MIA FL 33131 MIA FL 33131 DILASA INVERSIONES SA LEGENT BUSINESS CO LTD 444 BRICKELL AVE 1450 BRICKELL BAY DR MIA FL 33131 #2009 MIA FL 33131 MARCEL G10VANAZI ROSA M DE LA HERIA LOS PALOS GRANDE 1450 BRICKELL BAY DR EDF ALEHI PH3B # 2010 CARACAS VENEZUELA MIA FL 33131 0 AT SUNFLOWER CORP SEBASTIAN CASANAS AN A JIMENEZ_ 1450 BRICKELL BAY DR 7838 CORAL WAY #2011 MIA FL 33155 MIA FL 33131 PHILIP J SCUTIERI JR LINA GLUCK JACQUELINE M SIMMONS 1450 BRICKELL BAY DR 1450 BRICKELL BAY DR #2012 #2001 MIA FL 33131 MIA FL 33131 (TALO U ALBANESE H SALAMI & C PAUL & B 1450 BRICKELL BAY DR 195 NEWTON ST #2002 BROOKLINE MA 02146 MIA FL 33131 JOAQUIN PEREZ SO AMERICAN TRADEX CO 1450 BRICKELL BAY DR 1450 BRICKELL BAY DR #2003 #2015 MIA FL 33131 MIA FL 33131 MELANIE A ELDER YOLANDA E S DEL VALLE Submitted public BRICKELL BAY DR 1450 BRICKELL BAY DR 4 #PH1 ipCOrd ai0'10 ,., FL 33931 MIA FL 33131 t$CYi JUAN J & TERESA PONS E R DOS ANJOS & I DIAS� 1450 BRICKELL BAY DR #2005 1450 BRICKELL BAY DR #PH2 t s3 F MIA FL 33131 MIA FL 33131 �� 2 VILLA REGINA CONDO, 1581 BRICKELL AVE, MIAMI, FL 33129 (C -14L) (204 UNITS) JO. oAH INVEST JOHN GALE NUBRO CORP N V 2457 COLLINS AVE #101 1581 BRICKELL AVE #1101 1600 MICANOPY AVE MIA BCH FL 33140 MIA FL 33129 MIA FL 33133 ANDRES GALDO ANA C PORTELA VITTORIO & L M ITALIANO 1581 BRICKELL AVE #201 1581 BRICKELL AVE #1201 1581 BRICKELL AVE #2301 MIA FL 33129 MIA FL 33129 MIA FL 33129 JOSEM BAEZA SR FOUR PALM TRES HOLDINGS LTD ERNEST T & M A HARPER 1581 BRICKELL AVE #301 1581 BRICKELL AVE #1401 1581 BRICKELL AVE #PH 101 MIA FL 33129 MIA FL 33129 MIA FL 33129 PEDRO DIAZ-MENDEZ MIBECALI CORP JEROME & M FEDLMAN ELDA ALONSO 1581 BRICKELL AVE #1501 1581 BRICKELL AVE 1581 BRICKELL AVE #401 MIA FL 33129 #T1011103 MIA FL 33129 MIA FL 33129 0 CHICO JORGE A RODRIGUEZ JOSUAH INV 3RICKELL AVE 0501 1581 BRICKELL AVE #1601 2457 COLLINS AVE #102 MIA FL 33129 MIA FL 33129 MIA BCH FL 33140 GLENCO INV INC IRA M LEVENSHON 202 A R A INCORPORATED 1581 BRICKELL AVE #601 1581 BRICKELL AVE #1701 % RICARDO ESPIRITO SANTO MIA FL 33129 MIA FL 33129 1395 BRICKELL AVE MIAMI FL 33131 ADRIAN A GALDO RALPH J SLONIM JR & R VARTEX LTD 1581 BRICKELL AVE #701 1581 BRICKELL AVE #1801 P 0 BOX 143337 MIA FL 33129 MIA FL 33129 CORAL GABLES FL 33114 Q& S B SPAGGIARI GRB LLC WILLIAM M& T T HANSEN 1581 BRICKELL AVE #801 35 ALMERIA AVE 1581 BRICKELL AVE #402 — S.' r MIA FL 33129 C GABLES FL 33134 MIAMI FL 33129 .a ' :• N _ S2 1j. �y CD ARTURO V & M D QUIROZ PIETER BAKKER JORGE L SUAREZ' BRICKELL AVE #901 & INES PAL 1581, BRICKELL AVE #502 " 'L 33129 1581 BRICKELL AVE #2001 MIAMI FL 33129 N MIA FL 33129, cl) � epi CHARLES ELDREDGE SR INDITA INV INC 602 VILLA REGINA INC 1581 BRICKELL AVE #1001 % MEN DIVE & ASSOCS 1581 BRICKELL AVE #602 MIA FL 33129 250 CATALONIA AVE #70�y_ + MIA FL 33129 C GABLES FL 33134 2 VILLA REGINA CONDO, 1581 BRICKELL AVE, MIAMI, FL 33129 (C-14L) 0 J05r-PH G & C J MALDONADO JOSEPH M & E H RYAN ATLANTIS ADVISORS INC 1581 BRICKELL AVE #702 1581 BRICKELL AVE #1802 1581 BRICKELL AVE #403 MIAMI FL 33129 MIAMI FL 33129 MIAMI FL 33129 BRICKELL INV SVCS INC CARLOVA SA 503 VILLA REGINA INC 801 BRICKELL AVE 24FL 8805 NW 23RD ST PO BOX 453904 MIAMI FL 33131 MIA FL 33172 MIAMI FL 33245 CANDIDA DE LOS REYES JOSE E & NANCY F DIAZ 603 VILLA REGINA INC FRANK MOYA 1581 BRICKELL AVE #2002 PO BOX 453904 1581 BRICKELL AVE #902 MIAMI FL 33129 MIAMI FL 33245 MIAMI FL 33129 DONALD F & H ROGERS LUIS & C K GIUSTI FRANK J CROWLEY 1581 BRICKELL AVE #1002 1581 BRICKELL AVE #2101 1581 BRICKELL AVE #703 MIAMI FL 33129 MIAMI FL 33129 MIAMI FL 33129 0 "AL & L J GADEMER TALA KHALAF BRICKELL INV SVCS INC 3RICKELL AVE #1102 1581 BRICKELL AVE #2202 % ANGELICA NIETO MIA FL 33129 MIAMI FL 33129 700 BRICKELL AVE #500 MIAMI FL 33131 C A& N GUERSANI-HARRINGTON JOSEPH G CACIOPPO ELIZABETH J MOYA 1581 BRICKELL AVE #1202 1581 BRICKELL AVE #2303 1581 BRICKELL AVE #903 MIA FL 33129 MIAMI FL 33129 MIAMI FL 33129 CAMILO A& N JARAMILLO GASTONE INC INMOBILARIA DEL MAR LTD 1581 BRICKELL AVE #1402 1581 BRICKELL AVE #PH102 % MARIA A GONZALEZ MIA FL 33129 MIA FL 33129 200 S BISC BLVD MIAMI FL 33131 OWEN E PARR - MARTHA D DE ROCHA HANS-JURG KOHLER 7120 SW 110TH TER 1581 BRICKELL AVE #104 1581 BRICKELL AVE #113 MIA FL 33156 MIA FL 33129 MIA FL 33129 c�a C4� s,s S FLORENCE INV INC MOACIR C & C C MESQUITA STUART H & L M WINSTON "OBERT A FREEMAN 1581 BRICKELL AVE #203 1581 BRICKELL AVE 1203� t� 10S BAYSHORE DR #1106 MIAMI FL 33129 MIAMI FL 33129 i'd FL 33133 R CANTO & N LACAYO WORLD ART FOUNDATION LTD ELIO NUNEZ-GARCIA co X13 1581 BRICKELL AVE #1702 P 0 BOX 143337 1581 BRICKELL AVE 1403 MIAMI FL 33129 CORAL GABLES FL 33114 B 3 MIAMI FL 33129 VILLA REGINA CONDO, 1581 BRICKELL AVE, MIAMI, FL 33129 (C -14L) WINrIELD & M S KELLEY ADELAIDA & NICHOLAS MORLEY 1581 BRICKELL AVE #1503 1581 BRICKELL AVE MIAMI FL 33129 *PH 20112021203 MIA FL 33129 ABOLFAZL T BIDGOLI DIANE SEPLER 1581 BRICKELL AVE # 1603 1581 BRICKELL AVE #T2031204 MIAMI FL 33129 MIAMI FL 33129 RICHARD E DOHERTY LOURDES M FIGUEROA 1581 BRICKELL AVE #1703 200 E61 ST ST MIAMI FL 33129 NEW YORK NY 10021 NADER YAZDANI JORGE H & J SUAREZ 1581 BRICKELL AVE #1803 1581 BRICKELL AVE #304 MIAMI FL 33129 MIAMI FL 33129 & M FURIATI RICARDO & D NUNEZ BRICKELL AVE #1903 1581 BRICKELL AVE #404 MIA FL 33129 MIAMI FL 33129 JORGE R & A M CASTRO 603 VILLA REGINA INC 1581 BRICKELL AVE #2003 P 0 BOX 453904 MIAMI FL 33129 MIA FL 33245 G & ANA SCHENQUERMAN 603 VILLA REGINA INC 1581 BRICKELL AVE #2103 PO BOX 453904 MIA FL 33129 MIAMI FL 33245 ROBERT H OWEN S S ASHTON JR & MING L 1581 BRICKELL AVE #2203 4405 SIMMONS LN MIAMI FL 33129 TEMPLE HILLS MD 20748 ROBERT A FUNK CARLOS A & ANA M PLATA 1 BRICKELL AVE #2303 1581 BRICKELL AVE #804 ='L 33129 MIAMI FL 33129 ROSALBA N DE NASSER JOSEPH A & M L INFANTE 1581 BRICKELL AVE # PH 103 1581 BRICKELL AVE #904 MIAMI FL 33129 MIAMI FL 33129 BRICKMAR LTD % MANUFACTURERS HANOVER MIAMI CTR 200 S BISC BLVD MIAMI FL 33131 IMATACA CORP 4081 SW 2ND TER C GABLES FL 33134 VAVI LTD ABN AMRO BK % MARIA GONZALEZ 200 S BISC BLVD #22FL MIA FL 33131 RENEBUCARAM % BUZZON CENTRO #Q1416 PO BOX 025268 MIAMI FL 33102 ROGER C & K TOLL 1581 BRICKELL AVE #1504 MIAMI FL 33129 JOSE & EUGENIO VALLE % BANK OF BOSTON INTL 55 ALHAMBRA PLZ #800 C GABLES FL 33134 JAMES LERNER ANSIIN 1581 BRICKELL AVE #1704 MIAMI FL 33129 NEAL R & PAT SONNETT 1581 BRICKELL AVE #18 MIAMI FL 33129 CAP Cr _ Cf ) CARLOS X VALDANO CARLOS E 1581 BRICKELL AVE #190 MIAMI FL 33129' SALVADOR LLUVERES PO BOX 450608 MIA FL 33245IL C� VILLA REGINA CONDO, 1581 BRICKELL AVE, MIAMI, FL 33129 (C -14L) 0 NIGtIOLAS A MARRONE JR 1581 BRICKELL AVE #2104 MIAMI FL 33129 JOSE ALONSO 1581 BRICKELL AVE #2204 MIAMI FL 33129 INVERSIONES KELVO SA 1581 BRICKELL AVE #2304 MIA FL 33129 THOMAS AVELLINO 1581 BRICKELL AVE # PH 104 MIA FL 33129 GABRIELA RIVERO JRA SANCHEZ 13900 SW 108 AVE MIAMI FL 33176 BARBARA SELZNICK 1581 BRICKELL AVE #T104 MIAMI FL 33129 MARTHA M RODRIGUEZ 1581 BRICKELL AVE #105 MIA FL 33129 CK&HEVANS 1581 BRICKELL AVE #205 MIAMI FL 33129 ERNESTO A CALZADO 1 BRICKELL AVE #305 Al FL 33129 RETRO ADVISORS INC 1581 BRICKELL AVE #505 MIAMI FL 33129 PEDRO A & M G FUENTES 1581 BRICKELL AVE #605 MIAMI FL 33129 FERNANDO A & E C PAREDES 1501 BRICKELL AVE #705 MIAMI FL 33129 FREDONIA CORP 1581 BRICKELL AVE #805 MIAMI FL 33129 ALAN J RAPHAEL 1581 BRICKELL AVE # 905 MIA FL 33129 PRAZER INC % LIZZIE GUIFFRE 151 SE 15 RD MIAMI FL 33129 JAMES P MAHER III 1581 BRICKELL AVE #1105 MIAMI FL 33129 EUGENIO S & M N ALONSO % IRVING TR BK ATTN MARGARITA MEDINA 1581 BRICKELL AVE #1205 MIAMI FL 33129 JOSE M REKEJO 1581 BRICKELL AVE #1405 MIAMI FL 33129 i AGUSTIN * E JIMENEZ 1581 BRICKELL AVE #1605 MIAMI FL 33129 ATRIUM ON THE OCEAN LT[) PO BOX 800710 MIA FL 33280 MARIA A NAPOLES 1581 BRICKELL AVE #1805 MIA FL 33129 PAOLO COMETTO 1581 BRICKELL AVE #1905 MIA FL 33129 ANGLACAR CORP 1492 S MIA AVE #203 MIA FL 33130 LISA & CYNTHIA WOLMAN 1581 BRICKELL AVE #2105 MIAMI FL 33129 ANDREA H KIM 1581 BRICKELL AVE #22V5; w MIAMI FL 33129 .0 ' G� g iMATACA CORP S C. V: 4081 SW 2ND TER E'' r.} C GABLES FL 33134 co) I✓- CEGAR INV INC 2127 BRICKEL AVE #3902 MIA FL 33129 M & ALEJANDRO PRESILLA CARLS & GLORIA M RABELER LARRY & GLORIA MARKS 15 FULTON ST 1581 BRICKELL AVE #1505 1581 BRICKELL AVE PH2O5 WEEHAWKEN NJ 07087 MIAMI FL 33129 cy `� �, MIAMI FL 33125 Q iii Q VILLA REGINA CONDO, 1581 BRICKELL AVE, MIAMI, FL 33129 (C -14L) 0 MAuRICIO GERSON CARLOS & MARINA PITA PALAFITTE INV LTD 1581 BRICKELL AVE #T 105 1581 BRICKELL AVE #906 % BK BOSTON INTL MIAMI FL 33129 MIAMI FL 33129 55 ALHAMBRA PLZ #800 C GABLES FL 33134 FLAMEBACK CORP % CMPB KAREN PUBLISHING CO JAMES L WEINTRAUB BILL PAYING SVCS 7062 NW 50TH ST 1581 BRICKELL AVE #2108 PO BOX 5258 MIA FL 33166 MIA FL 33129 NEW YORK NY 10185 ALFOUSO RIASCOS BARTOLO & C BENITEZ SUZI SALOWE 1581 BRICKELL AVE #106 1581 BRICKELL AVE #1106 1581 BRICKELL AVE #2206 MIA FL 33129 MIAMI FL 33129 MIAMI FL 33129 CYRUS M JOLLIVETTE LUIS A PULENTA PEDRO N & C ACOSTA 15131 BRICKELL AVE #206 1581 BRICKELL AVE #1206 1581 BRICKELL AVE #2306 MIAMI FL 33129 MIAMI FL 33129 MIAMI FL 33129 0 7E G BLODEK LUCRECIA & J QUEVEDO MIA RIVER PROP INC BRICKELL AVE #306 & CARLA ORTEGA 1801 SW 3RD AVE MIA FL 33129 1581 BRICKELL AVE #1406 MIA FL 33129 MIAMI FL 33129 FEDERICO & M I AROCENA VILMA S ARELLANO CARLOS M PEREZ 1581 BRICKELL AVE #406 1581 BRICKELL AVE #1506 1530 PALISADES AVE #10L MIAMI FL 33129 MIAMI FL 33129 FORT LEE NJ 07024 KENDALLWOOD IND PK INC KENDALLWOOD IIND PK INC ONEGA HOLDINGS INC % J R RODRIGUEZ % JOSE R RODRIGUEZ 999 BRICKELL AVE 275 FONTAINEBLEAU BLVD #135 275 FONTAINBLEAU BLVD 135 MIA FL 33131 MIA FL 33172 MIA FL 33172 RODOLFO & M BILLOT HOUSE CORP VIREG SA 806 PLAZA DEL MAR 1581 BRICKELL AVE #1706 1581 BRICKELL AVE #T2{e'j"? ; CAROLINA PR 00979 MIA FL 33129 MIA FL 33129 o rig 'c� E') SERGIO CARDOSO TOMAS SALDARRIAGA ELLEN FRANK (6 S' � S' � 1 BRICKELL AVE #706 1581 BRICKELL AVE #1806 1581 BRICKELL AVE #107_.; FL 33129 MIAMI FL 33129 MIA FL 33129 s� BROOKLYN SA LUZ M MARTINEZ 207 VILLA REGINA INC 1581 BRICKELL AVE # 806 1581 BRICKELL AVE #1906 P 0 BOX 4054 MIAMI FL 33129 MIAMI FL 33129 j i — I c? 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MIAMI FL 33245 VILLA REGINA CONDO, 1581 BRICKELL AVE, MIAMI, FL 33129 (C -14L) 0 LOURDES M PONS KIM V MARTIN MIAMI RIVER PROPERTIES INC 1581 BRICKELL AVE #307 320 E 42ND ST #414 1801 SW 3RD AVE MIAMI FL 33129 NEW YORK NY 10017 MIA FL 33129 OPAL VENTURES VILMA S ARELLANO ROBERT SAUNIG 1581 BRICKELL AVE #407 1581 BRICKELL AVE #1507 1581 BRICKELL AVE #PH 207 MIA FL 33129 MIAMI FL 33129 MIA FL 33129 ENRIQUE B MARIANO KENDALLWOOD IND PK INC MARK MALIS 30 WALL ST 4TH FL % JOSE R RODRIGUEZ 1581 BRICKELL AVE #T107 NEW YORK NY 10005 275 FONTAINEBLEAU BLVD #135 MIA FL 33129 MIA FL 33172 WILLIAM & MARY E DRIER MICHAEL J & J D FENELON ROMANIA FABBRIS 404 LAKE DORA RD 1581 BRICKELL AVE #1707 1581 BRICKELL AVE #T 207 MOUNT DORA FL 32757 MIAMI FL 33129 MIAMI FL 33129 4 PENARANDA RODOLFO HERRERA EDUARDO FLEITES ,ERICAN EXPRESS BK 15010 N 59TH AVE 1581 BRICKELL AVE #108 1221 BRICKELL AVE GLENDALE AZ 85306 MIAMI FL 33129 MIAMI FL 33131 MIA FL 33129 MIAMI FL 33129 FLORA AKSELRAD FELIPE ALVARADO JORGE LOPEZ ;;' •`.'' 1581 BRICKELL AVE #807 1581 BRICKELL AVE #1907 1581 BRICKELL AVE #208 MIA FL 33129 MIAMI FL 33129 MIAMI FL 33129 RICARDO A OTERO MICHELLE BARNETTE MYRIAM DUHAU ` `f 1581 BRICKELL AVE #907 1581 BRICKELL AVE #2007 1581 BRICKELL AVE #308; +: ►�! MIAMI FL 33129 MIA FL 33129 MIAMI FL 33129 F: ABOLFAZLE J BIDGLEE K& S& RA BAER GABRIEL A& A M FALLA 7212 NW 12TH ST 1581 BRICKELL AVE #2107 10 ALLISON DR MIAMI FL 33126 MIAMI FL 33129 ENGLEWWOOD CLIFFS NJ 07632 BRUNO V GALLO ENZO PAN1Z NORI & I FASANO ROSA MINANO 1 BRICKELL AVE #1107 % TEPUY C A 1581 BRICKELL AVE #508 11 FL 33129 CALLE IP1RE CON MIAMI FL 33129 CARRETA ZUATA PUERTO ORDAZ VANEZUELA LINA AMADOR JOSE TORRENTE & C PEREZ OSCAR D & MARIA MARIL 1581 BRICKELL AVE #1207 1581 BRICKELL AVE #2207 1581 BRICKELL AVE #608 MIAMI FL 33129 MIA FL 33129 MIA FL 33129 ."._ o s 0 VILLA REGINA CONDO, 1581 BRICKELL AVE, MIAMI, FL 33129 (C -14L) MAr, ON A GARMENDIA 1581 BRICKELL AVE #708 MIAMI FL 33129 PAULINO 0 & L P VASALLO 1343 HIGHWAY AIA #APT 4-D SATELLITE BCH FL 32937 CLARITZA ACOSTA TR 1581 BRICKELL AVE #908 MIAMI FL 33129 DOLORES P JAMES 1581 BRICKELL AVE #1008 MIAMI FL 33129 ',(--TT G KEITH 1I_ 3RICKELL AVE #1108 MIAMI FL 33129 BLAKE BURNS 1581 BRICKELL AVE #1208 MIAMI FL 33129 TIMOTHY K & L J COLLETT 430 GRAND BAY DR #PH1C KEY RISC FL 33149 VILMA S ARELI_ANO 1581 BRICKELL AVE #1508 MIA FL 33129 KENDALWOOD IND PK INC % JOSE R RODRIGUEZ 2 -ONTAINBLEAU BLVD #135 Mir+ FL 33172 HOUSE CORP 1581 BRICKELL AVE #1708 MIA FL 33129 ALBERTO & A LAMADRID TAMAS & N KALLOS 1627 BRICKELL AVE #2307 10 EDGEWATER DR #71D MIAMI FL 33129 C GABLES FL 33133 HERMINIO & M FULGUEIRA HECTOR N TERAN % SAFRA REP BK 1541 BRICKELL AVE #1703 1451 BRICKELL AVE MIAMI FL 33129 MIAMI FL 33131 IMATACA CORP GONZALO J DE OLIVEIRA 4081 SW 2ND TER 1581 BRICKELL AVE #TH 3 C GABLES FL 33134 MIAMI FL 33129 TERESA C PEREA ANDREAS T & A T MEINHOLD 1581 BRICKELL AVE #2108 1581 BRICKELL AVE #T 201 MIA FL 33129 MIAMI FL 33129 RENE GONZALES & JOSE PUERTAS 5744 DRUMMOND WAY NAPLES FL 34119 FERNANDOFERRERO 1581 BRICKELL AVE #2308 MIAMI FL 33129 MIA RIVER PROP INC 1801 SW 3RD AVE MIA FL 33129 CARLOS M PEREZ 1530 PALIZADES AVE 10-L FT LEE NJ 07024 JORGE JAIME SubrnittIt`s}. "` 'ti.? (x;' tdlo 1581 BRICKELL AVE #T108 MIA FL33129 record in �.;;;!af '.•.� ''�1 �'�a�h item cr, .._I.I.-?tel. ROMANA FABBRIS 1581 BRICKELL AVE #T 208 MIAMI FL 33129 0 0 FORTUNE HOUSE CONDO, 185 SE 14TH TER, MIA FL 33131 633L) (290 LABELS WITHOUT REPETITION) (ORIGINALLY 296 UTS) UK&_NA DEV LTD 185 SE 14TH TER #601 MIA FL 33131 JOSE B DE MENDONCA CLARK & INGRID VS MEYER 185 SE 14TH TER #701 MIA FL 33131 MARIA C PUENTE DE CHIBAS 185 SE 14TH TER #801 MIA FL 33131 ROBERT QURESHI 888 BRICKELL KEY DR #2802 MIA FL 33131 0 -ALDO Dl POLO L, A LEON 185 SE 14TH TER #1001 MIA FL 33131 NANCY E RODRIGUEZ 185 SE 14TH TER #1101 MIA FL 33131 MARIA ORTIZ E VILLAVECES 90 EDGEWATER DR #707 C GABLES FL 33133 SANDRA TERAN G ORELLANA 185 SE 14TH TER #1401 MIA FL 33131 UMBERTO R DOMINGUEZ SE 14TH TER #1501 L 33131 ZAGOR MGT INC 540 BRICKELL KEY DR #906 MIA FL 33131 IVAN & M C VILLEGAS 185 SE 14TH TER #18D1 MIA FL 33131 JMB PROP INV INC % FREEMAN BUTTERMAN & H 520 BRICKELL KEY DR #0-305 MIA FL 33131 ANDRESEK CONST & MANTENIMIENTO CA 185 SE 14TH TER #2001 MIA FL 33131 TRINITY GROUP SVCS LTD 185 SE 14TH TER #2101 MIA FL 33131 MAITEA FERRAN 185 SE 14TH TER #2201 MIA FL 33131 AFARSAK STIFTUNG 185 SE 14TH TER #2301 MIA FL 33131 UNIT 2101 LTD % J CHEEZEM 200 S BISC BLVD 20FL MIA FL 33131 V A DE CASTRO 3652 FALCON RIDGE CIR WESTON FL 33331 GEORGE E & V FREUND 185 SE 14TH TER #2701 MIA FL 33131 MARIA D TORO 185 SE 14TH TER #2801 MIA FL 33131 JOSEPH U & 0 P FAJARDO 185 SE 14TH TER #2901 MIA FL 33131 CLAUDIA PADRON 185 SE 14TH TER #602 MIA FL 33131 RAQUEL A REYES 185 SE 14TH TER #702 MIA FL 33131 NIXMAR INC 185 SE 14TH TER #802 MIA FL 33131 NORBERTO VANDROUX 185 SE 14TH TER #902 MIA FL 33131 AMERICAN PROP USA INC ROBERTO P DE A FERREIRA JR LONGBOAT KEY INC %FRMN 185 SE 14TH TER #1601 185 SE 14TH TER #2601 520 BRICKELL KEY DR #0-305 MIA FL 33131 MIA FL 331314 cT `� " t � MIA FL 33131 �f .� . FLORIDA CAPITAL MGT Ie=4► 185 SE 14TH TER #1002 a' f MIA FL 33131 c; HUGO R PENTENERO 185 SE 14TH TER #1102 �? MIA FL 33131 AMERICAN PROP USA INC ROBERTO P DE A FERREIRA JR LONGBOAT KEY INC %FRMN 185 SE 14TH TER #1601 185 SE 14TH TER #2601 520 BRICKELL KEY DR #0-305 MIA FL 33131 MIA FL 331314 cT `� " t � MIA FL 33131 �f .� . • FORTUNE HOUSE CONDO, 185 SE 14TH TER, MIA FL 33131 633L) Gh-,vANNI & A DALESSANDRO CLOVIS GOMES 185 SE 14TH TER #1402 & MARIA ALDA MIA FL 33131 185 SE 14TH TER #2402 MIA FL 33131 • A M & R CANDIDO 185 SE 14TH TER #1003 MIA FL 33131 ROBERT QURESHI LUIS D HERNANDEZ ERNEST EGLI 185 SE 14TH TER #1502 185 SE 14TH TER #2502 185 SE 14TH TER #1103 MIA FL 33131 MIA FL 33131 MIA FL 33131 ROBERT QURESHI J SUAREZ & F G GONZALEZ UNIT 2101 LTD 185 SE 14TH TER #1602 185 SE 14TH TER #2602 % JAN CHEEZEM MIA FL 33131 MIA FL 33131 200 S BISC BLVD 20FL MIA FL 33131 ROBERT QURESHI VANESSA HERNANDEZ AGAVE BUSINESS 185 SE 14TH TER #1702 11219 NW 43RD CT 185 SE 14TH TER #1403 MIA FL 33131 C SPRINGS FL 33065 MIA FL 33131 0. VILLA P 0 S FILHO ROSANNA & S BUONERBA 1, E 14TH TER #1802 185 SE 14TH TER #2802 185 SE 14TH TER #1503 MIA FL 33131 MIA FL 33131 MIA FL 33131 ENGLEWOOD VENTURES LTD JOSEPH U & 0 P FAJARDO PATRICIA BATTISTINI 185 SE 14TH TER #1902 185 SE 14TH TER #2901 185 SE 14TH TER #1603 MIA FL 33131 MIA FL 33131 MIA FL 33131 ALEJANDRO CIRONE GIUSEPPE PIERSANTI TODMOR GROUP LTD 185 SE 14TH TER 42002 185 SE 14TH TER #603 185 SE 14TH TER #1703 MIA FL 33131 MIA FL 33131 MIA FL 33131 MONTERO HOLDINGS INC F JOSE SANTARELLI M JONATHAN REALTY LL(g % CANO PROP INC 185 SE 14TH TER #703 185 SE 14TH TER #1803 0 1581 BRIKCELL AVE #1202 MIA FL 33131 MIA FL 33131 CL MIA FL 33129 ; F RST CLASS HOLDLINGS CORP MARK S STEINBERG ROSEAPPLE PROP INC IkNO PROP INC 185 SE 14TH TER #803 185 SE 14TH TER #1903 BRICKELL AVE #1202 MIA FL 33131 MIA FL 33131 Mir. FL 33129 F' HAZEL ASSETS LTD ADITA INV LTD ARTUR MALZYNER 185 SE 14TH TER #2202 185 SE 14TH TER #903.., 185 SE 14TH TER #2003 MIA FL 33131 MIA FL 33131 �.) 4. `" 190 MIA FL 33131 2 FORTUNE HOUSE CONDO, 633L) RI.,jERT QURESHI 185 SE 14TH TER #2103 MIA FL 33131 CAETANO S & M JUNIOR 185 SE 14TH TER #2203 MIA FL 33131 0 185 SE 14TH TER, MIA FL 33131 SHEILA COHN 185 SE 14TH TER #704 MIA FL 33131 ANTONIO J PERES & M R OSORIO 185 SE 14TH TER #804 MIA FL 33131 DRY TORTUGAS LTD KEY LARGO FIN CORP 520 BRICKELL KEY DR #0-305 % FREEMAN BUTTERMAN ETAL MIA FL 33131 520 BRICKELL KEY DR #0-305 MIA FL 33131 DRY TORTUGAS LTD ALICAR INC 185 SE 14TH TER #2403 8000 SW 81ST DR #301 MIA FL 33131 MIA FL 33143 0 REMARK BRICKELL LTD WILLOW OVERSEAS INC 41 S BAYSHORE DR #PHI 185 SE 14TH TER #1104 MIA FL 33133 MIA FL 33131 INVERSIONES LORIE SA UNIT 2101 LTD 185 SE 14TH TER #2603 % J CHEEZEM MIA FL 33131 200 S BISC BLVD 20 FL MIA FL 33131 MAJOSEF CORP SAM SADONVNIK 185 SE 14TH TER #2703 20707 NE 9TH PL MIA FL 33131 MIA FL 33179 JOMIMAE INC CARABALLEDA CORP 185 SE 14TH TER #2803 1390 BRICKELL AVE #200 MIA FL 33131 MIA FL 33131 UANTUM OVERSEAS INC FERIDO PROP INC '0 SW 3RD AVE #801 % GARICIA & BALOYRA =L 33129 1101 BRICKELL AVE #702 MIA FL 33131 0 FOUR ACES PROP 185 SE 14TH TER #1804 MIA FL 33131 FLORIANVILLE ENT LTD 185 SE 14TH TER #1904 MIA FL 33131 CHRYSALYS INV INC % CANO PROP INC 1581 BRICKELL AVE #1202 MIA FL 33129 ANGELICA GRILLAS 185 SE 14TH TER #2104 MIA FL 33131 A SADOVNIK & Z D SCHWARTZMAN 185 SE 14TH TER #2204 MIA FL 33131 TEN INV LTD 185 SE 14TH TER #2304 MIA FL 33131 NIETO BOHORQUEZ CORP TRUST 6� 185 SE 14TH TER #2404':r $ MIA FL 33131 ;C� MARIA C PEFUFFO CANO PROP INC 51 1581 BRICKELL AV#1202 MIA FL 33129 V P R ONE INC 2299 SW 37TH AVE #4FL MIA FL 33145 BENN B BARNAS VILLAMAR ENT INC GLOBAL MONEY MGRS GRP LTD 185 SE 14TH TER #604 185 SE 14TH TER #160 -- 19 J 1 185 SE 14TH ST #2704 MIA FL 33131 MIA FL 33131 MIA FL 33131 c�3 4 FORTUNE HOUSE CONDO, 185 SE 14TH TER, MIA FL 33131 633L) HL,ovlES MORETE E T DE SIQUEIRA TOPA INC % SOICHER iNTNATL PROP 185 SE 14TH TER #1505 % CANO PROP INC 9100 S DADELAND BLVD MIA FL 33131 1581 BRICKELL AVE #1202 #906 MIA FL 33129 MIA FL 33156 JUANITA S HERRERA BELLEAIR BEACH INC CALDOR OVERSEAS LTD C SOEHLKE & A HERRERA % FREEMAN BUTTERMAN & H 1390 BRICKELL AVE #200 185 SE 14TH TER #2904 520 BRICKELL KEY DR #0-305 MIA FL 33131 MIA FL 33131 MIA FL 33131 JESUS R PADRON V P R THREE INC LIMA R DE MELO & E MARTHA C C 185 SE 14TH TER #1705 185 SE 14TH TER #2705 185 SE 14TH TER #605 MIA FL 33131 MIA FL 33131 MIA FL 33131 FLA CAPITAL MGT INC ALICIA CID JOSE H & N DA SILVA 185 SE 14TH TER #705 185 SE 14TH TER #1805 185 SE 14TH TER #2805 MIA FL 33131 MIA FL 33131 MIA FL 33131 ,TOR J B RINCON ANGEL PROMOTIONS LTD MAURO AGRESTA & iE 14TH TER #805 % FREEMAN BUTTERMAN & H DENISE ZEGLIO MIA FL 33131 520 BRICKELL KEY DR #0-305 185 SE 14TH TER #2905 MIA FL 33131 MIA FL 33131 ILKA F N DE ALMEiDA ADRIANA FANGANIELLO H DE BRITO & M MACEDO 185 SE 14TH TER #905 185 SE 14TH TER #2005 185 SE 14TH TER #606 MIA FL 33131 MIA FL 33131 MIA FL 33131 GUSTAVO HOERTH TWICE AMERICA INC M I ORTIZ LLANOS % CERVERA REAL ESTATE 185 SE 14TH TER #2105 185 SE 14TH TER #706 1492 S MIA AVE MIA FL 33131 MIA FL 33131 MIA FL 33130 VOLA INTL INC - B GONZALEZ MERGER STEPHEN & I ZONENSCHfi%I`� cru % FREEMAN BUTTERMAN & H 2100 CORAL WAY #305 185 SE 14TH TER #806 520 BRICKELL KEY DR 0-305 C GABLES FL 33145 MIA FL 33131 c ib MIA FL 33131;; c� q r- c: c) L MOTTA DA COSTA GOMAGUS INC CASSIANO & I M MARTEL K 5 SE 14TH TER #1205 % CANO PROP INC 185 SE 14TH TER #906 N 'L 33131 1581 BRICKELL AV #1202 e MIA FL 33131 t.. MIA FL 33129 [ ! , C�0 F CARLOS E AVALOS HANS WRAGE & WALTRUT HENRY E LEON ROJAS 185 SE 14TH TER #1405 185 SE 14TH TER #2305 185 SE 14TH TER #1006 MIA FL 33131 MIA FL 33131 MIA FL 33131 0 0 FORTUNE HOUSE CONDO, 185 SE 14TH TER, MIA FL 33131 633L) Cr -,..LOS 0 XAVIER CORAL REEF CAPITAL LTD 185 SE 14TH TER #1106 % M LYNCH SK & TR % KNOWLES MIA FL 33131 BEL GRAVIA HOUSE CIR RD �� rr DOUGLAS ISLE OF MAN f ��a IM11QW BI MARIO M UENO THOMAS W CONROY 185 SE 14TH TER #1206 185 SE 14TH TER #2306 MIA FL 33131 MIA FL 33131 MARIO M UENO ASINC CORP 185 SE 14TH ST #1406 185 SE 14TH TER #2406 MIA FL 33131 MIA FL 33131 OCTAVIO V PUMAR ELIZABETH GUTA 185 SE 14TH TER #1506 185 SE 14TH TER #2506 MIA FL 33131 MIA FL 33131 S REAL ESTATE CORP PLANTATION USA INC �. SW 27TH AVE 2FL 185 SE 14TH TER #2606 MIA FL 33145 MIA FL 33131 V P R TWO INC VIRGILIO & V DE CASTRO 2299 SW 37TH AVE #4FL 185 SE 14TH TER #2706 MIA FL 33145 MIA FL 33131 CARLOS D RIGATTIERI WAI KUEN MUELLER 185 SE 14TH TER #1806 185 SE 14TH TER #2806 MIA FL 33131 MIA FL 33131 ROLANDO GIRON il TERREMARK BRICKELL LTD 185 SE 14TH TER #1906 2601 S BAYSHORE DR PHI MIA FL 33131 MIA FL 33133 DWORTH RESOURCES LTD MIGUEL E LILUE & H NJAIM SE 14TH TER #2006 % G CARRION CITIBANK ':L 33131 201 S BISC BLVD MIA FL 33131 TWICE AMERICA INC JOSE V & M J GARCIA 185 SE 14TH TER #2106 185 SE 14TH TER #607 3 ,1 R MIA FL 33131 MIA FL 33131 .. `- 1 �0 3 3 MAURICIO P BONNET 185 SE 14TH TER #807 MIA FL 33131 JUAN M PADRON 185 SE 14TH TER #907 MIA FL 33131 CABRA CORP 185 SE 14TH TER #1007 MIA FL 33131 DAISSY C CONTRERAS 185 SE 14TH TER #1107 MIA FL 33131 ERROL C SERVICE 185 SE 14TH TER #1207 MIA FL 33131 CARMINE & H A BEDOTTO 185 SE 14TH TER #1407 MIA FL 33131 MARSEILLE MGT LTD 185 SE 14TH TER #1507 MIA FL 33131 t:f CL ANA SAVATIERRA a' -`'. �^ % BANCO UNION CARRILLO' 1000 BRICKELL AVE #1100;! MIA FL 33131 �� rr f ��a L G BOHORQUEZ % AMADI 0 220 ALHAMBRA CIR ii" qs ii ry C GABLES FL 33134 RADWORTH RESOURCES LTD 185 SE 14TH TER #1807 MIA FL 33131 FORTUNE HOUSE CONDO, 6 633L) P.—L.O D SILVA & NINA JANE GUSMAO 1581 BRICKELL AVE #1202 MIA FL 33129 E & S KOUVARITAKIS % CANO PROP INC 1581 BRICKELL AVE #1202 MIA FL 33129 0 • 185 SE 14TH TER, MIA FL 33131 FIRST CLASS ASSETS INC % 1581 BRICKELL AVE #1202 MIA FL 33129 P T INVESTMENTS 185 SE 14TH TER #2207 MIA FL 33131 4VIO & M E SARMIENTO ;E 14TH TER #2307 MIA FL 33131 G S & M E GASPERI 185 SE 14TH TER #2407 MIA FL 33131 ATWELL ASSETS INC % CANO PROP INC 1581 BRICKELL AVE #1202 MIA FL 33129 CASS CORP 185 SE 14TH TER #2607 MIA FL 33131 NELSON F1LHO A C SE 14TH TER #2707 :L 33131 ALTEVIR M SILVA GLAUCIA C P D 185 SE 14TH TER #2907 MIA FL 33131 ABA SADOVNIK 185 SE 14TH TER #608 MIA FL 33131 M B & G F FRAGOSO 185 SE 14TH TER #708 MIA FL 33131 JOSE R SEVIERI MARIA MENEZES 185 SE 14TH TER #808 MIA FL 33131 JOHHNY & C HARRINGTON 185 SE 14TH TER #908 MIA FL 33131 DENISE A CANEDO 185 SE 14TH TER #1008 MIA FL 33131 CRAIG LIMAN 185 SE 14TH TER #1108 MIA FL 33131 INVERSIONES PEREZ & PEREZ INC 185 SE 14TH TER #1208 MIA FL 33131 FRANCIS J & R CHAVIANO 185 SE 14TH TER #1408 MIA FL 33131 F R & J N BUSTAMANTE 185 SE 14TH TER #1608 MIA FL 33131 INVERSIONES SANTA BARBARA INC 185 SE 14TH TER #1708 MIA FL 33131 DRAKE INTL SVCS CORP 501 BRICKELL KEY DR #400 MIA FL 33131 JOSE P & S S MORENO 185 SE 14TH TER #1908 MIA FL 33131 IDOM PROP MIA LLC 185 SE 14TH TER #2008 MIA FL 33131 JUMAR CAPITAL CO INC 700 WILLIAMS ISLD BLVD #807 WILLIAMS ISLD FL 33160 JUMAR CAPITAL CO INC 700 WILLIAMS ISLD BLVD #807 AVENTURA FL 33160 C �pt 0 C.� C M & E C GUTIERREZ is 283 DEER PATH LN; BATTLE CREEK MI 49015 .� JULIUS B SAMPSON 185 SE 14TH TER #2308 MIA FL 33131 ROBERT & V PERU J A & W A & M B GONZALEZ REN REAL ESTATE INV 185 SE 14TH MIA FL 33131 MIA #2807 MIA FSE 33131 TER #1508 ,\ � � .... '1 c3 93MIA FL 33131TER #250$ FORTUNE HOUSE CONDO, 185 SE 14TH TER, MIA FL 33131 (C -633L) Ki.. x R A PASHA-SHARPE BRICKELL WAY CORP YAB III INC 185 SE 14TH TER #2608 PO BOX 273427 185 SE 14TH TER #2909 MIA FL 33131 BOCA RATON FL 33427 MIA FL 33131 MATHEUS IENSEN ROBERT QURESHI CORAL REEF CAPITAL LTD 185 SE 14TH TER #2708 888 BRICKELL KEY DR #2802 % MERRILL LYNCH BK & TR MIA FL 33131 MIA FL 33131 BEL GRAVIA HOUSE CIR RD 185 SE 14TH TER #1010 DOUGLAS ISLE OF 185 SE 14TH TER #1809 MIA FL 33131 MAN IMILQUW BI JUAN DE JESUS & M C CRUZ REVELOS S A JESUS R P SUAREZ 14645 SW 173RD ST 185 SE 14TH TER #1609 185 SE 14TH TER #810 MIA FL 33177 MIA FL 33131 MIA FL 33131 MELINDA M NIXON GUIDO AUDISIO OLGA & R VIZCON 185 SE 14TH TER #2908 185 SE 14TH TER #1709 185 SE 14TH TER # MIA FL 33131 MIA FL 33131 MIA FL 33131 _ERREMARK BRICKELL LTD JUAN C & S N BIZET PANI HERATH 1( S BAYSHORE DR #PH1 GERALDINA M & B EVELYN 185 SE 14TH TER #1010 MIH FL 33133 185 SE 14TH TER #1809 MIA FL 33131 MIA FL 33131 PONCHO LTD TASCON FAM INV INC MARSHA ALEXANDER 185 SE 14TH TER #809 185 SE 14TH TER #1909 120 JEFFERSON AVE #12021 MIA FL 33131 MIA FL 33131 MIA BCH FL 33139 PONCHO LTD ROBERT QURESHI IMPLANT DEVICES & 185 SE 14TH TER #909 501 BRICKELL KEY DR #201 TISSUE F USA MIA FL 33131 MIA FL 33131 % STEVEN L CANTOR 777 BRICKELL AVE #500 = i MIA FL 33131 `�� E cx APOGEE ENT CORP SOUTH EASTERN CAPITAL MGT MARGARITA PULIDO & G &,p `' s ci: % GROUPOSIMA 501 BRICKELL KEY DR #201 5151 COLLINS AVE #1115 Uy 2100 CORAL WAY #305 MIA FL 33131 MIA BCH FL 33140-q C GABLES FL 33145 E 6 e.� B FRANCO NIETO RAVE REAL ESTATE INC SCOTT & M J TRAFTON 185 SE 14TH TER #1109 185 SE 14TH TER #2709 185 SE 14TH TER #1510 f -L 33131 MIA FL 33131 MIA FL 33131 RONAN & N ROCHA VIEIRA RAVE REAL ESTATE INC COLIMAR 2000 LTD 185 SE 14TH TER #1209 185 SE 14TH TER #2809"185 185 SE 14TH TER #1610 MIA FL 33131 MIA FL 33131 1233 MIA FL 33131 0 i FORTUNE HOUSE CONDO, 185 BE 14TH TER, MIA FL 33131 633L) LA ,.iANMSION STORE VERNY & G C HUERTAS ROGOLAN S A INC IMP & EXP 185 BE 14TH TER #2801 185 SE 14TH TER #1611 4522 W INDIAN SCHOOL RD MIA FL 33131 MIA FL 33131 PHOENIX AZ 85031 MIA FL 33131 MIA FL 33131 JOSE A G TRAPAGA QUANTUM OVERSEAS INC S GOMEZ & H J E RIVEROS HILDA G D 2600 SW 3RD AVE #801 11850 SW 92ND LN 185 SE 14TH TER #1810 MIA FL 33129 MIA FL 33186 MIA FL 33131 JOSE R & C D QUIJANO ELITE BRICKELL INC ROSANA SASSIM 185 BE 14TH TER #1910 185 SE 14TH TER #711 185 SE 14TH TER #1811 MIA FL 33131 MIA FL 33131 MIA FL 33131 CONANGELO CIMINO JULIO CESAR OBANDO M M PEREZ 185 BE 14TH TER #2610 185 SE 14TH TER #811 185 BE 14TH TER #1911 MIA FL 33131 MIA FL 33131 MIA FL 33131 ' EZAMA-ALVAREZ MERCEDES GONZALEZ WORTHINGTON HOLDINGS INC �,. AEN A R L 185 SE 14TH TER #911 % CANO PROP INC 185 SE 14TH TER #2110 MIA FL 33131 1581 BRICKELL AVE #1202 MIA FL 33131 MIA FL 33129 JOSE M & ISABEL N ALVAREZ TESIS INV INC GIOVANNI PUNZO 185 BE 14TH TER #2210 % CANO PROP INC 185 SE 14TH TER #2111 MIA FL 33131 1581 BRICKELL AVE #1202 MIA FL 33131 MIA FL 33129 .� C G & R S GIOIELLI CAPITAL MGT INC ERNESTO ANDRADE� 185 SE 14TH TER #2310 185 SE 14TH TER #1111 185 BE 14TH TER #2211 a) MIA FL 33131 MIA FL 33131 MIA FL 33131 -��1 c.� ♦ r,j MIPEFA CORP KELLY C DE CASTANO ISLA BONITA INV K - 185 BE 14TH TER #2410 185 BE 14TH TER #1211 185 SE 14TH TER #2311 MIA FL 33131 MIA FL 33131 MIA FL 33131 TERREMARK BRICKELL LTD CARLOS R STUTZ TONY & FRANCESCO DI FABIO 0 11 S BAYSHORE DR #PH1 185 BE 14TH TER 91411 185 BE 14TH TER #2411 =L 33133 MIA FL 33131 MIA FL 33131 JOSE FRANCO CIMINO INDIGO SHORES FO FL INC KANA INV HOLDINGS LTD 1$5 SE 14TH TER #2610 185 SE 14TH TER #1511; p�_ 185 BE 14TH TER #2511 MIA FL 33131 MIA FL 33131 MIA FL 33131 FORTUNE HOUSE CONDO, 185 SE 14TH TER, MIA FL 33131 (C -633L) A Lx BLANCA RAVELO M A& A G RODRIGUEZ M RIBAS SAMPAIO 185 SE 14TH TER #2611 185 SE 14TH TER #1212 185 SE 14TH TER #2312 MIA FL 33131 MIA FL 33131 MIA FL 33131 MARILDA L S TEIXERA BELLA VISTA SCVS INC JUAN CARLOS HERNANDEZ 185 SE 14TH TER #2711 185 SE 14TH TER #1412 185 SE 14TH TER #2412 MIA FL 33131 MIA FL 33131 MIA FL 33131 CLARIBEL A & E C MONTOYA VIRGILIO C DE CASTRO ANDILU INV CORP 185 SE 14TH TER #2811 185 SE 14TH TER #1512 185 SE 14TH TER #2512 MIA FL 33131 MIA FL 33131 MIA FL 33131 EAGLE RIVER COMM SA CARLOS & G SALMAN CLAUDIO BEGGI 185 SE 14TH TER #2911 7830 SW 83RD CT 185 SE 14TH TER #2612 MIA FL 33131 MIA FL 33143 MIA FL 33131 I" C & S PESSOA CABRA CORP CONSUELO S HERRERA 1, �E 14TH TER #1612 185 SE 14TH TER #1712 185 SE 14TH TER 92712 MIA FL 33131 MIA FL 33131 MIA FL 33131 JOAO F DE F GONCALVES LEOPOLDO C & M CONDE WILSON GARCIA LOPEZ M CARNEIRO & M MILANEZ 185 SE 14TH TER #1812 185 SE 14TH TER #2812 185 SE 14TH TER #712 MIA FL 33131 MIA FL 33131 MIA FL 33131 T SIQUEIRA PADDLE GROUP CORP M C PADROSA RIBAS 1iy e3 C BARBOSA 185 SE 14TH TER #1912 185 SE 14TH TER #2910 LL 185 SE 14TH TER #812 MIA FL 33131 MIA FL 33131'♦ MIA FL 33131 r, c ; `od cS G M &J C & E BIZET BLDG INV ENT INC PLANTATION USA INC .0) c, N & SUSA 185 SE 14TH TER #2012 185 SE 14TH TER #613 185 SE 14TH TER #912 MIA FL 33131 MIA FL 33131 E P MIA FL 33131 a LUIS F& G C ANDRADE SAVARIOR C MOSS VIRGINIA I S& H CAMAROTA 9401 INDIAN CRK PKY 131 W KENILWORTH AVE 185 SE 14TH TER #713 C RLAND PK KS 66210 ROYAL OAK MI 48067 MIA FL 33131 ADRIANA R MADRINAN SOUTH EASTERN CAPITAL MGT UNIT 813 FORTUNE HOUSE 185 SE 14TH TER #1112 501 BRICKELL KEY DR #20.1 cy 185 SE 14TH TER #813 ':) MIA FL 33131 MIA FL 33131 , i — . .13 MIA FL 33131 10 FORTUNE HOUSE CONDO, 185 SE 14TH TER, MIA FL 33131 633L) Lb,..dRCA INC BEAR PACIFIC LTD % FREEMAN 185 SE 14TH TER #913 520 BRICKELL KEY DR #0-305 MIA FL 33131 MIA FL 33131 TADEO PRADO & F ACEVEDO EVEREST PROP INC 185 SE 14TH TER #1013 185 SE 14TH TER #2113 MIA FL 33131 MIA FL 33131 DONALD K & GAIL M KING WILLIAM & POLLY HIMEL 185 SE 14TH TER #1113 4751 GULF SHORE BLVD N MIA FL 33131 #802 NAPLES FL 34103 DECIO DOS REIS J R BRAVO & M R GONZALEZ 185 SE 14TH TER #1213 185 SE 14TH TER #2313 MIA FL 33131 MIA FL 33131 `IAN INV CORP G BAHR & T NADORFY E 14TH TER #1413 185 SE 14TH TER #2413 MIA FL 33131 MIA FL 33131 CLAUDIO SALAZAR JUL HOLDINGS CORP 185 SE 14TH TER #1513 14505 COMMERCE WAY #700 MIA FL 33131 MIA LAKES FL 33016 CARLOS & G SALMAN MARIHOGAR CORP 185 SE 14TH TER #1613 % ROBERT WAYNE MIA FL 33131 1225 SW 87TH AVE MIA FL 33174 NEPTALI J MTZ LOPEZ MGSG CORP 185 SE 14TH TER #1713 185 SE 14TH TER #2713 MIA FL 33131 MIA FL 33131 STOR INV CORP GLENPORT LTD recordO�C9cord dna �Ifih SE 14TH TER #1813 185 SE 14TH TER #2813 j*terR �$~} ��� �. -L 33131 MIA FL 33131 -•� WaPle = 0 r P I - c r — N. .. - 7 s". 27)w sr -7 4 s ,If V, 72 ku s 1_7 y Si SE r PAFrje. mu. s P R yl Q V Ck 4 w 5r Q 33) 4F7Y -1.7 fit SIja jp4zNzsoRc j. 1 xfe4j 14;ry Ir rj 7 sw. 14ft rme Inc T A (14 991 S PARX M.2 4 1 4 STA 9E t 7-14 VtYC4YA NORTH f public record il;,; with \\( nso\ itern FORTE PLAZA PS 96-21 TRACT A (L-679) (62 LABELS) TX -8129101 50OFT TR A 1401 BRICKELL AVE 01-02105-007-010101-021-050-7010 EAST BRICKELL TOWER SUB 117.86 TRACT B TR B 1451 BRICKELL AVE 01-4139.036-0020 POINT VIEW AMD PB 2-93 BLOCK2 LOT 45 LESS NELY 5FT FOR RNV & NV2 OF LOT 46 1449 BRICKELL AVE 01-02105-0O2-530/01-0210-050-2530 GIFFORD & HIGHLEYMAN PB 3-38 PORT OF LOTS 1 THRU 5 & PORT OF LOT 39 OF PIB 5-44 DESC BEG MOST WILY COR OF LOT 39 TH N52DEG E169.40FT S57DEG E249.92FT S32DEG W83.45FT N57DEG W22.724FT S52DEG W121.773FT N37DEG W129.038FT S52DEG W52.31FT N37DEG W112.997FT TO POB 1501 BRICKELL AVE 01-4139-002-0011 BRICKELLS FLAGLER PB 544 BLOCK55 LOTS 1-2 & 3 1501 S MIA AVE 01-4139.001-0050 LOT 4 1525 S MIA AVE 01-4139-001-0060 LOTS 5 TO 8 1555 S MIA AVE 014139.001-0070 LOTS 9 & 10 1565 S MIAMI AVE 01-4139-001-0070 0 LOTS 25 THRU 36 1550 BRICKELL AVE 01-4139-001-0180 0 AMERICAN VENTURES PROP FUND -I LTD BLUMBERG BRICKELL LTD 255 ALHAMBRA CIR #1100 C GABLES FL 33134 REPUBLIC FIFTY ONE BRICKELL LLC 2666 BRICKELL AVE MIA FL 33129 FOURTEEN FIFTY ONE BRICKELL 2666 BRICKELL AVE MIA FL 33129 DIOCESE OF NEWTON FOR THE MELITES IN TH USA INC 1501 BRICKELLAVE MIA FL 33129 THOMAS J BAKER 1501 S MIA AVE MIA FL 33129 THOMAS JBAKER 1501 S MIA AVE MIA FL 33129 THOMAS J BAKER 1501 S MIA AVE MIA FL 33129 HILDAWAY YOUNG TR 1565 S MIAMI AVE MIA FL 33129 a public 1550 BRICKELLASSOC rCJC87sti f ;_;?i1 with 10525 N KENDALL DR WA FL 33176 Ci?y Clark • • 0 BRICKELLS FLAGLER_ PB 5-44 BLOCK 55 LOTS 37 & 38 LUPETTO INC 1548 BRICKELL AVE 200 S BI SC BLVD #4815 01-4139-001-0250 MIA FL 33131 LOTS 39 & 40 THOMAS J BAKER 1528 BRICKELL AVE 1501 S MIA AVE 01-4139-001-0260 MIA FL 33129 LOTS 41 & 42 EVERETT V SUGARBAKER 1500 BRICKELL AVE 1500 BRICKELL AVE 01-4139-001-0270 MIAMI FL 33129 BRICKELL CHASE PB 153-67 TERREMARK BRICKELL II LTD TRACT A 2601 S BAYSHORE DR #1600 VACANT MIA FL 33133 01-4139-064-0010 01-4139-011-0010 SIMPSON PARK #234 PB 82-70 CITY OF MIA DEPT OF TRACT A P & D DIV ASSET MGT TR A LESS COMM MOST SLY COR TR A PER 82-70 444 SW 2ND AVE #325 NE 351.61FTTO POB MIA FL 33130 85 SW 17TH RD SIMPSON PARK FIRST ADDITION PB 149-32 CITY OF MIA DEPT OF BLOCK 1 P & D DIV ASSET MGT LOT 2 444 SW 2ND AVE #325 VACANT MIA FL 33130 01-4139-059-0020 MARY BRICKELL ADON. PS 8-113 RICHARD OCCONNELL TR BLOCK 99 % TRANSAL CORP LOTS 1-2 2121 SW 3 AVE 8TH FL 1414 BRICKELL AVE MIAMI FL 33129 01-02099-001-010!01-0209-090-1010 LOTS 3 THRU 7 & N112 OF LT8 THE TAPLIN CO LTD 1428 BRICKELL AVE 1177 KANE CONCOURSE 01-02099-001-030101-0209-090-1030 BAY HARBOR ISL FL 33154 LOT 26 PHOENIX INV CO LE 1421 S MIAMI AVE REM R O'CON N ELL TRUSTEE 01-02099-001-190101-0209-090-1190 2121 SW 3RD AVE 8 F MIA FL 33129 public NWLY75FT OF LOTS 27 & 28 RICHARD O'CONNEL T� T(� it WI$il 1411 S MIAMI AVE % TRANSAL CORP C_ or1, n 01-02099-001-200!01-0209-090-1200 2121 SW 3RD AVE 8FL ICOM . -.-��,- MIA FL 33129 �boman • rcc®rra isI with tAk-ill.-ur Footman MARY BRICKELL ADDN. PB B-113 CiLy i_.iork BLOCK 99 d --` 33 SELY75FT OF LOTS 27 & 28 RICHARD O'CONNELL TRUSTEE 20 SE 14TH ST % TRANSAL CORP 01-02099-001-2101001-0209-090-1210 2121 SW 3RD AVE 8FL MIA FL 33129 MARY BRICKELL ADDN. PB B-113 BLOCK 100 LOTS 7 THRU 11 & 10FT ALLEY LYG NWLY & ADJ TIGERVEST NV CLOSED PER R-87-398 1333 S MIAMI AVE #301 1300 BRICKELL AVE MIA FL 33930 01-02099.001-360101-0209-090-1360 LOTS 12 THRU 15 & 20FT ALLEY LYG 5ETW PACIFIC NATL 8K NA LOTS CLOSED PER R-87-398 1390 BRICKELL AVE 75 SE 14TH ST MIA FL 33131 01-02099-001-380101-0209-090-1380 LOTS 16 & 17 & 1 OFT ALLEY LYG SELY & ADJ TIGERVEST NV CLOSED PER R-87-398 % SMITH ORTIZ GOMEZ & B 1333 S MIA AVE 132 MINORCA AVE 01-02099-001-420!01-0209-090-1420 C GABLES FL 33134 LTS 18-19 & THAT PART OF LT 20 NOT USED FOR ST TIGERVEST NV & 10FT ALLEY LYG SELY & ADJ CLOSED PER R-87-398 % DELOITTE & TOUCHE 1301 S MIAMI AVE 201 E KENNEDY BLVD #700 01-02099.001-440 TAMPA FL 33602 CITY OF MIAMI SOUTH PB B-41 BLOCK 95 HELM BANK % CONTROLLER LOT 1 & 85OFT OF LOT 4 & ALL OF LOTS 2 & 3 1312 S MIA AVE 1300 S MIA AVE MIA FL 33130 01-02095-001-010!01-0209-050-1010 N100FT LOT 4 LESS N9CFT FOR RNV HBISPC INC 20 SW 13TH ST 1200 BRICKELL AVE #305 01-0209-050-1020 MIA FL 33131 LOT 5 LESS N1OFT FOR RNV HELM BANK 300 SW 13TH ST 1200 BRICKELL AVE #310 01-0209-050-1030 MIA FL 33131 LOT 6 LESS N1 OFT FOR RAN BOULEVARD GARAGE LLC 34 SW 13TH ST % M & E HOLDINGS LLC 01-0209-050-1040 425 E 61 ST ST NEW YORK NY 10021 LOT 7 LESS N1 OFT FOR RNV BOULEVARD GARAGE LLC 40 SW 13TH ST % M & E HOLDINGS LLC 01-0209-050-1050 425 E 61 ST ST NEW YORK NY 10021 d --` 33 • E CITY OF MIAMI SOUTH PB B-41 BLOCK 95 LOT 8 LESS N10FT FOR RIW 60 SW 13TH ST 01-0209-050-1050 E50FT LOTS 9 & 10 LESS N5 FT OF LOT 9 fib SW 13TH ST 01-0209-050-1070 LOTS 11-12-13 & W100FT OF LOT 14 1399 SW 1 ST AVE 01-0209-050-1100 551OF LOT 14 14 53 5W 14TH ST 01-0209-050-1120 LOT 15 45 SW 14TH ST 01-0209-050-1140 LOT 16 37 SW 14TH ST 01-0209-050-1150 LOT 17 25 SW 14TH ST 0`1 -02095-001-160101-0209-050-1160 LOT 18 15 SW 14TH ST 01-02095-001-170101-0209-050-1170 LOTS 19 & 20 1340 S MIA AVE 01-02095-001-171/01-0209-050-1171 0 LOT 21 1326 S MIA AVE 01-02095-001-180101-0209-050-1180 4 record iii coY�. , .,..... _� with item P?' y C'n-J.00 Water Fccman G4 Clerk BOULEVARD GARAGE It LLC % RSVP METROPOLITAN PKG LLC 333 EARLE OVINGTON DR #1030 UNIONDALE NY 11553 UNITED NATL BK % CONTROLLERS OFC 1399 SW 1ST AVE MIA FL 33130 UNITED NATL BK 1399 SW 1ST AVE MIA FL 33130 UNITED NATL BK 1399 SW 1ST AVE MIA FL 33130 BOULEVARD GARAGE li LLC % RSVP METROPOLITAN PKG LLC $33 EARLE OVINGTON DR #1030 UNIONDALE NY 11553 BOULEVARD GARAGE LLC % M&E HOLDINGS LLC 425 E 61 ST ST NEW YORK NY 10021 BOULEVARD GARAGE LLC % M&E HOLDINGS LLC 425 E 61 ST ST NEW YORK NY 10021 HELM BANK 1200 BRICKELL AVE #310 MIA FL 33131 HBISPC INC 1200 BRICKELL AVE #305 MIA FL 33131 HELM BANK 1312 S MIA AVE MIA FL 33130 s i CITY OF MIAMI SOUTH PB B-41 BLOCK 96 S112 LOT 1 1420 S MIA AVE 01-0209-060-1010 N112 OF LOT 1 & ALL LOTS 2 THRU 5 26 SW 14TH ST 01-0209-060-1040 LOT 6 44 SW 14TH ST 01-0209-060-1060 E50FT OF LOTS 8 & 7 50 SW 14TH ST 01-0209.060-1080 W50FT OF E100FT OF LOTS 7 & 8 54 SW 14TH ST 01-0209-060-1090 W51.5FT OF LOTS 7 & 8 1401 SW 1STAVE 01-0209-060-1070 LOTS 9 & 10 1429 SW 1ST AVE 01-0209-060-1071 E50FT OF W101.5FT OF LOTS 11 & 12 45 SW 14TH TER 01-0209-060-1100 W51.5FT OF LOTS 11 & 12 65 SW 14TH TER 01-0209060-1110 E50FT OF LOTS 11 & 12 & ALL OF LOT 13 37 SW 14TH TER 01-0209-060-1120 • S ';';�E'f� into t" L9 Public ccrncl;i.ion Wish rE;corci ort°1 tefn "l(m1c 14TH BRICKELL W LTD 1177 KANE CONCOURSE BAL HARBOUR ISL FL 33154 14TH BRICKELL LTD 1177 KANE CONCOURSE BAL HARBOUR ISL FL 33154 14TH BRICKELL LTD 1177 KANE CONCOURSE BAL HARBOUR ISL FL 33154 14 BRICKELL WEST LTD % 1177 KANE CONCOURSE #201 BAY HARBOR ISLD FL 33154 UNITED NATL BK 1399 SW FIRST AVE MIA FL 33130 14TH BRICKELL WEST LTD 1177 KANE CONCOURSE #201 BAY HARBOR ISLD FL 33154 14TH BRICKELL WEST LTD 1177 KANE CONCOURSE BAL HARBOUR FL FL 33154 TOM PENNEKAMP & MARY J 1434 S MIAMI AVE MIA FL 33130 TOM PENNEKAMP & MARY J 1434 S MIAMI AVE MIA FL 33130 14TH BRICKELL WEST LTD 1177 KANE CONCOURSE BAL HARBOUR FL 33154 • • CITY OF MIAMI SOUTH PS B-41 BLOCK 96 LOT 14 21 SW 14TH TER 01-0209-060-1130 LOT 15 1438 S MIAMI AVE 01-0209-060-1140 LOT 16 1434 S MIAMI AVE 01-0209-060-1150 LOT 17 1430 S MIAMI AVE 01-0209-060-1160 BLOCK 98 LOTS 1 & 6 1450 S MIA AVE 01-0209-080-1010 LOTS 2 & E15FT LOT 3 21 SW 15TH RD 01-0209-060-1020 W65FT OF LOT 3 75 SW 15TH RD 01-0209-080-1030 W71.5FT OF E86.5FT OF LOT 3 41 SW 16TH RD 01-0209-080-1040 LOT 5 1490-1492 S MIAMI AVE 01-0209-080-1050 6 �± ,.r..•. bliG Subfn recOrd if • items -i on : aftor Foeman city Cleric MARY J PENNEKAMP TR 6710 LE JEUNE RD C GABLES FL 33146 MARY J PENNEKAMP TR 6710 LE JEUNE RD C GABLES FL 33146 MARY J PENNEKAMP TR 6710 LE JEUNE RD C GABLES FL 33146 TOM & M J PENNEKAMP 1430 S MIA AVE MIA FL 33130 HAROLD & S SAWELSON 1450 S MIA AVE MIA FL 33130 NICKEL & V GCESEKE JAVIER &A CERVERA 1492 S MIA AVE MIA FL 33130 PROVOST & PARTNERS INC 75 SW 15TH RD MIA FL 33129 P SCHRAEDEL & ANN SCHRAEDEL HAFF PO BOX 310404 MIA FL 33231 NICKEL & V GOESEKE JAVIER & A CERVERA 1492 S MIA AVE MIA FL 33130 HIGHLEYMANS SUB PB 1-184 Is LOTS 1 & 2 & W10FT LOT 3 LESS S1 OFT THEREOF E S PROPERTIES INC FOR R!W 1395 BRICKELL AVE 111 SE 14TH ST MIA FL 33131 01-0210-050-1010 "1`33 • • U C P SUB PB 129-93 TRACT A TRA 1309 BRICKELL AVE 01-4139-042-0010 BRICKELL WEST PB 154-33 TRACT A TR A & THAT PORT OF SW 1 CT & SW 14 ST LYG W & ADJ CLOSED PER R-99-155 104 SW 13TH ST 01-4138-077-0010 TRACT B TR B & THAT PORT OF SW 1 CT LYG W & ADJ CLOSED PER R-99-155 101 SW 15TH RD 01-4138-077-0020 • 0 record f', i tjath item -z 5 4 Jlnts;-!� man City Clerk ESTORIL INCORPORATED 1395 BRIKCELL AVE 3FL MIA FL 33131 CORAL STATION LTD % BVT DEV CORP 3350 RIVERWOOD PKWY #1500 ATLANTA GA 30339 CORAL STATION LTD % 9VT DEV CORP 3350 RIVERWOOD PKWY #1500 ATLANTA GA 30339 • • 10 C-894 THE PALACE CONDO 541 BRICKELL AVE MIA FL 33129 (C-894)303 A401 A501 A601 A701 A801 A901 A1001 A1101 A1201 A1401 -4139-038' D-7101 • record in ith item -It—,", on PAUL R OXLEY JR 1541 BRICKELL AVE #A401 MIA FL 33129 MYLENE CORP NV % KAUFMAN ROSSiN & CO 2699 S BAYSHORE DR MIA FL 33133 ANDREAS STYLIANOPOULOS 1541 BRICKELL AVE #A601 MIA FL 33129 TONOSI TRADING CO INC 11625 SW 69TH CT MIA FL 33156 HECTOR HUGO HABIB % LEIMUL MGT CORP 6601 SW 79TH CT MIA FL 33143 THEODORE A & N I JEWELL 1541 BRICKELL AVE #A901 MIA FL 33129 STALIN 0 COLINET 1541 BRICKELL AVE #A1001 MIA FL 33129 ATOOF HOSSEtN1 BALM 10790 WILSHIRE BLVD #1402 LOS ANGELES CA 90024 ALBERTO J & N BENGOLEA 30 WATERSIDE PLZ#12A NEW YORK NY 10010 DELMO & 1 MOURA 1541 BRICKELL AVE #A1401 MIA FL 33129 • 10 0 C-894 THE PALACE CONDO 1541 BRICKELL AVE MIA FL 33129 A1501 A1601 A1701 A1801 A1901 A2001 A2101 A2201 A2301 A2401 2 record i �� I: ; . S•ua�.. Z� on �te�► �'� IN�ite� i'�c���an City Cleric PAUL A JAURE 1541 BRICKELL AVE #A1501 MIA FL 33129 JOSE GARCIA SOLANO 1541 BRICKELL AVE #A1601 MIA FL 33129 ELVIRA V & S J BAKER 1541 BRICKELL AVE #A1701 MIA FL 33129 H P & R FORREST 1541 BRICKELL AVE #A1801 MIA FL 33129 JAMES L & J G BERENTHAL 1541 BRICKELL AVE #A1901 MIA FL 33129 MANSHO & LIA KHILNANI 18 SARGENT RD SCARSDALE NY 10583 PENNINGTON INV LTD 2665 S BAYSHORE DR #701 MIA FL 33133 ALLEN H BENOWITZ 1541 BRICKELL AVE #A2201 MIA FL 33129 LORENZO PELLICIOLI 1541 BRICKELL AVE #A2301 MIA FL 33129 CAROL BUTTS 1541 BRICKELL AVE #A2401 MIA FL 33129 33 • 10 0 C-894 THE PALACE CONDO. 1541 BRICKELL AVE MIA FL 33129 A2501 A2601 A2701 A2801 A2901 A3001 Fivi[p7d A3201 A3301 A3401 3 recti k-1 Item Z•Y ��� . V,ja.5,lcf FOL'man City Clark MARKAMBICORP 1541 BRICKELL AVE #A2501 MIA FL 33129 PALCHOAL & M THOMEU % BARCLAYS BK B01 BRICKELL AVE 16FL MIA FL 33131 IVONNE ESTEFAN 1541 BRICKELL AVE #A2701 MIA FL 33129 ANGELA DIEGO 1,941 BRICKELL AVE #A2801 MIA FL 33129 ABELTABUYO 1641 BRICKELL AVE #A2901 MIA FL 33129 JOSE M & M C LASUEN % BEGONAARTI NANO 600 BILTMORE WAY#913 C GABLES FL 33134 EDUARDO & G CUE 1541 BRICKELL AVE #A3101 MIA FL 33129 WALID E S AL-HAKTANY 1541 BRICKELL AVE #A3201 MIA FL 33129 CARLOS A LOPEZ JR 799 BRICKELL PLZ #700 MIA FL 33131 NT&TSCHULANI ;;ut.) m !nto the i7Clbl 1541 BRICKELL AVE #A3401 MIA FL 33129 raC©ir la; `".;1'.':,i'!1 wit Item __ _ ori�......,_m. Walter Fooroa City Cla rI L C-694 THE PALACE CONDO 1541 BRICKELL AVB,_MiA FL 33129 4 p Jai v�rl�h !L✓jC ri��1.y � J �. L�r � roan Glerk A3501 ROY A PAULA M ROSSETTI 401 E BOTH ST NEW YORK NY 10021 A3601 ALEXANDRA ROSS 1541 BRICKELL AVE #A3601 MIA FL 33129 A3701 J P & R DERRENBERGER 1541 BRICKELL AVE #A3701 MIA FL 33129 A3801 DAVID B C MARTINS 1541 BRICKELL AVE #A3801 MIA FL 33129 LOIS M SCHWEIDGER A3901 1541 BRICKELL AVE #A3901 MIA FL 33129 RAYMOND H II & A C BOLDUC A402 1541 BRICKELL AVE #A402 MIA FL 33129 A502 ROBERTA COSTA & ANNAMARIA PETRO 1541 BRICKELL AVE OA502 MIA FL 33129 SUZANNE DELEHANTY A602 1541 BRICKELL AVE #A602 MIA FL 33129 ELEANORE H GERHART A702 1541 BRICKELL AVE #A702 MIA FL 33129 ENRIQUE & M C ARRANZ A802 1541 BRICKELL AVE #A802 MIA FL 33129 i 0 C-894 THE PALACE CONDO 1541 BRICKELL AVE MIA FL 33129 5 record in item y Si��Ii�i� �'�✓6'.if d9eAli trl Cleric A902 ALFREDO & E ARRAUT j 1541 BRICKELL AVE #A902 I MIA FL 33129 A1002 PETER THOMAS 1541 BRICKELL AVE #A1002 MIA FL 33129 A1102 ELIZABETH G SCHNEIDER % NATIONSBK PVT CLIENT GRP PO BOX 26688 RICHMOND VA 23261 A1202 CHRISTINE MARTINDALE 1541 BRICKELL AVE #A1202 MIA FL 33129 A1402 MARIA E GOSS 1541 BRICKELL AVE #A1402 MIA FL 33129 A1602 DANIEL J FERNANDEZ 1541 BRICKELL AVE #A1502 MIA FL 33129 A1602 EFRAIN & PAZ S LEON 1541 BRICKELL AVE #A1602 MIA FL 33129 A1702 EVELIO ESTRELLA & NERY SUAREZ 1541 BRICKELL AVE #A1702 MIA FL 33129 A1802 IRWIN & L & J POTASH 1541 BRICKELL AVE #A1802 MIA FL 33129 A1902 EVELYN COHEN '/o R MERKIN 13100 SW 11TH CT #C411 PEMB PINES FL 33027 • C-894 THE PALACE CONDO. 1541 BRICKELL AVE MSA FL 33129 A2002 A2102 A2202 0 A2302 A2402 A2502 A2602 A2702 A2802 0 A2902 9 6 rocord in item all Gi_y Clerk ERNE:STO R & J R LIMA 981 OCEAN DR #3G KEY RISC FL 33149 MAURICIO & D D BEHAR 1541 BRICKELL AVE #A2102 MIA Fl. 33129 H A BENOWITZ 1541 BRICKELL AVE #A2202 MIA FL 33129 PETER A COHEN 1541 BRICKELL AVE #A2302 MIA FL 33129 PETER LOBNIG 1541 BRICKELL AVE #A2402 MIA F'L 33129 MARIA DEL CARMEN CARVAJAL 1541 BRICKELL AVE #A2502 MIA FL 33129 LEON COOPER 1541 BRICKELL AVE #A2602 MIA F:L 33129 5ERGIO O & ANA M JACINTO 1541 BRICKELL AVE #A2702 MIA FL 33129 CAMBRIDGE INTL INC 1541 BRICKELL AVE #A2802 MIA FL 33129 NICHOLAS KEGLEVICH 1541 BRICKELL AVE#A2902 MIA FL 33129 • • C-894 THE PALACE CONDO 1541 BRICKELL AVE MIA FL 33129 A3002 A3102 A3202 0 A3302 A3402 A3502 A3602 A3702 A3802 0 A3902 • 7 s�hC Sl"t ti. r r r tth itom 011 Glerk ANTHONY B TRAVERS % ZERBONE CATERVA 100 S BISC BLVD #700 MIA FL 33131 KARIM PHARAON 1541 1RICKELL AVE 3102 MIA FL 33129 ASSARIFARHAD 1541 BRICKELL AVE #3202 MIA FL 33129 ANDREAS &A MEINHOLD 1541 BRICKELL AVE #A3302 MIA FL 33129 AUGUSTO J & A M BAPTISTA 1541 BRICKELL AVE #A3402 MIA FL 33129 JOSEPH BLASSER 1541 BRICKELL AVE #A3502 MIA FL 33129 FRANCISO C R GIRAO % CAROLINA FRIEDHOFF 1901 BRICKELL AVE #8204 MIA FL 33129 NICHOLE D SCOTT LE 1541 BRICKELL AVE #A3702 MIA FL 33129 NORIMA INC 1541 BRICKELL AVE #A3802 MIA FL 33129 MARIO C RODRIGUEZ 1541 BRICKELL AVE #A3902 MIA F -L 33129 C-894 THE PALACE CONDO 1541 BRICKELL AVE MIA FL 33129 B403 503 603 I * 703 803 903 1003 1103 1203 I 1403 • 8 Submittod into tha public rocordp.iin ' c ;:_ .,°? � With item c,YN � �S,_wa LINDA J PLUNKETT 1541 BRICKELL AVE #8403 MIA FL 33129 PETER G & C K MENEDIS 1541 BRICKELL AVE #503 MIA FL 33129 FRANK G & L C A KARDONSKI 1541 BRICKELL AVE #603 MIA FL 33129 MARIA E & J A LARREA 1541 BRICKELL AVE #703 MIA FL 33129 ALBERTO HERRERA & ADELA ABE LLA 1541 BRICKELL AVE #803 MIA FL 33129 HUMBERTO E & M M ROBLES 1541 BRICKELL AVE #903 MIA FL 33129 GALIA SANDRES 1541 BRICKELL AVE #1003 MIA FL 33129 JORGE J & M T YUNIS 1541 BRICKELL AVE #1103 MIA FL 33129 ALAN SMITH GERMAN MOLINA 1541 BRICKELL AVE #1203 MIA FL 33129 RAFAEL L GUZMAN 1541 BRICKELL AVE #1403 MIA FL 33129 • C-894 THE PALACE CONDO 1541 BRICKELL AVE MIA FL 33129 9 p"blIC witvi itemz U q 1503 RICARDO & E GONZALEZ 1541 BRICKELL AVE #1503 MIA FL 33129 1603 IVONNE GONCALVES 1541 BRICKELL AVE #1603 MIA FL 33129 1703 MICHAEL R & G BOYCE 5301 SW 77TH CT #206G MIA FL 33155 1803 MORGA 1541 BRICKELL AVE #1803 1541 BR MIA FL 33129 1903 ROBERT WASILEWSKI 1541 BRICKELL AVE #1903 MIA FL 33129 2003 LETICIA & J T TOBAR 1541 BRICKELL AVE #2003 MIA FL 33129 2103 PATRICIA M ALVAREZ 1541 BRICKELL AVE #2103 MIA FL 33129 2203 CHAIM STERN & LEA LANE 1541 BRICKELL AVE #2203 MIA FL 33129 2303 MILLSIDE ENT LTD 1541 BRICKELL AVE #2303 MIA FL 33129 2403 PETER LOBNIG 1541 BRICKELL AVE #2403 MIA FL 33129 • i • C-894 THE PALACE CONDO 1541 BRICKELL AVE MIA FL 33129 10 itum Ian iyrt:y Glork 2503 MICHAEL J & M V OSMAN 1541 BRICKELL AVE #2503 MIA FL 33129 2603 DAVID & L VOGEL 1541 BRICKELL AVE #2603 MIA FL 33129 2703 ALODEB INC 1541 BRICKELL AVE #2703 MIA FL 33129 2803 GARCIODOS VIVIAN U RRA VIVIAN GUERRA j 1541 BRICKELL AVE #2803 MIA FL 33129 2903 BERNARDO DIAS LUCIANA SRANDAO 1541 BRICKELL AVE #2903 MIA FL 33129 3003 MARIANO & D B D GONZALEZ 8190 NW 66TH ST MIA FL 33166 3103 LUIS F VILLANUEVA 1541 BRICKELL AVE #3103 MIA FL 33129 3203 JOHNNY SALOMON 1541 BRICKELL AVE #3203 MIA FL 33129 3303 MIRTA 0 FLORIN 1541 BRICKELL AVE #3303 MIA FL 33129 3403 NATHAN C & B WALBERG 1541 BRICKELL AVE #3403 MIA FL 33129 53 f) rb • • C-894 THE PALACE CONDO, 1541 BRICKELL AVE MIA FL 33129 11 u'" `.p.: F, .-.,� +��r• public with record �s®�� _ . „3�� ltom I,ril'y� Crl�ri( 3503 TAYLOR & P LARIMORE 1541 BRICKELL AVE #3503 MIA FL 33129 3603 MARCID DE MELLO MATTOS 1541 BRICKELL AVE #3603 MIA FL 33129 3703 CHYSUCA NV % RAFAEL.A ACEVEDO PO BOX 450804 MIA FL 33245 3803 INC % MARY MARTIN 6 BEDFORD RD PORT WASHINGTON NY 11050 3903 MARIO C RODRIGUEZ 1541 BRICKELL AVE #3903 MIA FL 33129 404 ALEJANDRO & M BLOCH 1541 BRICKELL AVE #404 MIA FL 33129 504 TIMOR & S C COLAK 1541 BRICKELL AVE #504 MIA FL 33129 604 DARIO & MARIA C DIEZ 1541 BRICKELL AVE #604 MIA FL 33129 704 LOLO PROPERTIES INC 1541 BRICKELL AVE #704 MIA FL $3129 804 HELI O DE GASTRO-NEVES 1541 BRICKELL AVE #804 MIA FL 33129 � 0 C-894 THE PALACE CONDO 1541 BRICKELL AVE MIA FL 33129 12 Suf m'_ _ public record ill with liCE�6'7➢ ?' on 417 �-Ot Walter F-013marl city Giadc 944 LIPOSOL SA 1541 BRICKELL AVE #904 MIA FL 33129 1004 ASIA GAMBOA 1541 BRICKELL AVE #1004 MIA FL 33129 1104 A J & ISABEL H S ELIASCHEV 1541 BRICKELL AVE #1104 MIA FL 33129 1244 JOSE M & S FERNANDEZ 1541 BRICKELL AVE #1204 MIA FL 33129 1404 KEPRON LTD % ATTN G LUSSAN 37 THUKLOE ST LONDON SW721.0 1504 JEREMY & RONNI SHAPIRO 1541 BRICKELL AVE #1504 MIA FL 33129 1604 ANTONIO TILKIAN 1541 BRICKELL AVE #1604 MIA FL 33129 1804 RICHARD ZARETSKY BETTY BARON 1541 BRICKELL AVE #1804 MIA FL 33129 1904 JUAN B & A MARTINEZ 1541 BRICKELL AVE #1904 MIA FL 33129 2004 RAFAEL A CARVAJAL 1541 BRICKELL AVE #2004 MIA FL 33129 iF 0 • C-894 THE PALACE CONDO 1541 BRICKELL AVE MIA FL 33129 13 J �alAbO with record Is; ' itemr-(i� �'al$�;� fI1�Y1 {il$y 2104 ADRIEN & E SAPIRO 1541 BRICKELL AVE #2104 MIA FL 33129 2204 NORBERTO & ANA M PRIU 1543 BRICKELL AVE #3405 i MIA FL 33129 2304 EVERETT A SHESLOW 1541 BRICKELL AVE #2304 MIA FL 33129 2404 ALAN CHAMBERS 1541 BRICKELL AVE #2404 MIA FL 33129 2504 HERMAN & HELVIA OCHOA P0130X 15509 MIA FL 33101 2604 JORGE & JODI S LOSTAL 1541 BRICKELL AVE #2604 MIA FL 33129 2704 KAREN J SIMMONS 1541 BRICKELL AVE #2704 MIA FL 33129 2804 CARLOS N DE LA GUERRA 1541 BRICKELL AVE #2804 MIA FL 33129 2904 PENFIELD INV CORP 1541 BRICKELL AVE #2904 MIA FL 33129 3004 ......_.. _ ._...... _..,._,.._ - _. M{GUEL BRf;DA & P MARQUES 1541 BRICKELL AVE #3004 MIA FL 33129 • lie lie C-894 THE PALACE CONDO 1541 BRICKELL AVE MIA FL 33129 14 Subrrlltted Into Tho, public r€ cord i r:�saztc}::;.+art With itegn.�.l11S-o1 city Glerk 3104 GUILLERMO P RODRIGUEZ 1541 BRICKELL AVE #3104 MIA FL 33129 3204 EMILIO SANCHEZ % ADVANTAGE INTL 1751 PINNACLE DR 01500 MC LEAN VA 22102 3304 HECTOR H & M E BUITANO 1541 BRICKELL AVE #3304 MIA FL 33129 3404 NATHAN C & H WALBERG 1541 BRICKELLAVE#3404 MIA FL 33129 3504 ROBERT H & M T WINSTEAD 1541 BRICKELL AVE #3504 MIA FL 33129 3604 RICHARD DAVI 1541 BRICKELL AVE #3604 MIA FL 33129 3704 DONALD A CARLSON 1541 BRICKELL AVE #3704 ' MIA FL 33129 3804 MICHAEL H GLOGOWER 1541 BRICKELL AVE 03804 MIA FL 33129 3904 RICHARD H & J ROGERS 1541 BRICKELL AVE #3904 MIA FL 33129 405 ROBERT VERNOA 1541 BRICKELL_ AVE #405 MIA FL 33129 � �D � • 1C 10 C-894 THE PALACE CONDO 1541 BRICKELL AVE MIA FL 33129 505 605 705 805 905 1005 1105 1205 1405 1505 t5 public rocof€.m with Itern 7i �yCn�ii�0 3 t��fi116�� 6 e-Ity Clark .J NORMAN & A MAZZAWI 1541 BRICKELL AVE #505 MIA FL 33129 ISTAN LTD 1541 BRICKELL AVE #605 MIA FL 33129 SALLY H WISE 1541 BRICKELL AVE #705 MIA FL 33129 J A CUADRADO 1541 BRICKELL AVE #805 MIA FL 33129 LUIS C & ROSA L ALVAREZ 1541 BRICKELL AVE #905 MIA FL 33129 CORPORACION RALICO SA % MURAI 25 SE 2ND AVE #830 MIA FL 33131 YVONNE FERRERA 1541 BRICKELL AVE #1105 MIA FL 33129 NATUREVIEW INV LTD 1541 BRICKELL AVE #1205 MIA FL 33129 CARLOS COLLARTE 1541 BRICKELL AVE#1405 WA FL 33129 JOHN A& C BORRENSEN 1541 BRICKELL AVE #1505 MIA FL 33129 C-894 THE PALACE CONDO 1541 BRICKELL AVE MIA FL 33129 16 • S: U iters :r Fooman city (;Iefk 1605 DORSTEN PROP NV %GILD PROP INC 11636 N KENDALL DR MIA FL 33176 1705 MANUEL & M R DOMINGUEZ 1541 BRICKELL AVE #1705 MIA FL 33129 1605 STEPHEN J MAKAR 1541 BRICKELL AVE #1805 MIA FL 33129 1905 AUDREY T RENAULT 1541 BRICKELL AVE #1905 MIA FL 33129 2005 JEFFREY STURMTHAL 1541 BRICKELL AVE #2005 MIA FL 33129 2105 VICTORIA RODRIGUEZ 1541 BRICKELL AVE #2105 MIA FL 33129 2205 MAXINE USDAN 1541 BRICKELL AVE #2205 MIA FL 33129 2305 N L PALACE CORP 1500 SAN REMO AVE #177 C GABLES FL 33146 2405 F J & D V PERAZA 1541 BRICKELL AVE #2405 MIA FL 33129 2505 LEONARD SIMON 1541 BRICKELL AVE #2505 MIA FL 33129 • C-694 THE PALACE CONDO 1541 BRICKELL AVE MIA FL 33129 17 qn1-)L 1n'g11rC3!`1 1,0fol AF lr'f .jUbll�'i re erg1 r1 with Item...,.,. oornan uy Clerk 2605 DANIEL MICHAEL CORP 1541 BRICKELL AVE #2605 MIA FL 33129 2705 DALIMIL & ELISA A KYBAL 1541 BRICKELL AVE #2705 MIA FL 33129 2805 NINA BLUMENFELD 12 MURCHISON PL WHITE PLAINS NY 10605 2905 MAXIM ENT LTD RURAL tNTL INC 200 S BISC BLVD #3750 MIA FL 33131 3005 KEVIN R HALL 1541 BRICKELL AVE #3005 MIA FL 33129 3105 LAUREANO & N C FERNANDEZ 1541 BRICKELL AVE #3105 MIA FL 33129 3205 WINDBR[DGE ENT LTD 1541 BRICKELL AVE #3205 MIA FL 33129 3305 DADECO PROP INC & J R A INV INC 12555 BiSC BLVD #462 NO MIA BCH FL 3381 3405 DAVID & K WEISS 1541 BRICKELL AVE #3405 MIA FL 33129 3505 ZAFFRE BLUE INC 1541 BRICKELL AVE #3505 MIA FL 33129 a • C-894 THE PALACE CONDO 1541 BRICKELL AVE MIA FL 33129 �$ public recoi i� F .: , : , a with ltc.ja (.oily Glork 3605 L & L ASSOCIATES % SANI 140 STATION RD GREAT NECK NY 11024 3705 WILLIAMS POLLAK 1541 BRICKELL AVE #3705 MIA FL 33129 3805 ROGER G KALLMAN LONDSDALE STUDIOS 19 LONSDALE PL BARNSBURY ISLINGTON LONDON NI IEL UK 00000 3905 PALM ISLAND REALTY LTD 1541 BRICKELL AVE #3905 MIA FL 33129 406 PAUL T DEE 1541 BRICKELL AVE #406 MIA FL 33129 506 REYNA SABINA 1541 BRICKELL AVE #506 MIA FL 33129 606 BARNWELL INTL INC EAST 53RD ST SWISS BANK BLDG 2FL CITY OF PANAMA REP OF PANAMA 706 A & E ARGYROPOULOS 1541 BRICKELL AVE #706 MIA FL 33129 806 YOLAN DA J RAAD 1541 BRICKELL AVE 4806 MIA FL 33129 0 906 MARGUERITE BEATY 1541 BRICKELL AVE #906 MIA FL 33129 K -I 10 10 • C-894 THE PALACE CONDO 1541 BRICKELL AVE MIA FL 33129 1006 1106 1206 1406 1506 1606 1706 1805 1906 2006 9 19 Subrn�3tl,,�:, V-9 public reo°)s , _ Irl with Itom City Clerk SCOT FISCHER % MARIO MUSO 2451 BRICKELL AVE MIA FL 33129 RICHARD R & A TOLEJANO 1541 BRICKELL AVE #1106 MIA FL 33129 MARCEL E TOUZE 1541 BRICKELL AVE #1206 MIA FL 33129 MICHAEL J MORA TR 701 NW 67TH AVE #200 MIA FL 33126 LUIS G CARDENAL 4006 KUMQUAT AVE COCONUT GR FL 33133 DEMETRIO PEREZ 1541 BRICKELL AVE #1606 MIA FL 33129 T S & NT CHULANI TRS 1541 BRICKELL AVE #1706 MIA FL 33129 OLGA S DEMAS 1541 BRICKELLAVE#1806 MIA FL 33129 T S & NT CHULANI TRS 1541 BRICKELL AVE #1906 MIA FL 33129 JOLANDA MARINI 1541 WCKELL AVE #2006 MIA FL 33129 • C-894 THE PALACE CONDO 1541 BRICKELL AVE IA FL 33129 20 re co i tvith iY�� �Z'?' 11-..4 • of f>q clo(k 2106 CARLOS A ALVAREZ 1541 BRICKELL AVE #2106 MIA FL 33129 2206 PEDRO & L A PERRINO 1541 BRICKELL AVE #2206 MIA FL 33129 2306 JOSEPHA R QUIJADA BERTHA G LEAL 1541 BRICKELL AVE #2306 MIA FL 33129 2406 SERGORLY FAISSU & ORLY B WAISBURD B 1541 BRICKELL AVE #2406 MIA FL 33129 2506 ANGEL A ALVAREZ 1541 BRICKELL AVE #2506 MIA FL 33129 2606 ENRIQUE MONASTERIO 1541 BRICKELL AVE #2606 MIA FL 33129 2706 FRANCISCO & FY DE POLI 1541 BRICKELL AVE #2706 • MIA FL 33129 2806 TOMAS A ALONSO 1541 BRICKELL AVE #2806 MIA FL 33129 2906 FRANCIS S HILL JR & MERI LEE C 1541 BRICKELL AVE #2906 MIA FL 33129 3006 JANICE JONES 1541 BRICKELL AVE #3006 MIA FL 33129 • • C-894 THE PALACE CONDO, 1,541 BRICKELL AVE. MIA FL 33129 3106 3206 3306 3406 3506 3606 3706 3806 3906 21 public With lVlsc9 d-lJ1 item c. p, r City Clerk ALVARO LIBREROS 1541 BRICKELL AVE #3106 MIA FL 33129 GEORGINA TORROELLA 1541 BRICKELL AVE #3206 MIA FL 33129 GASPAR & E M HERNANDEZ 1541 BRICKELL AVE #3306 MIA FL 33129 MIKEMIN CORP NV % MARTA E HERMIDA 12123 SW 131ST AVE MIA FL 33186 DUNDALK INV NV % CHASE BILL PAYING SVCS PO BOX 5258 NEW YORK NY 10185 CLAUDIO M VALENTE & WILMA DE C 1541 BRICKELL AVE #3606 MIA FL 33129 REBEKAH J POSTON 1541 BRICKELL AVE #3706 MIA FL 33129 EDUARDO & A F & S BALSERA 1541 BRICKELL AVE #3806 MIA FL 33129 BILLY G & BERTHA DAVIS 1541 BRICKELL AVE #3906 MIA FL 33129 407 ROBERT & R PARIENTE 1541 BRICKELL AVE #407 MIA FL 33129 . _a s�� � 3 $_ t) • C-694 THE PALACE CONDO 1541 BRICKELL AVE. MIA FL 33� 22 items?'_ City Jerk 507 OLYMPIC INTL SA ROBERTO R MASSUH PO BOX 450833 MIA FL 33245 607 JOSE R & R FERRERAS 1541 BRICKELL AVE #607 MIA FL 33129 707 LESLIE ANN MCCORMICK 1541 BRICKELL AVE #707 MIA FL 33129 807 OLGA PUOGET 1541 BRICKELL AVE #807 1541 MIA FL 33129 907 ERROL RAIN ESS & KEIKO MACHIDA 1541 BRICKELL AVE #907 MIA FL 33129 1007 NEWLAND FIN CORP % FREEMAN ESTALS 601 BRICKELL KEY DR #400 MIA FL 33131 1107 ENRIQUE & S MAYA 1541 BRICKELL AVE #1107 MIA FL 33129 1207 FRANCESCO SEN1S 1641 BRICKELLAVE#1207 MIA FL 33129 1407 BRIAN HERSH 1541 BRICKELL AVE 01407 MIA FL 33129 ALBERTO & V GUERRA 1507 241 CAPE FLORIDA DR KEY BISC FL $3149 • C-894 THE PALACE CONDO, 1541 BRICKELL AVE, MIA FL 33129 23 public on vvlth item Fop. an (;iq 0Aerk 1607 MARRY N & ALINA TURK 1541 BRICKELL AVE #1607 MIA FL 33129 1707 RAMON CERNUDA 1541 BRICKELL AVE #1707 MIA FL 33129 i 3 , 1807 PAULINA R DOSAMANTES 1541 BRICKELL AVE #1807 MIA FL 33129 508 JOS;= BANKS 1541 BRICKELL AVE #508 MIA FL 33129 608 PARAMUS BUSINESS CORP PO BOX 524121 EPS A-11.2 MIA FL 33152 708 MARIA J & JOSE BATTLE 1541 BRICKELL AVE #708 MIA FL 33129 808 CARLOS F ROMAN CATHERINE I SCOVITCH 1541 BRICKELL AVE #808 MIA FL 33129 908 RICARDO RUFIN 1541 BRICKELL AVE #908 MIA FL 33129 1008 YORGUZ MERCANTILE CORP 1541 BRICKELL AVE#1008 MIA FL 33129 1108 GERARDO C FUCITO 1541 BRICKELL AVE #1108 MIA FL 33129 i 3 , • C-894 THE PALACE CONDO, 1541 BRICKELL AVE MIA FL 33129 24 ..J. � fr�3� f�4.>,UI�IG o�,��.� � with item iiY W":C„ f q)cnian 1208 CAROLINA UZCATEGUI 1541 BRICKELL AVE #1208 MIA FL 33129 1408 JOSE LUIS PARDO % LEIMUL MGT CORP 6601 SW 79TH CT MIA FL 33143 409 AMPARO HARATYK 1541 BRICKELL AVE #409 MIA FL 33129 509 JORGE & L MURILLO & LINA BOFILL 1541 BRICKELL AVE #509 MIA FL 33129 709 GARY M & C CARMAN 1541 BRICKELL AVE #709 MIA FL 33129 809 LOURDES M GRANA 1541 BRICKELL AVE #809 MIA FL 33129 909 RAUL G & A A MARMOL 1541 BRICKELL AVE #909 MIA FL 33129 1009 LILY A ARTEAGA 1541 BRICKELL AVE #1009 MIA FL 33129 4000 ANTHONY C TIRRI 1541 BRICKELL AVE #4000 MIA FL 33129 T101 RACHEL SPACK TR 1541 BRICKELL AVE #T101 MIA FL 33129 C-894 THE PALACE CONDQ '1541 BRICKELL AVE Ml FL 33129 25 �:�I :.�. Ivo .... `.0 I-shry 1'�l ig P[.�4���(f r0cordI,-) � wi#h '.�, City Clerk T102 ENRIQUE & M J MERCADO 1541 BRICKELL AVE #T102 MSA FL 33129 T103 JESUS & M P HERRERA 1541 BRICKELL AVE #T103 MIA FL 33129 T104 MONIQUE KAY 1541 BRICKELL AVE #T104 MIA FL 33129 T105 TEDDY RENOLDS 1541 BRICKELL AVE #T105 MIA FL 33129 T106 CLYDE R JR & M G ARNOLD 7004 BUXTON TERR BETHESDA MD 20717 T107 PAUL R STEINFURTH 1541 BRICKELL AVE #T107 MIA FL 33129 T108 ARTURO III & M S DOPAZO 1541 BRICKELL AVE #T108 MIA FL 33129 T109 ROBERT P & J E HATCHER 1541 BRICKELL AVE #T109 MIA FL 33129. FERNANDO GARCIA FIORE T110 1541 BRICKELL AVE #T1 V) MIA FL 33129 T111 OSWALDO J JUGO & B E DIAZ 0 1541 BRICKELL AVE #T111 MIA FL 33129 C-894 THE PALACE CONDO 1541 BWCKELL AVE, MIA FL 33129 26 public. r ;ec i with rin an T112 CATHERINE B ALSOP 1541 BRICKELL AVE #T112 MIA FL 33129 T301 DIANNE M RITA 1541 BRICKELL AVE #7301 MIA FL 33129 A302 MARIO C RODRIGUEZ 1541 BRICKELL AVE#3902 MIA FL 33129 A303 U S PROP INC PAUL LANDY BEILLY & H PA 200 SE 1ST ST #PH MIA FL 33131 A304 DEMETRIO PEREZ 1541 BRICKELL AVE #1606 MIA FL 33129 A305 DEMETRIO PEREZ 1541 BRICKELL AVE #1606 MIA FL 33129 A306 THE PALACE CONDO ASSOC INC BECKER & POLIAKOFF 5201 BLUE LAGOON #100 MIA FL 33126 A307 JHONNY SALOMON 1541 BRICKELL AVE #A307 MIA FL 33129 A308 MARIA & M DOMINGUEZ 1541 BRICKELL AVE #1705 MIA FL 33129 A309 U S PROP INC & PAUL LANDY PA 200 SE 1ST ST#PH MIA FL 33131 e —`— 3 3 • • • C-894 THE PALACE CONDO 1541 BRIO ELL AVE MIA FL 33129 310 311 312 313 314 315 316 320 041 0 27 pub41r.; watfi roGo�(, clerk ADELA & ALBERTO HERRERA 1549 BRICKELL AVE #803 MIA FL 33129 PALACE CONDO ASSOCIATION % BECKER & POLIAKOFF 5201 BLUE LAGOON DR #100 MIA FL 33126 M L ARVANITOPOULOS 1541 BRICKELL AVE #3208 MIA FL 33129 US PROP INC % PAUL LANDY PA 200 BE 1ST ST#PH MIA FL 33131 US PROP INC % PAUL LANDY PA 200 BE 1 ST ST #PH MIA FL 33131 US PROP INC % PAUL LANDY PA 200 BE 1 ST ST #PH MIA FL 33131 US PROP INC % PAUL LANDY PA 200 SE 1ST ST #PH MIA FL 33131 US PROP INC % PAUL LANDY PA 200 BE 1ST ST#PH MIA FL 33131 US PROP INC % PAUL LANDY PA 200 BE 1STST#PH MIA FL 33131 322 US PROP INC % PAUL LANDY PA 200 SE 1 ST ST #PH MIA FL 33131 e t3b0 ,E.� 0 i C-894 THE PALACE CONDO 1541 BRICKELL AVE MIA FL 33129 323 324 325 I 326 327 328 329 330 331 0 332 i 28 SubmItted Into the public record ars E j sl =f° icr► with lte,Tj on Fooman Clerk US PROP INC % PAUL LANDY PA 200 SE 1ST ST #PH MIA FL 33131 THE PALACE CONDO ASSOC % BECKER & POLIAKOFF 5201 BLUE LAGOON #100 MIA FL 33126 WRH RIO PROP INC 100 2ND AVE S #904 . ST PETERSBURG FL 33701 J & ANN TUCKER PO BOX 144366 C GABLES FL 33114 ANGEL A ALVAREZ 1541 BRICKELL AVE #2506 MIA FL 33129 US PROP INC % PAUL LANDY PA 200 SE 1 ST ST #PH MIA FL 33131 US PROP INC % PAUL LANDY PA 200 SE IST ST #P H MIA FL 33131 US PROP INC PAUL LANDY PA 200 SE 15T ST #PH MIA FL 33131 U5 PROP INC % PAUL LANDY PA 200 SE 1ST ST#PH MIA FL 33131 US PROP INC % PAUL LANDY PA 200 SE 18T ST #PH MIA FL 33131 �j • C-894 THE PALACE CONDO 1541 BRICKELL AVE,MIA F 33129 24 C'ubmItted Into the public record In Q;zwl with item on 11-19.-!. Foeman city GIerk 333 US PROP INC % PAUL LANKY PA 200 SE 1 ST ST *PH MIA FL 3331 334 GUILLERMO P RODRIGUEZ 1541 BRICKELL AVE #3104 MIA FL 33129 335 SOUTHERN BAY ENT INC TR 520 BEACOM BLVD MIA FL 33135 336 PROP INC % PAUL LANDY PA 200 SE 1 ST ST #PH MIA FL 33131 337 US PROP INC % PAUL LANDY PA 200 SE 16T ST #PH MIA FL 33131 338 US PROP INC % PAUL LANDY PA 200 SE 1ST ST #PH MIA FL 33131 339 US PROP INC % PAUL LANDY PA 200 SE 1 ST ST #PH MIA FL 33131 340 US PROP INC % PAUL LANDY PA 200 SE 1 ST ST #PH MIA FL 33131 341 US PROP INC % PAUL LANDY PA 200 SE 1 ST ST #PH MIA FL 33131 342 PROP INC % PAUL LANDY PA 200 SE 1 ST ST #PH MIA FL 33131 p _..: 233 i • C-894 THE PALACE CONDO 1541 BRICKELL AVE MIA FL 33129 30 4p..7 �.�1ppS99uPry�9i dyyAt�Gll�-Yy''f..� "�?'�}q Yrt17 ${���Lhh/ i ti'liV i Ild with z•z on �i' ,,aq T �'oejnan 343 US PROP INC % PAUL LANDY PA 200 SE 1 ST ST #PH MIA FL 33131 344 US PROP INC % PAUL LANDY PA 200 SE 1STST#PH MIA FL 33131 345 WRH RIO PROP INC 100 2ND AVE S #904 ST PETERSBURG FL 33701 346 PROP INC % PAUL LANDY PA 200 SE 1 ST ST #PH MIA FL 33131 347 US PROP INC % PAUL LANDY PA 200 SE 1 ST ST #PH MIA FL 33131 348 J & ANN TUCKER TRS PO BOX 144366 C GABLES FL 93114 349 US PROP INC % PAUL LANDY PA 200 SE 1 ST ST #PH MIA FL 33131 350 US PROP INC % PAU L LAN DY PA 200 SE 1 ST ST #PH MIA FL 33131 351 MIRIAM R DE BAEZ 1541 BRICKELL AVE #608 MIA FL 33129 355 THE PALACE CONDO ASSOC % BECKER & POLIAKOFF 5201 BLUE LAGOON #100 MIA FL 33126 • .1, C-894 THE PALACE CONDO 1541 6RICKELL AVE,MIA FL 33129 • 356 357 358 u 0 • 31 piblla record E„ .., :1.. - �� th item z - :�n ori At I I �+ Walter Foeman L Uy Cie.* DALIMIL & E A KYBAL 1541 6RICKELL AVE #2705 MIA FL 33129 HARRY N & ALINA TURK 1541 BRICKELL AVE #1607 MIA FL 33129 US PROP INC % PAUL LANDY PA 200 SE 1 ST ST #PH MIA FL 33131 • C-893 BRICKELL EAST CONDO, 151 SE 15TH RD, MIAMI. FL 33129 BRICKELL EAST CONDO, 151 SE 15TH RD, MIAMI, FL 33129 TRACT A. EAST BRICKELL „TOWER SUB, PB 117-86 (C-893) (66 UNITS) F01-4139-044 D-7101 C-1 0 1901 • publIC recor6 6a a with ItemsPz-y. Gr; vva,4 ,,t t==ooni�rt city Plork iY , CHESAPEAKE SAY INTL INC 151 SE 15TH RD #C-1 MIA FL 33129 DALE & G P MILLER 151 SE 15TH RD #201 MIA FL 33129 ELENA MENDEZ 151 SE 15TH RD #401 MIA FL 33129 OSCAR & J P ALVAREZ 151 SE 15TH RD #601 MIA FL 33129 THREE LAKES ESSEGE CORP 2801 PONCE DE LEON BLVD C GABLES FL 33134 ALICE A MORSE 151 SE 15TH RD #1009 MIA FL 33129 ALFREDO & C GREGOR 151 SE 15TH RD #1201 MIA FL 33129 GASTON MORILLO 151 SE 15TH RD #1501 MIA FL $3129 TURNBRIDGE INV LTD 520 BRICKELL KEY DR #0-305 MIA FL 33131 MICHAEL J PARENTI 111 151 SE 15TH RD #1901 MIA FL 33129 201 401 601 801 1001 1201 1501 17a1 0 1901 • publIC recor6 6a a with ItemsPz-y. Gr; vva,4 ,,t t==ooni�rt city Plork iY , CHESAPEAKE SAY INTL INC 151 SE 15TH RD #C-1 MIA FL 33129 DALE & G P MILLER 151 SE 15TH RD #201 MIA FL 33129 ELENA MENDEZ 151 SE 15TH RD #401 MIA FL 33129 OSCAR & J P ALVAREZ 151 SE 15TH RD #601 MIA FL 33129 THREE LAKES ESSEGE CORP 2801 PONCE DE LEON BLVD C GABLES FL 33134 ALICE A MORSE 151 SE 15TH RD #1009 MIA FL 33129 ALFREDO & C GREGOR 151 SE 15TH RD #1201 MIA FL 33129 GASTON MORILLO 151 SE 15TH RD #1501 MIA FL $3129 TURNBRIDGE INV LTD 520 BRICKELL KEY DR #0-305 MIA FL 33131 MICHAEL J PARENTI 111 151 SE 15TH RD #1901 MIA FL 33129 C-893 BRICKELL EAST CONDO 151 SE 15TH RD MIAMI, FL 33129 2 with rocord in Item z• Y c;� .�Il�-i-�r--'�u�, ` G : ;,IAn os'yd'�ik s: 2101 CHESAPEAKE BAY INTL INC 151 SE 15TH RD #2101 MIA FL 33129 2301 TORBA HOLDINGS INC 151 SE 15TH RD#2301 MIA FL 33129 2501 DEL RAY CORP 151 SE 15TH RD *2501 MIA FL 33129 2701 NO PHILLIP & DRD #27I 951 SE 15T RD #27011 MIA FL 331129 202 JOSE F & HILDA MENDEZ 151 SE 15TH RD #202 WA FL 33129 402 CARMEN B LLANO 151 SE 15TH RD #402 MIA FL 33129 602 FRANCIS J NOVITSKI 151 SE 15TH RD #602 MIA FL 33129 B02 BRUNO LEONI CLAUDIA GIOVANNI 151 SE 15TH RD #802 MIA FL 33129 9002 ALICE A MORSE 151 SE 15TH RD #1002 MIA FL 33129 1202 HAPPY HARBOR LTD % COMPAGNIE BANCAIRE GEN 701 BRICKELL AVE #1740 MIA FL 33131 S L` w t • C-893 BRICKELL EAST CONDO 151 SE 15TH RD MIAMI FL 33129 3 Public record ifi •:; jji with Iters f-7--37. on ..-1_ki S -o1 City Clark 1502 EDEN POINT LTD 151 SE 15TH RD 01502 MIA FL 33129 1702 RONCAGUA DEL PACIFICA SA 151 SE 15TH RD #1702 MIA FL 33129 1902 ELSIE PUDDY 151 SE 15TH RD #1902 MIA FL 33129 2102 S R 151 5EE 15TH 16TH RD #2102 151 MIA FL 33129 2302 DENNIS & S HOLLANDER 151 SE 15TH RD #2302 MIA FL 33129 2502 DELRAY CORP % JOSE M CARNEIRO DA CUNH 1200 BRICKELL AVE #900 MIA FL 33131 2702 ALI MANHALLATI 151 SE 15TH RD #2702 ' MIA FL 33129 243 PHILIP S & J F NEWMARK 151 SE 15TH RD #203 MIA FL 33129 403 JEANNIE M ETTER 151 SE 15TH RD #403 MIA FL 33129 803 PRIME PROP INV INC 520 BRICKELL KEY DR #0.305 MIA FL 33131 3 • • C-893 BRICKELL EAST CONDO, 151 SE 15TH RD, MIAMI, FL 33129 803 1003 1203 1503 1703 1903 2103 2303 2503 2703 • 4 �t.)P1 item with Clerk r TOMAS & S NEUFELD 151 SE 15TH RD #803 MIA FL 33129 IRWIN S MORSE 151 SE 15TH RD #1003 MIA FL 33129 CHICKASAW CORP 151 SE 15TH RD #1203 MIA FL 33129 EDEN POINT LTD % JOSE M CARNEIRO DA CHUN 1200 BRICKELL AVE #900 MIA FL 33131 SEAGREEN HOLDINGS INC 151 SE 15TH RD#1703 MIA FL 33129 ACQUA INATL CORP 151 SE 15TH RD #1903 MIA FL 33129 JORGE L & J LATORRE 151 SE 15TH RD #2103 MIA FL 33129 GULLAH DEV S A 151 SE 15TH RD #2303 MIA FL 33129 DELRAY CORP 151 SE 15TH RD #2503 MIA FL 33129 RICHARD & RUTH SHACK 151 SE 15TH RD #2703 MIA FL 33129 { 91 C-893 BRICKELL EAST CONDO, 151 SE 1 6TH RD, MIAMI, FL 33129 301 501 901 1401 1601 1801 2001 2201 1 0 2401 0 5 "i. a t?c a �"OClj Ord iia GGJ,rJ, rry `rO ��rbf1 item � with . per')J' .A-Ir-ol Vv i-��c.rri�rl JOSEPH & ELISA FRISZ rV Clerk 151 SE 15TH RD #301 MIA FL 33129 SUDAFEDINC % NORTHERN TRUST BK OF FL PO BOX 010750 MIA FL 33101 HASKELL CORP % CERVERA REAL EST INC 151 SE 15TH RD #901 MIA FL 33129 EUROPER SA 151 SE 15TH RD #1101 MIA FL 33129 WILLIAM E & E I DAVIS 151 SE iSTH RD #1401 MIA FL 33129 BRIMEN INC 6241 ALEXANDER DR ST LOUIS MO 63105 MARIO & G A FORTIN[ 151 SE 15TH RD #1801 MIA FL 33129 EDEN POINT LTD 151 SE 15TH RD #2001 MIA FL 33129 G E & P B LEVERONI 151 SE 15TH RD #2201 MIA FL 33129 JOSE A & R M GELABERT 151 SE 15TH RD #2401 MIA FL 33129 0 C-893 BRICKELL EAST CONDO, 151 SE 15TH RD, MIAMI, FL 33129 6 i t! ra pLli}iIG .`JYl with iter z~�.`.dt'',i( Cifi'3l1c1i1 C;j rt,/ Clerk 2601 MILDRED KRONFLE 151 SE 15TH RD #2601 MIA FL 33129 2801 RICHARD A & RUTH SHACK 151 SE 15TH RD #2801 MIA FL 33129 302 MARY D VALDES 151 SE 15TH RD 9302 MIA FL 33129 542 MARIE & G PIACENZA RD 151 SE 15TH RD #542 MIA FL 33129 701 & 702 LESLIE J & S MCROSITE 151 SE 15TH RD #702 MIA FL 33129 902 CARLOS DE LA GUERRA % CERVERA REAL EST 151 SE 15TH RD #902 MIA FL 33129 1102 WANDA BEE 151 SE 15TH RD #1102 " MIA FL 33129 1402 HERNANDO GOMEZ 151 SE 15TH RD #1402 MIA FL 33129 1602 SILVER STAR INTL INV CORP %AMERICAN SUPPLY 280 SW 8TH ST MIA FL 33130 1802 NEIL J WIN 151 5E 15TH 15TH RD #1802 MIA FL 33129 0 C-893 BRICKELL EAST CONDO 151 SE 15TH RD MIAMI. FL 33129 • 2002 2202 2402 0 vecard Swith item on �pc r Foomarr city Glerk EDEN POINT LTD 151 SE 15TH RD #2002 MIA FL 33129 AUDREY B DELLAMAN & RUTH BOROK 151 SE 15TH RD 02202 MIA FL 33929 NELLY C FERNANDEZ 151 SE 15TH RD #2402 MIA FL 33129 2602 GRANT J SH RD AN #2 151 SE 15TH RD #2602 MIA FL 33129 2802 L ---j RICHARD A & RUTH SHACK 151 SE 15TH RD #28D2 MIA FL 33129 COSTA BELLA CONDO 1450 BRICKELL BAY DR MIAMI FL 33131 TRACT A COSTA BELLA SUB. PB 107-14 (C-143) (231 UNITS) F01-4139-026" D-7101 KIll'. 302 303 0 304 305 306 307 308 309 is 310 0 I publ'iic >Y CO ria item I:oeman city clerk KATSUAKI & R KAMEI 1450 BRICKELL BAY DR # 301 MIAMI FL 33131 ZAMERUINV 1450 BRICKELL BAY DR # 302 MIAMI FL 33131 ZULEMA GARRAFFO 1450 BRICKELL SAY DR # 303 MIAMI FL 33131 KATHELEEN S WAINIO 1450 BRICKELL BAY DR # 304 MIAMI FL 33131 ROLANDOINCERA GEORGE RIVERO 1450 BRICKELL BAY DR # 306 MIAMI FL 33131 GIOVANNI & C LOMBARDI 4 AVE DES LIGURES FONTVIEILLE MC 98000 MONACO JEAN F COLALRT 1450 BRICKELL BAY DR # 307 MIAMI FL 33131 ALAJUELA PROPIEDADES 1450 BRICKELL BAY DR # 308 MIAMI FL 33131 3617 FURLY INV % CPA #37-212 444 N WABASH AVE CHICAGO IL 60611 MARIA C DE LOOR P 0 BOX CAS ILLA 4368 GUAYAQUIL ECUADOR 99999 • COSTA BELLA CONDO 1.450 BRICKELL BAY DR MIA FL 33131 C-143 311 312 314 0 315 401 402 403 404 405 0 406 0 a publllc recOr Sdu ,,.. :::y vilth Item LZ'� . ��. ...J 7.TT'll- r�P�� �lerl's DANIEL A BENITO 1450 BRICKELL BAY DR 4311 MIAMI FL 33131 P DE VALENTIN & L V Y MORA PO BOX 013328 MIA FL 33101 CAROL J WHITE 1450 BRICKELL BAY DR # 314 MIAMI FL 33131 INOVA A DOMINGUEZ 1450 BRICKELL BAY DR # 315 MIAMI FL 33131 ANVAL INV LTD 1450 BRICKELL BAY DR #401 MIAMI FL 33131 JORE J & A PAGAN] 1450 BRICKELL BAY DR # 402 MIAMI FL 33131 AGUSTIN & E JIMENEZ 1450 BRICKELL BAY DR # 4C3 MIAMI FL 33131 ALEXANDRA GARCES 1450 BRICKELL BAY DR # 404 MIAMI FL 33131 YUNDA CORP % J POZO 2801 SW 3 AVE MIAMI FL 33129 J ESTEVA & J MIRANDA 1450 BRICKELL BAY DR # 406 MIAMI FL 33131 • • i COSTA BELLA CONDO 1450 BRICKELL BAY DR MIA FL 33131 C-143 407 408 409 410 411 412 414 415 bffll 502 CC 3 publ9C rcorc�it, itern CIA( RUTH R ELSASSER 1450 BRICKELL BAY DR # 407 MIAMI FL 33131 PENOTTA INMOBILARIA 2801 SW 3 AVE MIAMI FL 33129 D CORSATO & L FORONI 1450 BRICKELL BAY DR # 409 MIAMI FL 33131 SILVIA TCHERASSI 1450 BRICKELL BAY DR #410 MIA FL 33131 JUAN A & M KOSMAS 1450 BRICKELL BAY OR # 411 MIAMI FL 33131 FRANCISCO & P A BANDRES 1450 BRICKELL BAY OR #412 MIA FL 33131 ELDA GARCIA 1149 SW 27 AVE # 203 MIAMI FL 33135 MELANIA DE ESCOBAR 1450 BRICKELL BAY DR # 415 MIAMI FL 33131 GEDALIO & S GRINBERG 1450 BRICKELL BAY DR # 501 MIAMI FL 33131 GEDALIO & S GRINBERG 1450 BRICKELL BAY DR # 502 MIAMI FL 33131 +W f"1 b i _ l ,I • • COSTA BELLA CONDO 1450 BRICKELL BAY DR MIA FL 33131 C-143 503 504 505 I 0 506 507 508 509 510 61E 0 512 4 Publia record in cor. o EfBP?1 J .. if. g .Man i, GUY Cleric MARIA A ALVAREZ 1450 BRICKELL BAY DR # 503 MIAMI FL 33131 FEDERICO MORA 1450 BRICKELL SAY DR # 504 MIAMI FL 33131 MIGUEL VIOLET & R JAFFE 1450 BRICKELL BAY DR #505 MIAMI FL 33131 VIVIAN M GUARCH 1450 BRICKELL BAY OR # 506 MIAMI FL 33131 FRANCINE M NAJAME 1450 BRICKELL BAY OR # 507 MIA FL 33131 LEONARDO D & S M PALOMINO 1450 BRICKELL BAY DR # 508 MIAMI FL 33131 ANALIA R LUCERO 1450 BRICKELL BAY DR # 509 MIAMI FL 33131 JOSE L & M V LARRANAGA 1450 BRICKELL BAY DR #610 MIAMI FL 33131 DYER COMPANY LTD 1450 BRICKELL BAY DR #511 MIA FL 33131 MARIA PAREDES 1450 BRICKELL BAY DR # 512 MIAMI FL 33131 '4 .`33 • 5 roc°rd i � '�' � IfQ%ij Pub/to ., err with "` S-61 Wc.} COSTA BELLA CONDO 1450 BRICKELL BAY DR MIA FL 33131 cF Clerk C-143 514 HUGO VALDES 1450 BRICKELL BAY DR # 514 MIAMI FL 33131 615 CUTLASS INV S A % BARNETT BK INTL DPT 1450 BRICKELL BAY DR # 515 MIAMI FL 33131 601 STACEY ENT INC 1450 BRICKELL BAY DR #601 MIAMI FL 33131 602 VINCENT & L FLYN BA 1450 BRICKELL HAY DR # 602 MIAMI FL 33131 603 C & ARTURO MOTTA % UNION BK SAGA MIA AGY 1000 BRICKELL AVE #1100 MIAMI FL 33131 604 JOHN Y & S H CHALAKANI 1450 BRICKELL BAY DR # 504 MIAMI FL 33131 605 ENRIQUE & 1 BOLONA 201 SEVILLA AVE # 302 C GABLES FL 33134 606 LISA MAE MASTELLARI 1450 BRICKELL BAY DR # 606 MIAMI FL 33131 607 L & M DE WIND 1450 BRICKELL BAY DR # 607 MIAMI FL 33131 608 .LOSE RABASCALL 1450 BRICKELL BAY DR # 608 MIAMI FL 33131 An • 6 record fr�`f Public Item .�Z, on COSTA BELLA CONDO 1450 BRICKELL BAY DR MIA FL 33131fi='.z6=1� .��a C-143 Man Clerk 609 ASSAR BOHMAN 1450 BRICKELL BAY DR #609 MIAMI FL 33131 610 ATALLA II INC 1450 BRICKELL BAY DR #610 MIAMI FL 33131 611 ISRAEL & ISA B SCHLEIF 1450 BRICKELL SAY DR #611 MIAMI FL 33131 612 KENNETH & K A LANE 1450 BRICKELL BAY DR #612 MIAMI FL 33131 614 ELIZABETH B WHITE 1450 BRICKELL BAY DR #614 MIAMI FL 33131 615 DAVID K S SMITH 1450 BRICKELL BAY OR #615 MIA FL 33131 701 WOODRUFF HOLDINGS LTD 501 BRICKELL KEY DR #602 MIA FL 33131 902 ANA KASSAB 1450 BRICKELL BAY DR #702 MIAMI FL 33131 703 BERTHA AYALA 1450 BRICKELL BAY DR #703 MIAMI FL 33131 0 704 MILTON SASLAVSKY % MR & MRS OSCAR SOICHER 9301 SW 93 AVE MIAMI FL 33176 • 0 COSTA BELLA CONDO 1450 BRICKELL BAY DR MIA FL 33131 C-143 705 706 707 708 709 710 711 712 714 0 715 C 7 o f di lnoLn nv item a,. GABRIEL DE ALBA 1450 BRICKELL BAY DR #705 MIA FL 33131 DITTERFIELD INV NV % MENDIVE & GONZALEZ 250 CATALONIA AVE #705 C GABLES FL 33134 MIRELLA E DE VASQUEZ 1450 BRICKELL BAY DR #707 MIAMI FL 33131 KAREN E BLACK 1450 BRICKELL BAY DR #708 MIAMI FL 33131 FRANCISCO J CEBALLOS 1450 BRICKELL BAY DR #709 MIAMI FL 33131 BERNARDO & L G VASCONEZ 1450 BRICKELL BAY DR #710 MIA FL 33131 ILEANA CASANOVA 1450 BRICKELL BAY DR #711 MIAMI FL 33131 FRANCO ASUNTO PAPAGNO MONTECARLO 4B AV MONTECACLO BELLO MONTE CARACAS VENEZUELA 9999 MARK E & CARMEN P REILLY 1450 BRICKELL BAY DR #714 MIAMI FL 33131 LEONARDO & S PALOMINO 1450 BRICKELL BAY DR #715 MIAMI FL 33131 i 0 • COSTA BELLA CONDO 1450 BRICKELL BAY DR MIA FL 33131 C-143 801 802 803 I 0 804 805 806 807 808 809 0 810 C� B 4 u .a isth recordla+ item -W Mil -. �u la— ,` ,1' ,)a1'ilan Ciiy Clerk EMILIA MARTINEZ 1450 BRICKELL BAY DR #801 MIAMI FL 33131 GEORGIA TEIXERIA 1450 BRICKELL BAY DR #802 MIA FL 33131 FINVESA S A 1450 BRICKELL BAY DR #803 MIAMI FL 33131 WOLFSDORF FAM LTD PTRSHP, THE 5825 SW 119TH ST C GABLES FL 33156 CARLOS AI_LOCCO 1450 BRICKELL BAY DR #805 MIA FL 33131 ENZO DE BENEDETTI BIRTEJORGENSEN % ANALAR INTL 7800 SW 57TH AVE #2198 SO MIA FL 33143 JSOE & WINNIE SANCHEZ 1450 BRICKELL BAY DR #807 MIAMI FL 33131 ALFONZO E & S RODRIGUEZ A RGUEZ-SCHWARTZ & T R DE DAMAS 10730 SW 102 AVE MIAMI FL 33176 JONAS A & V L MORIOKA % SONIA COL 14 EAST 60 ST NEW YORK NY 10022 HECHIZADA CORP % CARMEN G AMADOR 780 NW LEJEUNE RD #423 MIA FL 33126 3 G • COSTA BELLA CONDO 1450 BRICKELL SAY DR MIAMI FL 33131 C-143 811 812 814 0 815 901 902 903 904 905 I 0 906 0 9 record in with item'Ps - 2- On .F i t city Clark ISRAEL SCHLEIF 1450 BRICKELL BAY DR #811 MIAMI FL 33131 YOLANDA SERRANO 1450 BRICKELL BAY DR #812 MIA FL 33131 JAIME & S GAVIRIA 1450 BRICKELL BAY DR #814 MIAMI FL 33131 DARIUS & M MORGAN 1450 BRICKELL BAY DR #1315 MIAMI FL 33131 VICTOR & C MASPONS 1450 BRICKELL BAY DR #901 MIAMI FL 33131 VICTOR & C MASPONS 1450 BRICKELL BAY DR #902 MIAMI FL 33131 CARMEN H DIAZ-GRANADOS 1450 BRICKELL BAY DR #903 MIAMI FL 33131 VICTOR & C MASPONS '3450 BRICKELL BAY DR #904 MIAMI FL 33131 MARIA L DE MENDEZ 1450 BRICKELL BAY DR #905 MIAMI FL 33131 D I BRITO & A L RIVERO 1450 BRICKELL BAY DR #906 MIAMI FL 33131 �3 to public `�-•� eft .. to t Clerk COSTA BELLA CONDO 1450 BRICKELL BAY DR MIA FL 33131 C-143 907 VICTOR J & C MASPONS 1450 BRICKELL BAY DR #907 MIAMI FL 33131 908 VICTOR J & C MASPONS 1450 BRICKELL BAY DR #90B MIAMI FL 33131 909 HUGO A MISLE 1450 BRICKELL BAY DR #909 MIAMI FL 33131 910 YL MAU1450 HAKELL BRIO B 1450 BRICKELL BAY DR #910 MIAMI FL 33131 911 SALOREY CORP 128 W MASHTA OR KEY BISC FL 33149 912 MANUEL M PEREZ 1450 BRICKELL BAY OR #912 MIAMI FL 33131 914 MICHAEL J SUAREZ 1450 BRICKELL BAY DR #914 MIAMI FL 33131 915 ROBERTO & C QUINONEZ 1450 BRICKELL BAY DR #915 MIAMI FL 33131 1001 ANDINA ELECTROMECANICA SA 1450 BRICKELL BAY DR #1001 MIAMI FL 33131 1002 SEAN M OTOOLE 1450 BRICKELL BAY DR #1002 MIAMI FL 33131 0 COSTA BELLA CONDO 1450 BRICKELL BAY DR MIA FL 33131 C-143 10 Submitted into thO public with record in item �VYAi�.V� Foot an city Clerk, JOSE RENATO & J E MORAN 2376 SW 124 LN MIAMI FL 33175 JOSE AA & C M DE MELD % BANCO REAL S A 2 SO RISC BLVD #1870 MIA FL 33131 EDUARDO & M J SEMINARIO % ANALARINTL 7800 SW 57TH AVE #219B MIAMI FL 33143 CARIBBEAN RESOURCES INV LTD 1450 BRICKELL BAY DR #1006 MIAMI FL 33131 ANTONIO PEREZ 1450 BRICKELL BAY DR #1007 MIAMI FL 33131 SIMONE PALMA LIMA 868 SAVANNAH FALLS DR WESTON FL 33327 1010 1003 1004 1005 1006 1011 1007 1009 10 Submitted into thO public with record in item �VYAi�.V� Foot an city Clerk, JOSE RENATO & J E MORAN 2376 SW 124 LN MIAMI FL 33175 JOSE AA & C M DE MELD % BANCO REAL S A 2 SO RISC BLVD #1870 MIA FL 33131 EDUARDO & M J SEMINARIO % ANALARINTL 7800 SW 57TH AVE #219B MIAMI FL 33143 CARIBBEAN RESOURCES INV LTD 1450 BRICKELL BAY DR #1006 MIAMI FL 33131 ANTONIO PEREZ 1450 BRICKELL BAY DR #1007 MIAMI FL 33131 SIMONE PALMA LIMA 868 SAVANNAH FALLS DR WESTON FL 33327 1010 ALFONSO E RODRIGUEZ 1450 BRICKELL BAY DR #1010 MIAMI FL 33431 1011 ROGER A & M RIVERA 1450 BRiCKELL SAY DR #1011 MIAMI FL 33131 1012 CARLOS & S CHAW 1450 BRICKELL BAY DR #1012 MIAMI FL 33131 1014 ESTHER BERTEMATI 1450 BRICKELL BAY DR #1014 MIAMI FL 33131 C7 • COSTA BELLA CONDO 1450 BRICKELL BAY DR MIA FL 33131 C-143 0 1110 • U record � .I With item pn �' !,,.!!'al. city Clerk MAURICIO & L SALEM 1450 BRICKELL BAY DR #1015 MIAMI FL 33131 ANDRES A CAMPILLO 4510 DULCINEA CT WOODLAND HILLS CA 91364 GEORGE O SARIEGO 1627 BRICKELL AVE #2906 MIA FL 33129 ALFREDO & GINA FRAGA 1450 BRICKELL BAY DR #1103 MIA FL 33131 A V SOLAR INC 1450 BRICKELL BAY DR #1104 MIAMI FL 33131 MARTHA E B DE LOMBARDI J CARLOS & M E LOMBARDI $01 BRICKELL AV % BCO ATLANTIC MIAMI FL 33131 BEATRIZ CARMONA 1450 BRICKELL BAY DR # 1106 MIA FL 33131 MARCO & L BERRIOS 1450 BRICKELL BAY DR #1107 MIA FL 33131 SABINA MOCK 1450 BRICKELL BAY DR #1109 MIA FL 33131 GLORIA RAMIEREZ 1450 BRICKELL BAY DR # 1110 MIAMI FL 33131 1015 1101 1102 1103 1104 1105 1106 1107 1109 0 1110 • U record � .I With item pn �' !,,.!!'al. city Clerk MAURICIO & L SALEM 1450 BRICKELL BAY DR #1015 MIAMI FL 33131 ANDRES A CAMPILLO 4510 DULCINEA CT WOODLAND HILLS CA 91364 GEORGE O SARIEGO 1627 BRICKELL AVE #2906 MIA FL 33129 ALFREDO & GINA FRAGA 1450 BRICKELL BAY DR #1103 MIA FL 33131 A V SOLAR INC 1450 BRICKELL BAY DR #1104 MIAMI FL 33131 MARTHA E B DE LOMBARDI J CARLOS & M E LOMBARDI $01 BRICKELL AV % BCO ATLANTIC MIAMI FL 33131 BEATRIZ CARMONA 1450 BRICKELL BAY DR # 1106 MIA FL 33131 MARCO & L BERRIOS 1450 BRICKELL BAY DR #1107 MIA FL 33131 SABINA MOCK 1450 BRICKELL BAY DR #1109 MIA FL 33131 GLORIA RAMIEREZ 1450 BRICKELL BAY DR # 1110 MIAMI FL 33131 • 10 f� COSTA BELLA CONDO 1450 BRICKELL BAY DR MIA FL 33131 C-143 1112 1114 1115 1201 1202 • 13 sub yi?e With CEC©Y'fj in GO�t�i��.�yl ovi + item ¢ v ast �a clod( RICARDO M MONCHIETTI 1450 13RICKELL BAY DR #1111 MIAMI FL 33131 M C OE & E CARRIZALES 1450 BRICKELL BAY DR # 1112 MIAMI FL 33131 MERCEDES PELLEYA-KOURI 1450 BRICKELL BAY DR # 1114 MIAMI FL 33131 JOSE M ALAVAREZ 1450 BRICKELL BAY DR #1116 MIAMI FL 33931 CARLOS COELLO & MARGARITA M COELLO TR 1450 BRICKELL BAY DR # 120'1 MIAMI FL 33131 HELMUT M & M R DIEHL 110 ALLYNS PL MARATHON FL 33050 . — t 933 1203 BERNICE SCHWARTZ 1450 BRICKELL BAY DR ' # 1203 MIAMI FL 33131 1204 MARIA DEL R MORCILLO 1450 BRICKELL BAY OR #9204 MIA FL 33131 1205 LAURA B CASAS 1450 BRICKELL BAY DR # 1205 MIAMI FL 33131 1206 KAREN LAWRENCE 1450 BRICKELL BAY DR # 1206 MIAMI FL 33131 . — t 933 Is • COSTA BELLA CONDO 1450 BRICKELL HAY DR MIAMI FL 33131 C-143 1207 1209 1210 1211 1214 1215 1401 1402 1403 • 14 ,t put7i C record iri cul„'I"'c'rie � withitem m an ELDA GARCIA VILLANUEVA 1450 BRICKELL BAY DR # 1207 MIAMI FL 33131 ENRIQUE PALAZIO & VALERIA & CARLA 1450 BRICKELL BAY DR # 1209 MIAMI FL 33131 RAUL GUTIERREZ 1450 BRICKELL BAY DR # 1210 MIAMI FL 33131 MARIANA CARABANTE8 1450 BRICKELL BAY OR #1211 MIA FL 33131 BRENDA L EARL 1450 BRICKELL BAY DR # 1212 MIAMI FL 33131 CARLOS & C R UGALDE 15476 NW 77TH CT #407 HIA FL 33016 FINANCI ERA IMPORT & EXPORT 501 BRICKELL KEY DR #402 MIAMI FL 33131 GOLDEN DOOR 1450 BRICKELL BAY DR #1401 MIAW FL 33131 JULIET HANANIAN 1450 BRICKELL BAY DR #1402 MIAMI FL 33131 KARINA J & H J DIEHL 1450 BRICKELL BAY DR # 1403 MIA FL 33131 15 Submitted sn''Io tho pubifp roccrcd 9n (x)nflom-ltsort WHY itC:"m Par.. Onat- COSTA BELLA CONDO 1450 BRICKELL BAY DR MIA FL 33131 fi_i r:. • _ Y'i�can C-143 :- 1prk 1404 SANTIAGO & M PEREZ 1450 BRICKELL BAY DR #1404 MIAMI FL 33131 1405 MARC ELI NO H & C HERES 1450 BRICKELL BAY DR #1405 MIAMI FL 33131 1406 BRETTON TRADING LTD GARY NELSON 1401 BRICKELL AVE 0300 MIA FL 33131 1407 MGMT MAR2588 S 27 HAV 2568 SW 27TH AVE MIA FL 33133 1409 EDUARDO E ARIZ 1450 BRICKELL BAY DR # 1409 MIA FL 33131 1410 R & M RODRIGUEZ 1450 BRICKELL BAY DR #1410 MIAMI FL 33131 1411 JOSE C & SILVIA ROMAN P O BOX 252 CUENCA ECUADOR 99999 1412 GRISELDA GUERRA 1450 BRICKELL BAY DR #1412 MIAMI FL 33131 1414 GLORIA L ARIAS PO BOX 14408 CARACAS (1011) VENEZUELA S A RAPALLO VALDES-FAULT SA 1415 % RAUL E 2 S RISC BLVD # 3400 MIA FL 33131 3 1C 10 COSTA BELLA CONDO, 1450 BRICKELL BAY DR, MIAMI FL 33131 C-143 1501 1502 1503 1504 1505 1508 1507 1509 1510 • 16 recomi iv,l with item Fooman Giiy3 Civ EMILIO & M METTLER %AMERICAN EXPRESS BK INTL 1221 BRICKELL AVE MIA FL 33131 M DE LOURDES DA SILVA REIS 1450 BRICKELL BAY DR #1502 MIAMI FL 33131 NETO M G & S RODRIGUES 1450 BRICKELL BAY DR #1503 MIAMI FL 33131 LOURDES SANTIUSTE 1450 BRICKELL BAY DR #1504 MIAMI FL 33131 MARLENE GARCIA 1450 BRICKELL BAY DR #1505 MIAMI FL 33131 WALTER T NUNES % RURAL INTL 200 S BS1C BLVD #3750 MIA FL 33131 LIANE M MARTINEZ 1450 BRICKELL BAY DR # 1507 MIA FL 33131 GERALDO & L T MARQUES 1450 BRICKELL BAY DR #1509 MIA FL 33131 GALVIS TRUST 1450 BRICKELL BAY DR #1510 MIAMI FL 33131 SEMIMART INV NV PO BOX 1105 MIA FL 33258 1 �poil11 • • I * f� COSTA BELLA CONDO, 1450 BRICKELL BAY DR, MIAMI FL 33131 • 17 1512 DANIELA S BITRAN 1450 BRICKELL BAY DR #1512 MIAMI FL 33131 1514 CYNTHIA FERRIS -MARINO 1450 BRICKELL BAY DR #1514 MIAMI FL 33131 1515 CARMEN VETENCOURT 1450 BRICKALL BAY DR #1515 MIA FL 33131 1601 WHITE MARE LTD % JULIO MANGUART 1428 BRICKELL AVE MIA FL 33131 1602 ESTRELLA GUTIERREZ 1450 BRICKELL BAY DR #1602 MIAMI FL 33131 1503 ESTREELA GUTIERREZ 1450 BRICKELL BAY DR #1602 MIAMI FL 33131 1604 CORNELIA LINGERTAT 1450 BRICKELL BAY DR #1604 MIAMI FL 33131 1605 MIRENE RIOS 1460 BRICKELL BAY DR #1605 MIAMI FL 33131 1606 EMI LI0 & ODETTE KRONFLE 1450 BRICKELL BAY DR #1606 MIAMI FL 33131 1607 SILVIA L PEDRAZA 1450 BRICKELL SAY DR #1607 MIAMI FL 33131 I * • COSTA BELLA CONDO, 1450 BRICKELL SAY DR, MIA FL 33131 C-143 1609 1610 1611 1612 1614 1615 1701 1702 1703 JOHN V MOREL 1460 BRICKELL BAY DR #1609 MIA FL 33131 ARMANDO L VALCARCE 1450 BRICKELL BAY DR #1610 MIAMI FL 33131 INTER FINANCE ACTIVITIES SA 1450 BRICKELL BAY DR #1611 MIAMI FL 33131 ALFONSO E RDZ-CORONIL E GONZ-AGREDA 1450 BRICKELL BAY DR #1612 MIA FL 33131 KING MOUNTAIN LTD % MARIA A LARDIZABAL 12123 SW 131 ST AVE MIA FL 33186 MARTHA CRUZ 1450 BRICKELL BAY DR #1615 MIA FL 33131 LUANA PAGANI 621 HARBOR DR KEY SISC FL 33149 LILLIAN S DE BANUS 1450 BRICKELL BAY DR #1702 MIAMI FL 33131 DHIR INV FLA INC 815 NW 57 AVE MIAMI FL 33131 1704 CARLOS CASTELLANOS 1450 BRICKELL BAY DR #1704 MIAMI FL 33131 1s publlc with 14 Pub" re otid irl with it.mn ZZ'?' or, .-.JI-1� Foonlan COSTA BELLA CONDO., 1450 BRICKELL SAY DR, MIAMI FL 33131 "j'J Clark C-143 1705 ART HOLDINGS LTD 1450 BRICKELL BAY DR #1705 % MORA PARRA MIAMI FL 33131 1706 GRACIELA M DE PROANO 1450 BRICKELL BAY DR #1706 MIAMI FL 33131 1707 RAMON P HARDY % ARACELICREMATA 1440 S BAYSHORE#402 MIA FL 33131 1709 OSCAR & H BUSTILLO 115 S PROSPECT DR C GABLES FL 33133 1710 GRUPO FOURNIER SA 1450 BRICKELL BAY DR #1710 MIAMI FL 33131 1711 JOSE E PANIAGUA 1450 BRICKELL. BAY DR #1711 MIAMI FL 33131 1712 ANIMADA INC 1450 BRICKELL BAY OR #1712 MIAMI FL 33131 1714 LUZ M GOMEZ 1450 BRICKELL BAY DR #1714 MIA FL 33131 1715 SELIM J DOUMET 1450 BRICKELL BAY DR #1715 MIAMI FL 33131 1801 RAMON J & G M CAMPO 1450 BRICKELL BAY DR #1801 MIAMI FL 33`131 • COSTA BELLA CONDO, 1450 BRICKELL BAY DR, MIAMI FL 33131 C-143 1802 1803 1804 I 1805 1806 1807 1809 1810 1811 1812 1 33 • 20 publid P0'i Ord lit ,- <.')n with items z=ooman City Clerk MONROE & SPATZ GELB 1450 BRICKELL BAY DR #1802 MIAMI FL 33131 JULIO DE QUESADA 1450 BRICKELL BAY DR #1603 MIAMI FL 33131 SAGUMI TRADING CO SA 1450 BRICKELL AVE #1804 MIA FL 33131 SAGUMI TRADING CC SA 1450 BRICKELL AVE #1805 MIA FL 33131 SAGUMI TRADING 1450 BRICKELL BAY DR #1805 MIAMI FL 33131 SILVIA L GARZOLI DANIEL H SANCHEZ 1450 BRICKELL BAY DR #1807 MIA FL 33131 ENZO DE BENEDETTI & B JORGENSEN %ANALAR INTL REALTY CO 7800 SW 57TH AVE #21913 SO MIA FL 33143 CAPE TOWN RESOURCES LTD % SLOSBERGAS & FDZ 501 BRICKELL KEY DR #400 MIA FL 33131 HENRY G ❑ORIOL 1450 BRICKELL BAY DR #1811 MIAMI FL 33131 MERCEDES HERRERA 1450 BRICKELL BAY DR #11812 MIAMI FL 33131 • • I * u COSTA SELLA CONDO, 1450 BRICKELL BAY DR, MIAMI FL 33131 C-143 111V 1815 1901 1902 1903 1904 • 21 ubmlttea Into the publlc MOM in connection with JOAQUIN PEREZ 1450 BRICKELL BAY DR #1814 MIAMI FL 33131 JAMES E & M T CURRIER 1450 BRICKELL BAY DR #1815 MIA FL 33131 CARLOS U & C R U VAZQUEZ 1450 BRICKELL BAY DR #1901 MIA FL 33131 GREGORY P CELENTANO 1450 BRICKELL BAY DR # 1902 MIA FL 33131 OSCAR A & N MAGNANO 1450 BRICKELL BAY DR #1903 MIA FL 33131 JACK DELASTER 2 GROVE ISLE BLVD #902 MIA FL 33131 1905 AURORA ARES 1450 BRICKELL SAY DR " #1905 MIA FL 33131 1906 PER SOPP % A LOPARDO 1450 BRICKELL BAY DR #1906 MIA FL 33131 1907 STARSHINE INC 1450 BRICKELL SAY DR #1907 MIA FL 33131 1909 MANUEL M & F PERALTA PO SOX 2775 SAN JOSE COSTA RICA 1000 `rl( L-1 10 • • COSTA BELLA CONDO., 1450 BRICKELL BAY DR, MIA FL 33131 C-143 1910 1911 1912 1914 1915 2001 2002 2003 2004 2005 • 22 Sui: mIlte , Ls=,, Vno publlo record irj c omwi llon with item Z• _ on—11:1CkL walt,o,r Roman City Clerk CARLOS O ANDARSIO 1450 BRICKELL SAY DR #1910 MIA FL 33131 AGUSTIN F GRANDA 1450 BRICKELL BAY DR #1911 MIA FL 33131 DILASA INVERSIONES SA 444 BRICKELL AVE MIA FL 33131 MARCEL GIOVANAZI LOS PALOS GRANDE EDF ALEHI PH3B CARACAS VENEZUELA GREAT SUNFLOWER CORP % JUAN A JIMENEZ 7838 CORAL WAY MIA FL 33155 PHILIP J SCUTIERI JR JACQUELINE M SIMMONS 1450 BRICKELL BAY DR #2001 MIA FL 33131 ITALO U ALBANESE 1450 BRICKELL BAY DR #2002 MIA FL 33131 JOAQUIN PEREZ 1450 BRICKELL BAY OR #2003 MIA FL 33131 MELANIE A ELDER 1450 BRICKELL BAY DR #2004 MIA FL 33131 JUAN J & TERESA PONS 1450 BRICKELL BAY DR #2005 MIA FL 33131 • 0 COSTA BELLA CONDO., 1450 BRICKELL SAY DR, MIA FL 33131 C-143 1 0 PH2 0 23 pubft with record I s,a1 its ca roc -man City Clerk EUGENIO GORDIENKO APTD POSTAL 10180-1000 SAN JOSE COSTA RICA WM III & MERCEDES JENNINGS 1450 BRICKELL BAY DR #2007 MIA FL 33131 LEGENT BUSINESS CO LTD 1450 SRICKELL BAY DR #2009 MIA FL 33131 ROSA M DE LA HERIA 1450 BRICKELL BAY DR # 2010 MIA FL 33131 SEBASTIAN CASANAS 1450 BRICKELL BAY DR #2011 MIA FL 33131 LINA GLUCK 1450 BRICKELL BAY DR #2012 MIA FL 33131 H SALAMI & C PAUL & B 195 NEWTON ST BROOKLINE MA 02146 SO AMERICAN TRADER CO 1450 BRICKELL BAY DR #2015 MIA FL 33131 YOLANDA E S DEL VALLE 1450 BRICKELL BAY DR #PHI MIA FL 33131 E R DOS ANJOS & I DIAS 1450 BRICKELL BAY DR #PH2 MIA FL 33131 2006 2007 2009 2010 2011 2012 2014 2015 PHI 1 0 PH2 0 23 pubft with record I s,a1 its ca roc -man City Clerk EUGENIO GORDIENKO APTD POSTAL 10180-1000 SAN JOSE COSTA RICA WM III & MERCEDES JENNINGS 1450 BRICKELL BAY DR #2007 MIA FL 33131 LEGENT BUSINESS CO LTD 1450 SRICKELL BAY DR #2009 MIA FL 33131 ROSA M DE LA HERIA 1450 BRICKELL BAY DR # 2010 MIA FL 33131 SEBASTIAN CASANAS 1450 BRICKELL BAY DR #2011 MIA FL 33131 LINA GLUCK 1450 BRICKELL BAY DR #2012 MIA FL 33131 H SALAMI & C PAUL & B 195 NEWTON ST BROOKLINE MA 02146 SO AMERICAN TRADER CO 1450 BRICKELL BAY DR #2015 MIA FL 33131 YOLANDA E S DEL VALLE 1450 BRICKELL BAY DR #PHI MIA FL 33131 E R DOS ANJOS & I DIAS 1450 BRICKELL BAY DR #PH2 MIA FL 33131 P • COSTA BELLA CONDO., 1450 BRiCKELL BAY DR, MIA FL 33131 C-143 PH3 • • 24 rotord with item Ps 'y'. � _ ....11' •b FOLKE & LAURA ASELL 1450 BRICKELL BAY DR #PH3 MIA FL 33131 t '911 I, -• L r Y C-14 VILLA REGINA CONDO. 1581 BRICKELL AVE MIAMI FL 33129 VILLA REGINA iCQNDO, 1581 BRICKELL AVE. MIAMI FL 33129 LOTS 42,43 & 44, BLK B & PARCEL OF SUBMERGED LAND LYG SELY & AD. BRICKELLS FLAGLER SUB, PS 5-44 _ (C-14) (204 UNITS) F01-4439-041 D-7101 101 201 301 401 501 601 704 801 FTlll is 1001 pubifo reCord if, .. .. %,filth iters on-lh 15'bl 4 a Ur i--ocrnr".1- n Ghy cl(" ( JOSUAH INVEST 2457 COLLINS AVE #101 MEA BCH FL 33140 ANDRESGALDO 1581 BRICKELL AVE #201 MIA FL 33129 JOSEM BAEZA SR 1581 BRICKELL AVE #301 MIA FL 33129 PEDRO DIAZ-MENDEZ ELDA ALONSO 1581 BRICKELL AVE #401 MIA FL 33129 LUIS CHICO 1581 BRICKELL AVE #501 MIA FL 33129 GLENCO INV INC 1581 BRICKELL AVE #601 MIA FL 33129 ADRIAN A GALDO 1581 BRICKELL AVE #701 MIA FL 33129 Q & S B SPAGGIAM 1581 BRICKELL AVE #801 MIA FL 33129 ARTURO V & M D QUI ROZ 1581 BRICKELL AVE #901 MIA FL 33129 CHARLES ELDREDGE SR 1581 BRICKELL AVE #1001 MIA FL 33129 4.$ 't- 10 10 C-14 VILLA REGINA CONDO 1581 BRICKELL AVE MIAMI, FL 33129 VILLA REGINA CONDO, 1581 BRICKELL AVE, MIAMI, FL 33129 C-14 2 submit�'.q,., ,, ",,, sd. record ii, a with Waitc'r F[3eman } _ City Clerk. 1101 JOHN GALE 1581 BRICKELL AVE #1101 MIA FL 33129 1201 ANA C PORTELA 1581 BRICKELL AVE #`1201 MIA FL 33129 1401 FOUR PALM TRES HOLDINGS LTD 1561 BRICKELL AVE #1401 MIA FL 33129 1501 MIBECALI CORP 1581 BRICKELL AVE #1501 MIA FL 33129 1601 JORGE A RODRIGUEZ 1581 BRICKELL AVE #1601 MIA FL 33129 1701 IRA M LEVENSHON 1581 BRICKELL AVE #1701 MIA FL 33129 1801 RALPH J SLONIM JR & R 1581 BRICKELL AVE #1801 MIA FL 33129 1901 GRB LLC 35 ALMERIA AVE C GABLES FL 33134 2001 PIETER BAKKER & INES PAL 1581 BRICKELL AVE 92001 MIA FL 33129 2101 INDITA INV INC % MEN DIVE & ASSOCS 250 CATALONIA AVE #705 C GABLES FL 33134 S J e. • f L_J i C=14 VILLA REGINA CONDO 1581 BRICKELL AVE MIAMI FL 33129 VILLA REGINA CONDO, 1581 BRICKELL AVE, MIAMI, FL 33129 2201 2301 PH 101 T101 &T103 T102 202 302 402 502 602 C� 3 0bn.'1",_'_ • public3 rocord in , �..L I�.,. ,.� yi with item . Z- ;» ai AtR�� j rj� - city Clerk NUBRO CORP N V 1600 MICANOPY AVE MIA FL 33133 VITTORIO & L M ITALIANO 1581 BRICKELL AVE #23011 MIA FL 33129 ERNEST T & M A HARPER 1581 BRICKELL AVE#PH 101 MIA FL 33129 JEROME & M FEOLMAN 1581 BRICKELL AVE #T1011103 MIA FL 33129 JOSUAHINV 2457 COLLINS AVE #102 MIA BCH FL 33140 202 A R A INCORPORATED % RICARDO ESPIRITO SANTO 1395 BRICKELL AVE MIAMI FL 33131 VARTEX LTD P O BOX 143337 CORAL GABLES FL 33114 WILLIAM M & TT HANSEN 1581 BRICKELL AVE #402 MIAMI FL 33129 JORGE L SUAREZ 1581 BRICKELL AVE #502 MIAMI FL 33129 802 VILLA REGINA INC 1581 BRICKELL AVE #602 MIA FL 33129 C-94 VILLA REGINA CONDO, 1581 BRICKELL AVE. MIAMI, FL 33129 4 publIC rcc®rC its vviti� iteln?'�.cJrl .et VILLA REGINA CONDO, 1581 BRICKELL AVE, MIAMI, FL 33129i$y C°lOfiG ptig j �t i' b 702 JOSEPH G & C J MALDONADO 1581 BRICKELL AVE #702 MIAMI FL 33129 802 BRICKELL INV SVCS INC 801 BRICKELL AVE 24FL MIAMI FL 33131 902 CANDIDA DE LOS REYES FRANK MOYA 1581 BRICKELL AVE #902 MIAMI FL 33129 1002 DONALD 81BRI F & H R AVERS #10 1581 BRICKELL. VE #1002 MIAMI FL 33129 1102 PASCAL & L J GADEMER 1581 BRICKELL AVE #1102 MIA FL 33129 1202 C A & N GUERSANI-HARRINGTON 1581 BRICKELL AVE #1202 MIA FL 33129 1402 CAMILO A & N JARAMILLO 1581 BRICKELL AVE #1402 J MIA FL 33129 1502 OWEN E PARR 7120 SW 110TH TER MIA FL 33156 1602 FLORENCE INV INC % ROBERT A FREEMAN 2601 S BAYSHORE DR #1106 MIAMI FL 33133 1702 R CANTO & N LACAYO 1581 BRICKELL AVE #1702 MIAMI FL 33129 ptig j �t i' b • C-14 VILLA REGINA CO DO 1581 BRICKELL AVE, MIAMI, FL 33129 VILLA REGINA CONDO, 1581 BRICKELL AVE, MIAMI, FL 33129 1802 1902 2002 I * 2101 2202 2303 PH 102 103 203 1 0 303 • 5 record bi with !turn L2-0?- on VWIFGNY Fmnan City Clerk JOSEPH M & E H RYAN 1581 BRICKELL AVE #1802 MIAMI FL 33129 CARLOVA SA 8805 NW 23RD ST MIA FL 33172 JOSE E & NANCY F DIAZ 1581 BRICKELL AVE #2002 MIAMI FL 33129 LUIS & C K GIUSTI 1581 BRICKELL AVE #2101 MIAMI FL 33129 TALA KHALAF 1581 BRICKELL AVE #2202 MIAMI FL 33129 JOSEPH G CACIOPPO 1581 BRICKELL AVE #2303 MIAMI FL 33129 GASTONEINC 1581 BRICKELL AVE #PH102 MIA FL 33129 MARTHA D DE ROCHA 1581 BRICKELL AVE #104 MIA FL 33129 MOACIR C & C C MESQUITA 1581 BRICKELL AVE #203 MIAMI FL 33129 WORLD ART FOUNDATION LTD P O BOX 143337 CORAL GABLES FL 33114 0 • C-14 VILLA REGINA CONDO 1581 BRICKELL AVE MIAMI,-FL 33129 6 Submit,2�;, Qublle rOcOrd !' i a;�,�:..�._._-With VILLA REGINA CONDO, 1581 BRICKELL AVE, MIAMI, FL 33129 item bn ...��.'- �o��iiti;� City Gert 403 ATLANTIS ADVISORS INC 1589 BRICKELL AVE #403 MIAMI FL 33129 503 503 VILLA REGINA INC PO BOX 453904 MIAMI FL 33245 803 603 VILLA REGINA INC PO BOX 453904 MIAMI FL 33245 703 FRANK JCROWLEY 1581 BRICKELL AVE #703 MIAMI FL 33129 803 BRICKELL INV SVCS INC % ANGELICA NIETO 700 BRICKELL AVE #500 MIAMI FL 33131 903 ELIZABETH J MOYA 1581 BRICKELL AVE #903 MIAMI FL 33129 1003 INMOBILARIA DEL MAR LTD % MARIA A GONZALEZ. 200 S RISC BLVD MIAMI FL 33131 1103 HAMS-JURG KOHLER 1581 BRICKELL AVE #1103 MIA FL 33129' 1203 STUART H & L M WINSTON 1581 BRICKELL AVE #1203 MIAMI FL 33129 1403 ELIO NUNEZ-GARCIA 1581 BRICKELL AVE #1403 MIAMI FAL 33129 .A C-14 VILLA REGINA CONDO, 1581 BRICKELL AVE, MIAMI, FL 3312 VILLA REGINA CONDO, 1581 BRICKELL AVE, MIAMI, FL 33129 1503 1603 1703 0 1803 1903 2003 2'103 2203 2303 0 PH 103 • 7 Submitted �r'to the pu1bP1e reCerd in on with items .rte-� earl „���a�"o1.. nian C ffV Clerk WINFIELD & M S KELLEY 1581 BRICKELL AVE #1503 MIAMI FL 33129 ABOLFAZL T BIDGOLI 1581 BRICKELL AVE # 1603 MIAMI FL 33129 RICHARD E DOHERTY 1581 BRICKELL AVE #1703 MIAMI FL 33129 NADER YAZDANI 1581 BRICKELL AVE #1803 MIAMI FL 33129 EMIL & M FURIATI 1581 BRICKELL AVE #1903 MIA FL 33129 JORGE R & A M CASTRO 1581 BRICKELL AVE #2003 MIAMI FL 33129 G & ANA SCHENQUERMAN 1581 BRICKELL AVE #2103 MIA FL 33129 ROBERT H OWEN 1581 BRICKELL AVE 92203 MIAMI FL 33129 ROBERT A FUNK 1581 BRICKELL AVE #2303 MIA FL 33129 ROSALBA N DE NASSER 1581 BRICKELL AVE # PH 103 MIAMI FL 33129 .L. 3 0 C-14 VILLA REGINA CONDO, 1581 BRICKELL AVE, MIAMI, FL 33129 VILLA REGINA CONDO, 15B1 BRICKELL AVE, MIAMI, FL 33129 • 8 SubmpW'c ; iijbile record in with item Z -r un -V I - Walter Foiarr3an city clerk PH 201, PH 202 & PH 203 ADELAIDA & NICHOLAS MORLEY 1581 BRICKELL AVE #PH 2011202/203 MIA FL 33129 T 203 & T 204 DIANE SEPLER 1581 BRICKELL AVE #T2031204 MIAMI FL 33129 204 LOURDES M FIGUEROA 200 E61 ST ST NEW YORK NY 10021 304 & J SUAREZ 1581 B 1581 BRICKELL AVE#304 MIAMI FL 33129 404 RICARDO & D NUNEZ 1581 BRICKELL AVE #404 MIAMI FL 33129 504 503 VILLA REGINA INC P O BOX 453904 MIA FL 33245 604 603 VILLA REGINA INC PO BOX 453904 MIAMI FL 33245 704 S S ASHTON JR & MING L 4405 SIMMONS LN TEMPLE HILLS MD 20748 804 CARLOS A & ANA M PLATA 1581 BRICKELL AVE #804 MIAMI FL 33129 904 JOSEPH A & M L INFANTE 1581 BRICKELL AVE #904 MIAMI FiL� 33129 • C-14 VILLA REGINA CONDO 1581 BRICKELL AVE MIAMI FL 33129 VILLA REGINA CONDO, 1581 BRICKELL AVE, MIAMI, FL 33129 1004 1104 1204 I 0 1404 15054 1604 1704 1804 1904 1 0 2004 0 9 ubMItt0d 4r1to pe�Rali1 rocord BRICKMAR LTD % MANUFACTURERS HANOVER MIAMI CTR 200 S RISC BLVD MIAMI FL 33131 IMATACA CORP 4081 SW 2ND TER C GABLES FL 33134 VAVI LTCB ABN AMRO 8K % MARIA GONZALEZ 200 S BISC BLVD #22FL MIA FL 33131 RENS BUCARAM % BUZZON CENTRO #01416 PO BOX 025268 MIAMI FL 33102 ROGER C & K TOLL 1581 BRICKELL AVE #1504 MIAMI FL 33129 JOSE & EUGENIO VALLE % BANK OF BOSTON INTL 55 ALHAMBRA PLZ #800 C GABLES FL 33134 JAMES LERNER ANSIIN 1581 BRICKELL AVE #1704 MIAMI FL 33129 NEAL R & PAT SONNETT 1581 BRICKELL AVE #1804 MIAMI FL 33129 CARLOS X VALDANO 1581 BRICKELL AVE #1904 MIAMI FL 33129 SALVADOR LLUVERES PO BOX 450608 MIA FL 33245 0 • C-14 VILLA REGINA CONDO, 1581 BRICKELL AVE MIAMI FL 33129 10 oC®rtem: €s'J;y `a`':' I. i+ rm Pz' .� �5�1 .11'�5�.�p► le VILLA REGINA CONDO, 1581 BRICKELL AVE, MIAMI, FL 33129 NICHOLAS A MARRONE JR 2104 1581 BRICKELL AVE #2104 MIAMI FL 33129 2204 JOSE ALONSO 1581 BRICKELL AVE #2204 MIAMI FL 33129 2304 INVERSIONES KELVO SA 1581 BRICKELL AVE #2304 MIA FL 33129 PH 104 THOMAS AVELLI 1581 BRICKELL AVE # PH 104 MIA FL 33129 PH 204 F L & GABRIELA RIVERO % LAURA SANCHEZ 13900 SW 108 AVE MIAMI FL 33176 T104 BARBARA SELZNICK 1581 BRICKELL AVE #T104 MIAMI FL 33129 MARTHA M RODRIGUEZ 105 1581 BRICKELL AVE #105 MIA FL. 33129 C K & H EVANS 205 1581 BRICKELL AVE #205 MIAMI FL 33129 ERNESTO A CALZADO 305 1581 BRICKELL AVE #305 MIAMI FL 33129 M & ALEJANDRO PRESI LLA 405 15 FULTON ST WEEHAWKEN NJ 07087 '4 § • C-14 VILLA REGINA CONDO, 1581 BRICKrzLL AVE, _MIAMI, _FL 33129 VILLA REGINA CONDO, 1581 BRICKELL AVE, MIAMI, FL 33129 505 605 705 0 805 905 1905 1105 1205 1405 1505 • Itp.fn• Wawa iv toe Ian aty CIerk RETRO ADVISORS INC 1581 BRICKELL AVE #505 MIAMI FL 33129 PEDRO A & M G FUENTES 1581 BRICKELL AVE #605 MIAMI FL 33129 FERNANDO A & E C PAREDES 1501 BRICKELL AVE #705 MIAMI FL 33129 FREDONIA CORP 1581 BRICKELL AVE #805 MIAMI FL 33129 ALAN J RAPHAEL 1581 BRICKELL AVE # 905 MIA FL 33129 PRAZERINC % LIZZIE GUIFFRE 151 SE 15 RD MIAMI FL 33129 JAMES P MAHER III 1581 BRICKELL AVE #1105 MIAMI FL 33129 EUGENIO S 8 M N ALONSO % IRVING TR BK AWN MARGARITA MEDINA 1581 BRICKELLAVE01205 MIAMI FL 33129 JOSE M REKEJO 1581 BRICKELL AVE #1405 MIAMI FL 33129 CARLS & GLORIA M RABELER 1581 BRICKELL AVE #1505 MIAMI FL 33129 • • C-14 VILLA REGINA CONDO 1581 BRICKELL AVE MIAMI FL 33129 VILLA REGINA CONDO, 1581 BRICKELL AVE, MIAMI, FL 33129 1605 1705 1805 0 1905 2005 2105 2205 2305 PH 105 PH 205 0 12 unr orl uty cletu rL AGUSTIN " E JIMENEZ 1581 BRICKELL AVE #1805 MIAMI FL 33129 ATRIUM ON THE OCEAN LTD PO BOX 800710 MIA FL 33280 MARIA NAPOLES 1581 BRICKELL. AVE #1805 MIA FL 33129 PAOLO COMETTO 1581 BRICKELL AVE #1905 MIA FL 33129 ANGLACAR CORP 1492 S MIA AVE #203 MIA FL 33130 LISA & CYNTHIA WOLMAN 1581 BRICKELL AVE #2105 MIAMI FL 33129 ANDREA H KIM 1581 BRICKELL AVE #2206 MIAMI FL 33129 IMATACA CORP 4081 SW 2ND TER C GABLES FC 33134 CEDAR INV INC 2127 BRICKEL AVE #3902 MIA FL 33129 LARRY & GLORIA MARKS 1581 BRICKELL AVE #PH 205 MIAMI FL 33125 ;J -'`?3 s G-14 VILLA REGINA CONDO 1581 BRICKELL AVE MIAMI, FL 33129 VILLA REGINA CONDO, 1581 BRICKELL AVE, MIAMI, FL 33129 Istom T 205 106 306 406 506 606 706 I 0 806 0 13 roe item 4fH� i4f� II'�1:�711cA3� city MAURICIO GERSON 1581 BRICKELL AVE #T 105 MIAMI FL 33129 FLAMEBACK CORP % CMPB BILL PAYING SVCS PO BOX 5258 NEW YORK NY 10185 ALFOUSO RIASCOS 1581 BRICKELL AVE #106 MIA FL 33129 CYRUS M JOLLIVETTE 1581 BRICKELLAVE#206 MIAMI FL 33129 JORGE G BLODEK 1581 BRICKELL AVE #306 MIA FL 33129 FEDERICO & M I AROCENA 1581 BRICKELL AVE #406 MIAMI FL 33129 KENDALLWOOD IND PK INC % J R RODRIGUEZ 275 FONTAINEBLEAU BLVD#135 MIA FL 33172 RODOLFO & M BILLOT 806 PLAZA DEL MAR CAROLINA PR 009751 SERGIO CARDOSO 1581 BRICKELL AVE #706 MIA FL 33129 BROOKLYN SA 1581 BRICKELL AVE # 806 MIAMI FL 33129 • �7 0 C-14 VILLA REGINA CONDO, 1581 BRICKELL AVE, MIAMI, FL 33129 VILLA REGINA CONDO, 1581 BRICKELL AVE, MIAMI, FL 33129 906 1006 1106 1206 Willi 1606 1706 1806 1906 • CARLOS & MARINA PITA 1581 BRICKELL AVE #906 MIAMI FL 33129 KAREN PUBLISHING CO 7062 NW 50TH ST MIA FL 33166 BARTOLO & C BENITEZ 1581 BRICKELL AVE #1106 MIAMI FL 33129 LU 15 A PULENTA 1581 BRICKELL AVE #1206 MIAMI FL 33129 LUCRECIA & J QUEVEDO & CARLA ORTEGA 1581 BRICKELL AVE #1406 MIAMI FL 33129 VILMA 5 ARELLANO 1581 BRICKELL AVE #1506 MIAMI FL 33129 KENDALLWOOD IIND PK INC %JOSE R RODRIGUEZ 275 FONTAINBLEAU BLVD 135 MIA FL 33172 HOUSE CORP 1581 BRICKELL AVE #1706 MIA FL 33129 TOMAS SALDARRIAGA 1581 BRICKELLAVE#1806 MIAMI FL 33129 LUZ M MARTINEZ 1581 BRICKELL AVE #1906 MIAMI FL 33129 14 B • • C-14 VILLA REGINA CONDO. 1581 BRICKELL AVE MIAMI FL 33129 VILLA REGINA CONDO, 1581 BRICKELL AVE, MIAMI, FL 33129 2006 2106 2206 2306 PH 106 PH 206 T 105 0 15 SUZI SALOWE 1581 BRICKELL AVE -#2206 MIAMI FL 33129 PEDRO N & C ACOSTA 1581 BRICKELL AVE #2306 MIAMI FL 33129 MIA RIVER PROP INC 1801 SW 3RD AVE MIA FL 33129 CARLOS M PEREZ 1530 PALISADES AVE #10L FORT LEE NJ 07024 ON EGA HOLDINGS INC 999 BRICKELL AVE MIA FL 33131 T 206 VIREG SA 1581 BRICKELL AVE #T206 MIA FL 33129 107 ELLEN FRANK 1581 BRICKELL AVE #107 MIA FL 33129 207 207 VILLA REGINA INC P O BOX 4054 MIAMI FL 33245 .�-` 32 re(;cg c; 11.IS1 item ccy Clerk PALAFITTE INV LTD % BK BOSTON INTL 55 ALHAMBRA PLZ #800 C GABLES FL 33134 JAMES L WEINTRAUB 1581 BRICKELL AVE #2108 MIA FL 33129 SUZI SALOWE 1581 BRICKELL AVE -#2206 MIAMI FL 33129 PEDRO N & C ACOSTA 1581 BRICKELL AVE #2306 MIAMI FL 33129 MIA RIVER PROP INC 1801 SW 3RD AVE MIA FL 33129 CARLOS M PEREZ 1530 PALISADES AVE #10L FORT LEE NJ 07024 ON EGA HOLDINGS INC 999 BRICKELL AVE MIA FL 33131 T 206 VIREG SA 1581 BRICKELL AVE #T206 MIA FL 33129 107 ELLEN FRANK 1581 BRICKELL AVE #107 MIA FL 33129 207 207 VILLA REGINA INC P O BOX 4054 MIAMI FL 33245 .�-` 32 C-14 VILA REGINA CO DO 1581 BRICKELL AVE MIAMI L 33129 VILLA REGINA CONDO, 1581 BRICKELL AVE, MIAMI, FL 33129 307 407 507 0 607 707 807 907 1007 1107 1207 • 16 1110 item {�]ry -3jY an City Clerk LOURDES M PONS 1581 BRICKELL AVE #307 MIAMI FL 33129 OPALVENTURES 1581 BRICKELL AVE #407 MIA FL 33129 ENRIQUE B MARIANO 30 WALL ST 4TH FL NEW YORK NY 10005 WILLIAM & MARY E DRIER 404 LAKE DORA RD MOUNT DORA FL 32757 NORA PENARANDA % AMERICAN EXPRESS BK 1221 BRICKELL AVE MIAMI FL 33131 FLORA AKSELRAD 1581 BRICKELL AVE #807 MIA FL 33129 RICARDO A OTERO 1581 BRICKELL AVE #907 MIAMI FL 33129 ASOLFAZLE J BIDGLEE 7212 NW 12TH ST MIAMI FL 33126 BRUNO V GALLO 1581 BRICKELL AVE #1107 MIAMI FL 33129 LINA AMADOR 1.581 BRICKELL AVE #1207 MIAMI FL 33129 • 10 I * 10 C-14 VILLA REGINA CONDO, 1581 BRICKELL AVE, MIAMI, FL 33129 1407 1507 1607 1707 1807 1907 2007 2107 2207 Wsh 0 17 Submltt-:,d Intl. Oho pubiiC record inWIC, .. c,n with item ,,i'V Cleric KIM V MARTIN 320 E 42ND ST #414 NEW YORK NY 10017 VILMA S ARELLANO 1581 BRICKELL AVE #1507 MIAMI FL 33129 KENDALLWOOD IND PK INC % JOSE R RODRIGUEZ 275 FONTAINEBLEAU BLVD #135 MIA FL 33172 MICHAEL J & J D FENELON 1581 BRICKELL AVE #1707 MIAMI FL 33129 RODOLFO HERRERA 15010 N 59TH AVE GLENDALE AZ 85306 FELIPE ALVARADO 1581 BRICKELL AVE #1907 MIAMI FL 33129 MICHELLE BARNETTE 1581 BRICKELL AVE #2007 MIA FL 33129 K&S&RABAER 1581 BRICKELL AVE 42107 MIAMI FL 33129 JOSE TORRENTE & C PEREZ 1581 BRICKELL AVE #2207 MIA FL 33129 ENZO PANIZ NORI & I FASANO % TEPUY C A CALLE WIRE CON CARRETA ZUATA PUERTO ORDAZ VANEZUELA C-14 VILLA REGINA CONDO, 1581 BRICKELL AVE, MIAMI, FL 33129 18 Submitted lnt,) the public record in cc;l" :;.-;co with item ms's,. o4-) .-_L 7 -[CML VILLA REGINA CONDO, 1581 BRICKELL AVE, MIAMI, FL 33129 w'man Clerk PH 107 MIAMI RIVER PROPERTIES INC 1801 SW3RDAVE MIA FL 33129 PH 207 ROBERT SAUNIG 1581 BRICKELL AVE #PH 207 MIA FL 33129 T 107 MARK MALIS 1581 BRICKELL AVE #T107 MIA FL 33129 T 207 R FAB8RI5 158181 BRICKELL AVE #T207 MIAMI FL 33129 108 EDUARDO FLEITES 1581 BRICKELL AVE #108 MIAMI FL 33129 208 JORGE LOPEZ 1581 BRICKELL AVE #208 MIAMI FL 33129 308 MYRIAM DUHAU 1581 BRICKELL AVE #308 MIAMI FL 33129 408 GABRIEL A & A M FALLA 10 ALLISON DR ENGLEWWOOD CLIFFS NJ 07632 508 ROSA MINANO 1581 BRICKELL AVE #508 MIAMI FL 33129 608 OSCAR D & MARIA MARIL 1581 BRICKELL AVE #608 MIA FL 33129 • • C-14 VILLA REGINA CONDO 1581 BRICKELL AVE MIAMI, L 33129 19 SubiTIN'tod !n; o the public record io-3 .. I;:;; :,j'R with VILLA REGINA CONDO, 1581 BRICKELL AVE, MIAMI, FL 33129 I a.Ci an Clerk �� t r) or�}} 708 MARTIN A GARMENDIA 1581 BRICKELL AVE #708 MIAMI FL 33129 808 PAULINO O & L P VASALLO 1343 HIGHWAY AIA #APT 4-D SATELLITE BCH FL 32937 908 CLARITZA ACOSTA TR 1581 BRICKELL AVE #908 MIAMI FL 33129 1008 D P JAMES 158181 BRIC 6RICKELL AVE #1008 MIAMI FL 33129 1108 SCOTT G KEITH 1581 BRICKELL AVE #4108 MIAMI FL 33129 120E BLAKE BURNS 1581 BRICKELL AVE #1208 MIAMI FL 33129 1408 TIMOTHY K & L J COLLETr 430 GRAND BAY DR #PH1C KEY RISC FL 33149 1508 VILMA S ARELLANO 1581 BRICKELL AVE #1508 MIA FL 33129 1608 KENDALWOOD IND PK INC % JOSE R RODRIGUEZ 275 FONTAINBLEAU BLVD #135 MIA FL 33172 1708 HOUSE CORP 1581 BRICKELL AVE #1708 MIA FL 33129 �� t r) or�}} F-1 601 9 a C-14 VILLA REGINA CONDO, 1581 BRICKELL AVE. MIAMI FL 33129 20 Submitted Into the publ!C record in With item Pz-3. on ,1.t- I C-01 oeman r orhe Clerk 1808 ALBERTO & A LAMADRID 1627 BRICKELL AVE #2307 MIAMI FL 33129 1908 HERMINIO & M FULGUEIRA % SAFRA REP BK 1451 BRICKELL AVE MIAMI FL 33131 200B IMATACA CORP 4081 SW 2ND TER C GABLES FL 33134 210B TERESA C PEREA 1581 BRICKELL AVE #2108 MIA FL 33129 2208 RENE GONZALES & JOSE PUERTAS 5744 DRUMMOND WAY NAPLES FL 34119 230B FERNANDO FERRERO 1581 BRICKELL AVE #2308 MIAMI FL 33129 PH 108 MIA RIVER PROP INC 1801 SW 3RD AVE ' MIA FL 33129 PH 208 CARLOS M PEREZ 1530 PALIZADES AVE 10-L FT LEE NJ 07024 T 108 JORGE JAIME 1581 BRICKELL AVE #T108 MIA FL 33129 0 T 208 ROMANA FABBRIS 1581 BRICKELL AVE #T 208 MIAMI FL 33129 ".!33 0 • C-14 VILLA REGINA CONDO, 1589 BRICKELL AVE MIAMI, FL 33129 21 Subr'a HM, ;°:. 10 public record inr°�.,�,r�.::,;cai with item ��-. on .-16111L VV,alt&: Fooman VILLA REGINA CONDO, 1581 BRICKELL AVE, MIAMI, FL 33129 City Clerk TH 1 TAMAS & N KALLOS 10 EDGEWATER DR #7D C GABLES FL 33133 TH 2 RECTOR N TERAN 1541 BRICKELL AVE #1703 MIAMI FL 33129 TH 3 GONZALO J DE OLIVEIRA 1581 BRICKELL AVE-#TH 3 MIAMI FL 33129 T 201 ANDREAS T & A T MEINHOLD 1581 BRICKELL AVE #T 201 MIAMI FL 33129 • C-633 FORTUNE HOUSE CONDO, 185 SE 14TH TER. MIA FL 33131 1 Submitted Into tha pubite record in with Rem �Z��- l:i1 __,W!A W iE'I' 's"isc man FORTUNE HOUSE CONDO, 185 SE 14TH TER, MIA FL 33131_ Gity Clerk TRACT A. ST JAMES AT BRICKELL SUB, PS 146-99 (C-633) (296 UTS) F01.4139.065" (D-7101) 601 URENA DEV LTD 185 SE 14TH TER #601 MIA FL 33131 701 JOSE B DE MENDONCA CLARK & INGRID VS MEYER 185 SE 14TH TER #701 MIA FL 33131 801 MARIA C PUENTE DE CHIBAS 185 SE 14TH TER #801 MIA FL 33131 901 ROBERTI 888 BRIGKELL KELL KEY DR #2802 MIA FL 33131 1001 REINALDO DI POLO LAURA LEON 185 5E 147H TER #1001 MIA FL 33131 1101 NANCY E RODRIGUEZ 185 SE 94TH TER #1101 MIA FL 33131 1201 MARIA ORTIZ E VILLAVECES 90 EDGEWATER DR #707 C GABLES FL 33133 1401 SANDRA TERAN G ORELLANA 185 SE 14TH TER #1401 MIA FL 33131 1501 HUMBERTO R DOMINGUEZ 985 SE 14TH TER #1501 MIA FL 33131 1601 AMERICAN PROP USA INC 185 SE 14TH TER #1601 MIA FL 33131 • 6.633 FORTUNE HOUSE CONDO, 185 SE 14TH TER. MIA FL 33131 1701 1801 H1161 I 2001 0 2101 2201 2301 2401 2501 ' 0 2601 • 2 Submitted irto the pubilts record in ,.},"!on with item fgn;3. caro ...11.1jkiL oornan Clerk ZAGOR MGT INC 540 BRICKELL KEY DR #906 MIA FL 33131 IVAN & M C VILLEGAS 185 SE 14TH TER #1801 MIA FL 33139 JMB PROP INV INC % FREEMAN BUTTERMAN & H 520 BRICKELL KEY DR #0-305 MIA FL 33131 ANDRESEK CONST & MANTENIMIENTO CA 185 SE 14TH TER #2001 MIA FL 33131 TRINITY GROUP SVCS LTD 185 SE 14TH TER #2101 MIA FL 33131 MAITEA FERRAN 185 SE 14TH TER #2201 MIA FL 33131 AFARSAK STIFTUNG 185 SE 14TH TER #2301 MIA FL 33131 UNIT 2101 LTD % J CHEEZEM 200 S RISC BLVD 20FL MIA FL 33131 V A DE CASTRO 3652 FALCON RIDGE CIR WESTON FL 33331 ROBERTO P DE A FERREIRA JR 185 SE 14TH TER #2601 MIA FL 33131 Ll • • 6.633 FORTUNE HOUSE CONDO 185 SE 147H TER, MIA FL 33131 3 Submittcd into the pub11e record in With item 1- Irma! in GEORGE E & V FREUND 2701 155 SE 14TH TER #2701 MIA FL 33131 2801 MARIA D TORO 185 SE 14TH TER #2801 MIA FL 33131 JOSEPH U & 0 P FAJARDO 2901 185 SE 14TH TER #2901 MIA FL 33131 602 CLAUDIA PADRON 185 SE 34TH TER #602 MIA FL 33131 RAQUEL A REYES 702 185 SE 14Th TER #702 MIA FL 33131 802 NIXMAR INC 185 SE 14TH TER #802 MIA FL 33131 NORBERTO VANDROUX 902 185 SE 14TH TER #902 MIA FL 33131 FLORIDA CAPITAL MGT INC 1002 185 SE 14TH TER #1002 MIA FL 33131• HUGO R PENTENERO 1102 185 SE 14TH TER #1102 MIA FL 33131 LONGBOAT KEY INC % FREEMAN 1202 520 BRICKELL KEY DR #0-305 MIA FL 33131 #� 'aha s • 6-633 FORTUNE HOUSE CONDO 185 SE 14TH TERMIA FL. 33131 4 PlIbrinItt d Into the publle record In cenno,"%len with Item Foeman City Clerk 1402 GIOVANNI &A DALESSANDRO 185 SE 14TH TER #1402 MIA FL 33131 1502 ROBERT QURESHI 185 SE 14TH TER #1502 MIA FL 33131 1602 ROBERT QURESHI 185 SE 14TH TER #1602 MIA FL 33131 1702 ROBERT OURESHI 185 SE 14THTER #1702 MIA FL 33131 1802 RAUL VILLA 185 SE 14TH TER #1802 MIA FL 33131 1902 ENGLEWOOD VENTURES LTD 185 SE 14TH TER #1902 MIA FL 33131 2002 ALEJANDRO CIRONE 185 SE 14TH TER #2002 MIA FL 33131 2102 MONTERO HOLDINGS INC % CANO PROP INC 1581 BRIKCELL AVE #1202 MIA FL 33129 2202 HAZEL ASSETS LTD 185 SE 14TH TER #2202 MIA FL 33131 2302 FIRST CLASS HOLDLI NGS CORP % CANO PROP INC 1581 BRICKELL AVE 91202 MIA FL 33129 • • C-633 FORTUNE HOUSE CONDO 185 SE 14TH TER IA FL 33131 2402 2502 2602 2702 2802 2902 603 703 803 903 • 5 SubMittold kIto °he public record ire with item � �.. orl�_�i-.! �1 City Clerk CLOVIS GOMES & MARIA ALDA 185 SE 14TH TER #2402 MIA FL 33131 LUIS D HERNANDEZ 185 SE 14TH TER #2502 MIA FL 33131 J SUAREZ & F G GONZALEZ 185 SE 14TH TER #2602 MIA FL 33131 VANESSA HERNANDEZ 11219 NW 43RD CT C SPRINGS FL 33065 P O S FILHO 185 SE 14TH TER #2802 MIA FL 33131 JOSEPH U & O P FAJARDO 185 SE 14TH TER #2901 MIA FL 33131 GIUSEPPE PIERSANTI 185 SE 14TH TER #603 MIA FL 33131 F JOSE SANTARELLI 185 SE 14TH TER #703 MIA FL 33131 MARK S STEINBERG 185 SE 14TH TER #803 MIA FL 33131 ADITA INV LTD 185 SE 14TH TER #903 MIA FL 33131 i 0 6-633 FORTUNE HOUSE CONDO, 185 SE 14TH To. MIA FL 33131 6 SU ���eci l� . D I �ubliC b�. record iii �;,;.� „;i;� with item-`3-ry'I„ Vity Clerk 1003 A M & R CANDIDO 185 SE 14TH TER #1003 MIA FL 33131 1103 ERNEST EGLI 185 SE 14TH TER #1103 MIA FL 33131 1203 UNIT 2101 LTD %JAN CHEEZEM 200 S RISC; BLVD 20FL MIA FL 33131 1403 AGAVE BUSINESS 185 SE 14TH TER #1403 MIA FL 33131 1503 ROSANNA & S BUONERBA 185 SE 14TH TER #1503 MIA FL 33131 1603 PATRICIA BATTISTINI 185 SE 14TH TER #1603 MIA FL 33131 1703 TODMOR GROUP LTD 185 SE 14TH TER #1703 MIA FL 33131 1803 M JONATHAN REALTY LLC 185 SE 14TH TER #1803 MIA FL 33131 1903 ROSEAPPLE PROP INC 185 SE 14TH TER #1903 MIA FL 33131 2003 ARTUR MALZYNER 185 SE 14TH TER #2003 MIA FL 33131 1] • C-633 FORTUNE HOUSE CONDO, 185 SE 14TH TER, MIA FL 33131 2103 2203 2303 I 2403 0 2503 2603 2703 2803 2903 I 604 0 7 pubrle recorrJ item otth C�li�r Gferk ROBERT DURESHI 185 SE 14TH TER #2103 MIA FL 33131 CAETANO S & M JUNIOR 185 SE 14TH TER #2203 MIA FL 33131 DRY TORTUGAS LTD 520 BRICKELL KEY DR #0-305 MIA FL 33131 DRY TORTUGAS LTD 185 SE 14TH TER #2403 MIA FL 33131 TERREMARK BRICKELL LTD 2601 S BAYSHORE DR #PHI MIA FL 33133 INVERSIONES LORIS SA 185 SE 14TH TER #2603 MIA FL 33131 MAJOSEF CORP 185 SE 14TH TER #2703 MIA FL 33131 JOMIMAE INC 185 SE 14TH TER #2803 MIA FL 33131 QUANTUM OVERSEAS INC 2600 SW 3RD AVE #801 MIA FL 33129 BENN B BARNAS 185 SE 14TH TER #604 MIA FL 33131 #.i wOe)#J • 6-633 k)RTUNE HOUSE CONDO -185 SE 14TH TER, MIA FL 33131 8 Submlth:r�J' !.i'" fitic) publio record in ��3I �;:;::.�oil with L..� z-! l tLC=M— ites+n --r-. O WaItf,ir Foeman Cid Clerk 704 SHEILA COHN 185 SE 14TH TER #704 MIA FL 33131 804 ANTONIO J PERES & M R OSORIO 185 SE 14TH TER #804 MIA FL 33131 904 KEY LARGO FIN CORP % FREEMAN BUTTERMAN ETAL 520 BRICKELL KEY DR #0-305 MIA FL 33131 1004 ICAR INC 800D SW 81ST DR #301 80 MIA FL 33143 1104 WILLOW OVERSEAS INC 185 SE 14TH TER #1904 MIA FL 33131 1204 UNIT 2101 LTD % J CHEEZEM 200 S RISC BLVD 20 FL MIA FL 33131 1404 SAM SAOONVNIK 20707 NE 9TH PL MIA FL 33179 1504 CARABALLEDA CORP 1390 BRICKELL AVE #200 MIA FL 33131 1604 VILLAMAR ENT INC 185 SE 14TH TER #1604 MIA FL 33131 1704 PROP INC GARICIA & BALOYRA % GARI 1101 BRICKELLAVE#702 MIA FL 33131 } 3 • i 0 6-633 FORTUNE HOUSE CONDO, 185 SE 14TH TER MIA FL 33131 9 t+,c public record in ��nn With item z • c17 Wa�,sor I-�ueman city Clerk . :'1933 1804 FOUR ACES PROP 985 SE 14TH TER #1804 MIA FL 33131 1904 FLORIANVILLE ENT LTD 185 SE 14TH TER #1904 MIA FL 33131 2004 CHRYSALYS INV INC % CANO PROP INC 1581 BRICKELL AVE #1202 MIA FL 33129 2104 ANGELICA S 185 SE 14THH TER TER #2104 MIA FL 33131 2204 SACOVNIK A & Z D SCHWARTZMAN 185 SE 14TH TER #2204 MIA FL 33131 2304 TEN INV LTD 185 SE 14TH TER #2304 MIA FL 33131 2404 NIETO BOHORQUEZ CORP TRUST 6 185 SE 14TH TER #2404 MIA FL 33131 2504 MARIA C PEFUFFO % CANO PROP INC 1581 BRICKELL AVE #1202 MIA FL 33129 2604 V P R ONE INC 2299 SW 37TH AVE #4171- 4FLMIA MIAFL 33145 2704 GLOBAL MONEY MGRS GRP LTD 185 SE 14TH ST #2704 MIA FL 33131 . :'1933 • C-633 FORTUNE HOUSE CONDO, 185 SE 14TH TER MIA FL 33131 10 $Ubtk'd '. I _'Ac record in .;;_J,: -i>>.. C?+ with [tern .Vi=i- l Ii .Ili -a aV,K:;r Fooman City Clerk 2804 HERMES MORETE % SOICHER INTNATL PROP 9100 S DADELAND BLVD #906 MIA FL 33156 2904 JUANITA S HERRERA C SOEHLKE & A HERRERA 185 SE 14TH TER #2904 MIA FL 33131 ff05 JESUS R PADRON MARTHA C C 185 SE 14TH TER #606 MIA FL 33131 705 FLA CAPITAL MGT INC 186 5E 14TH TER 4705 MIA FL 33131 805 NESTOR J B RINCON 185 SE 14TH TER #805 MIA FL 33131 905 ILKA F N DE ALMEIDA 185 SE 14TH TER #905 MIA FL 33131 1005 GUSTAVO HOERTH % CERVERA REAL ESTATE 1492 S MIA AVE MIA FL 33130 1105 VOLA INTL INC % FREEMAN BUTTERMAN & H 520 BRICKELL KEY DR #0-305 MIA FL 33131 1205 M L MOTTA DA COSTA 185 SE 14TH TER #1205 MIA FL 33131 1405 CARLOS E AVALOS 185 SE 14TH TER #1405 MIA FL 33131 -.933 • 10 lie 0 i 6-633 FORTUNE HOUSE CONDO 1155 SE 14TH TER MIA FL 33131 1505 1TT119 iFllb.] 1805 1905 2005 2105 2205 2305 2405 Submi-Ited inin me public record in with item z • oil AL--LS-TL WzAaGY roe1' an City Clerk E T DE SIQUEIRA 185 SE 14TH TER #1505 MIA FL 33131 BELLEAIR BEACH INC % FREEMAN BUTTERMAN & H 520 BRICKELL KEY DR #0-305 MIA FL 33131 V P R THREE INC 185 SE 14TH TER #1705 MIA FL 33131 ALICIA CID 185 SE 14TH TER #1805 MIA FL 33131 ANGEL PROMOTIONS LTD % FREEMAN BUTTERMAN & H 520 8RICKELL KEY DR #0-305 MIA FL 33131 ADRIANA FANGANIELLO 985 SE 14TH TER #2005 MIA FL 33131 TWICE AMERICA INC 185 SE 14TH TER #2105 MIA FL 33131 B GONZALEZ MERGER 2100 CORAL WAY #305 C GABLES FL 33145 HANS WRAGE & WALTRUT 185 SE 14TH TER #2305 MIA FL 33131 GOMAGUS INC %CANO PROP INC 1581 BRICKELLA VE #1202 MIA FL 33129 0 6-633 FORTUNE HOUSE CONDO 185 SE 14THTER. MIA FL 33131 • 12 2905 606 706 806 906 MAURO AGRESTA & DENISE ZEGLIO 185 SE 14TH TER #2905 MIA FL 33131 H DE BRITO & M MACEDO 185 SE 14TH TER #506 MIA FL 33131 M I ORTIZ LLANOS 185 SE 14TH TER #706 MIA FL 33131 STEPHEN & I ZONENSCHAIN 185 SE 14TH TER #806 MIA FL 33131 CASSIANO & IRENE M MARTELLI 185 SE 14TH TER #906 MIA FL 33131 1006 HENRY E LEON ROJAS 185 SE 14TH TER #1006 MIA FL 33131 SubmiE?-, public recon s*. 11 with item QZ'3 u.I --- I.F"11-o l Walter Foeman City Clerk 2505 TOPA INC % CANO PROP INC 1581 BRICKELL AVE #1202 MIA FL 33129 2605 CALDOR OVERSEAS LTD 1390 BRICKELL AVE #200 MIA FL 33131 2705 LIMA RISONALDO DE MELO & E 185 SE 14TH TER #2706 MIA FL 33131 2805 5E H &NDA 51 LVA 18 185 SE 14TH TER #2805 MIA FL 33131 2905 606 706 806 906 MAURO AGRESTA & DENISE ZEGLIO 185 SE 14TH TER #2905 MIA FL 33131 H DE BRITO & M MACEDO 185 SE 14TH TER #506 MIA FL 33131 M I ORTIZ LLANOS 185 SE 14TH TER #706 MIA FL 33131 STEPHEN & I ZONENSCHAIN 185 SE 14TH TER #806 MIA FL 33131 CASSIANO & IRENE M MARTELLI 185 SE 14TH TER #906 MIA FL 33131 1006 HENRY E LEON ROJAS 185 SE 14TH TER #1006 MIA FL 33131 G Ll • C-633 FORTUNE HOUSE CONDO. 165 SE 14TH TER MIA FL 33131 1106 1206 1406 1506 1606 1706 1806 1906 2106 • 13 Subm!`I<,ul publio record in with Item or, Vii Clark CARLOS O XAVI£R 185 $E 14TH TER #1106 MIA FL 33131 MARIO M UENO 185 SE 14TH TER #1206 MIA FL 33131 MARIO M VENO 185 SE 14TH ST #1406 MIA FL 33131 OCTAVIO V PUMAR 185 SE 14TH TER #1506 MIA FL 33131 A G S REAL ESTATE CORP 1312 SW 27TH AVE 2FL MIA FL 33145 V P R TWO INC 2299 SW 37TH AVE#4FL MIA FL 33145 CARLOS D RIGATTIERI 185 SE 14TH TER #1806 MIA FL 33131 ROLANDO GIRON 185 SE 14TH TER #1906 MIA FL 33131 RAOWORTH RESOURCES LTD 185 SE 14TH TER #2006 MIA FL 33131 TWICE AMERICA INC 185 SE 14TH TER #2106 MIA FL 33131 eJ 3 C-633 FORTUNE HOUSE CONDO 185 SE 14TH TER MIA FL 33131 • 14 record .', :-.n With item ► 1.1.715'61 oorria.rl Clay Clerk 2206 CORAL REEF CAPITAL LTD % M LYNCH BK & TR %KNOWLES BEL GRAVIA HOUSE CIRCULAR RD DOUGLAS ISLE OF MAN 1M11 OW BI 2306 THOMAS W CONROY 185 SE 14TH TER #2306 MIA FL 33131 2406 ASINC CORP 185 SE 14TH TER 02406 MIA FL 33131 2506 EL1UIA 185 SE 14TABETH TE 185 SE 14TH TER #2506 MIA FL 33131 2606 PLANTATION USA INC 185 SE 14TH TER 42606 MIA FL 33131 2706 VIRGILI0 & V DE CASTRO 185 SE 14TH TER #2706 MIA FL 33131 2806 WAI KUEN MUELLER 185 SE 14TH TER #2806 MIA FL 33131 2906 TERREMARK BRICKELL LTD 2601 S BAYSHORE DR PHI MIA FL 33133 607 JOSE V & M J GARCIA 185 SE 14TH TER #607 MIA FL 33131 707 MIGUEL E LILUE & H NJAIM %G CARRION CITIBANK 201 S BISC BLVD MIA FL 33131 3 r ,..3 " i� • • C-633 FORTUNE HOUSE CONDO, 185 SE 14TH TER, MIA FL 33131 807 907 1007 1107 1207 1407 1507 1607 1707 1807 • 15 lo pub110 record ir'I with item F.oeman (;ity Clerk MAURICIO P BONNET 185 SE 14TH TER #807 MIA FL 33131 JUAN M PADRON 185 SE 14TH TER #907 MIA FL 33131 CABRA CORP 185 SE 14TH TER #1007 MIA FL 33131 DAISSY C CONTRERAS 185 SE 14TH TER #1107 MIA FL 33131 ERROL C SERVICE 185 SE 14TH TER #1207 MIA FL 33131 CARMINE 8 H A BEDOTTO 185 SE 14TH TER #1407 MIA FL 33131 MARSEILLE MGT LTD 185 SE 14TH TER #1507 MIA FL 33131 ANA SAVATIERRA % BANCO UNION CARRILLO 1000 SRICKELL AVE #1100 MIA FL 33131 L G BOHORQUEZ % AMADA 220 ALHAMBRA CIR C GABLES FL 33134 RADWORTH RESOURCES LTD 185 SE 14TH TER #1807 MIA FL 33131 G • 0 C-633 FORTUNE HOUSE CONDO, 185 SE 14TH TER, MIA FL 33131 1907 2007 2107 2207 2307 2407 2507 2607 2707 2807 0 16 ubmItted Into the public record in ;t;n ;_;y ; I� with iteru _PZ'. PAULO O SILVA & NINA JANE GUSMAO 1581 BRICKELL AVE #1202 MIA FL 33129 E & S KOUVARITAKIS % CANO PROP INC 1581 BRICKELL AVE #1202 MIA FL 33129 FIRST CLASS ASSETS INC % 1581 BRICKELL AVE #1202 MIA FL 33129 P T INVESTMENTS 185 SE 14TH TER #2207 MIA FL 33131 OCTAVIO & M E SARMIENTO 185 SE 14TH TER #2307 MIA FL 33131 G S & M E GASPER] 185 SE 14TH TER #2407 MIA FL 33131 ATWELL ASSETS INC % CANO PROP INC 1581 BRICKELL AVE #1202 MIA FL 33129 LASS CORP 185 SE 14TH TER #2607 MIA FL 33131 NELSON FILHO A C 185 SE 14TH TER #2707 MIA FL 33131 ROBERT & V PERLIN 185 BE 14TH TER 92807 MIA FL 33131 } ` yy K 1- i� �i C-633 FORTUNE HOUSE CONDO 185 SE 14TH TER MIA FL 33131 2907 608 708 BOB 908 1008 1108 1208 1408 1508 0 ro C()rd irI With ItemElf-'k—on 111is� 1 Yvai'ov �oeman �..City Clerk ALTEVIR M SILVA GLAUCIA C P D 185 SE 14TH TER #2907 MIA FL 33131 ABA SADOVNIK 185 SE 14TH TER #608 MIA FL 33131 M B & G F FRAGOSO 185 BE 14TH TER #708 MIA FL 33131 JOSE R SEVIEM MARIA MENEZES 185 BE 14TH TER #808 MIA FL 33131 JOHHNY & C HARRINGTON 185 BE 14TH TER #90B MIA FL 33131 DENISE A CANEDO 185 BE 14TH TER #1008 MIA FL 33131 CRAIG LIMAN 185 SE 14TH TER #1108 MIA FL 33131 INVERSIONES PEREZ & PEREZ ENC 185 BE 14TH TER #1208 MIA FL 33131 FRANCIS J & R CHAVIANO 185 BE 14TH TER #1408 MIA FL 33131 J A& W A& M B GONZALEZ 185 BE 14TH TER #1508 MIA FL 33131 • • i C-633 FORTUNE HOUSE CONDO, 1q 5E 14TH TER. MIA FL 33131 1608 1708 1808 1908 2008 2108 2208 2308 2408 2508 C� 18 record i:-, Item :04 _- City Clerk F R & JAZMIN N BUSTAMANTE 185 SE 14Th TER #1606 MIA FL 33131 INVERSIONES SANTA BARBARAINC 185 SE 94TH TER #1708 MIA FL 33131 DRAKE INTL SVCS CORP 501 BRICKELL KEY DR #400 MIA FL 33131 JOSE P & S S MORENO 185 SE 14TH TER #1908 MIA FL 33131 IDOM PROP MIA LLC 185 SE 14TH TER #2008 MIA FL 33131 JUMAR CAPITAL CO INC 700 WILLIAMS ISLD BLVD #807 WILLIAMS ISLD FL 33160 JUMAR CAPITAL CO INC 700 WILLIAMS ISLD BLVD #807 AVENTURA FL 33160 JULIUS B SAMPSON 185 SE 14TH TER #2308 MIA FL 33131 CARLOS M & E C GUTIERREZ 283 DEER PATH LN BATTLE CREEK MI 49015 REN REAL ESTATE INV 185 SE 14TH TER #2508 MIA FL 33131 • • C-633 FORTUNE HOUSE CONDO 185 SE 14TH TER MIA FL 33131 2608 2708 2808 2908 709A 809 909 1009 1109 1209 0 19 Submlttod into the public record in `a ,.-�: °fon with Item •?_ (:,, _.. jj to S W V�-Jlk,or i;oeman City C' fork KIM & R A PASHA-SHARPE 185 SE 14TH TER #2608 MIA FL 33131 MATHEUSIENSEN 185 SE 147H TER #2708 MIA FL 33131 JUAN DE JESUS & M C CRUZ 14645 SW 173RD ST MIA FL 33177 MELINDA M NIXON 185 SE 14TH TER #2908 MIA FL 33131 TERREMARK BRICKELL LTD 2601 S BAYSHORE DR #PH1 MIA FL 33133 PONCHO LTD 185 SE 14TH TER #809 MIA FL 33131 PONCHO LTD 185 SE 14TH TER #909 MIA FL 33131 APOGEE ENT CORP % GROUPOSINIA 2100 CORAL WAY #305 C GABLES FL 33145 B FRANCO NIETO 185 SE 14TH TER #1109 MIA FL 33131 RONAN & N ROCHA VI EIRA 185 SE 14TH TER #1209 MIA FL 33131 16 • • C-633 FORTUNE HOUSE CONDO, 185 SE 14TH TER, MiA FL 33131 1409 1509 9609 1709 1809 1909 2009 2109 2209 0 20 JUAN C & 5 N BIZET GERALDINA M & B EVELYN 185 SE 14TH TER 01809 MIA FL 33131 TASCON FAM INV INC 185 SE 14TH TER #1909 MIA FL 33131 ROBERT QURESHI 501 BRICKELL KEY DR #201 MIA FL 33131 ROBERT QURESHI 501 BRICKELL KEY DR #201 MIA FL 33131 ROBERT QURESHI 501 BRICKELL KEY DR #201 MIA FL 33131 2309 ROBERT QURESHI 501 BRICKELL KEY OR #201 MIA FL 33131 ;i G� r �' `- „E With Item uy GIork BRICKELL WAY CORP PO BOX 273427 BOCA RATON FL 33427 ROBERT QURESHI 888 BRICKELL KEY DR #2802 MIA FL 33131 REVELOS S A 185 SE 14TH TER #1609 MIA FL 33131 GUIDO AUDISIO 185 SE 14TH TER #1709 MIA FL 33131 JUAN C & 5 N BIZET GERALDINA M & B EVELYN 185 SE 14TH TER 01809 MIA FL 33131 TASCON FAM INV INC 185 SE 14TH TER #1909 MIA FL 33131 ROBERT QURESHI 501 BRICKELL KEY DR #201 MIA FL 33131 ROBERT QURESHI 501 BRICKELL KEY DR #201 MIA FL 33131 ROBERT QURESHI 501 BRICKELL KEY DR #201 MIA FL 33131 2309 ROBERT QURESHI 501 BRICKELL KEY OR #201 MIA FL 33131 ;i G� r �' `- 10 1-1 0 0-533 FORTUNE HOUSE CONDO, 185 SE 14TH TER MIA FL 33131 2409 2509 2809 2709 2809 2909 710 810 910 1010 • 21 Ile PubHC re(,'erd 'on with item �?-1_ "n15- ooman T;qv Cleric SOUTH EASTERN CAPITAL MGT 501 BRICKELL KEY DR #201 MIA FL 33131 SOUTH EASTERN CAPITAL MGT 501 BRICKELL KEY DR #201 MIA FL 33131 SOUTH EASTERN CAPITAL MGT 501 BRICKELL KEY DR #201 MIA FL 33131 RAVE REAL ESTATE INC 185 SE 14TH TER #2709 MIA FL 33131 RAVE REAL ESTATE INC 185 SE 14TH TER #2809 MIA FL 33131 YAB III INC 185 SE 14TH TER #2909 MIA FL 33131 CORAL REEF CAPITAL LTD % MERRILL LYNCH BK & TR BEL GRAVIA HOUSE CIR RD DOUGLAS ISLE OF MAN IMILQUW 61 JESUS R P SUAREZ 185 SE 14TH TER #810 MIA FL 33131. OLGA & R VIZCON 185 SE 14TH TER # MIA FL 33131 PANT HERATH 185 SE 14TH TER #1010 MIA FL 33131 G{9g A r ? i tr i 2. a 10 • C-633 FORTUNE HOUSE CONDO, 185 SE 14TH TER. MIA FL 33131 22 SUbmltlOd F -•r) the public record o,- In with item ft!A— V�.:Eul rucman City Clerk 1110 MARSHA ALEXANDER 120 JEFFERSON AVE #12021 MIA BCH FL 33139 1210 IMPLANT DEVICES & TISSUE F USA % STEVEN L CANTOR 777 BRICKELL AVE #500 MIA FL 33131 1410 MARGARITA PULIDO & G & M 5151 COLLINS AVE #1115 MIA BCH FL 33140 1510 SCOTT & M J TRAFTON 185 SE 14TH TER #1510 MIA FL 33131 1610 COLIMAR 2000 LTD 185 SE 14TH TER #1610 MIA FL 33131 1710 LA MANMSION STORE INC IMP & EXP 4522 W INDIAN SCHOOL RD PHOENIX AZ 65031 1810 JOSE A G TRAPAGA HILDA G D 185 SE 14TH TER #1810 MIA FL 33131 1910 JOSE R & C D QUIJANO 185 SE 14TH TER #1910 MIA FL 33131 2010 CONANGE=LO CIMINO 185 SE 14TH TER #2610 MIA FL 33131 2110 F E LEZAMA-ALVAREZ CARMEN A R L 185 SE 14TH TER #2110 MIA FL 33131 Wr r) �3 , . <. I* is 0-633 FORTUNE HOUSE CONDO, 165 SE 14TH TER. MIA FL 33131 2210 2310 2410 2510 2610 2710 2801 2910 711 811 a 19,130 ,10 0 23 5ubr!!--., dub!! recon with item Vv,=c t f-oernan w, City Clerk JOSE M 8 ISABEL N ALVAREZ 185 SE 14TH TER #2210 MIA FL 33131 C G & R S GIOIELLI 185 SE 14TH TER #2310 MIA FL 33131 MIPEFA CORP 185 SE 14TH TER #2410 MIA FL 33131 TERREMARK BRICKELL LTO 2601 S BAYSHORE DR #PH1 MIA FL 33133 JOSE FRANCO CIMINO 185 SE 14TH TER #2610 MIA FL 33131 TERREMARK BRICKELL LTD 2601 S BAYSHORE DR #PH1 MIA FL 33133 VERNY & G C HUERTAS 185 SE 14TH TER #2801 MIA FL 33131 QUANTUM OVERSEAS INC 2600 SW 3RD AVE #801 MIA FL 33129 ELITE BRICKELL INC 185 SE 14TH TER #711 MIA FL 33131 JULIO CESAR OBANDO 185 SE 14TH TER #811 MIA FL 33131 10 r� • 6-63 FORTUNE HOUSE CONDO, 185 SE 14TH TER, MIA FL 33131 911 1011 1211 1411 1511 1611 1711 181'1 1911 r] 24 5ubmjsltod Into the ptjblla record in , ,.,on with item - _ On fA Walter Foemart City Clerk MERCEDES GONZALEZ 185 SE 14TH TER #911 MIA FL 33131 TESIS INV INC %CANO PROP INC 1581 BRICKELL AVE #1202 MIA FL 33129 CAPITAL MGT INC 185 SE 14TH TER #1.111 MIA FL 33131 NELLY C DE CASTANO 185 SE 14TH TER #1211 MIA FL 33131 CARLOS R STUTZ 185 SE 14TH TER #1411 MIA FL 33131 INDIGO SHORES FO FL INC 185 SE 14TH TER 41511 MIA FL 33131 ROGOLAN S A 185 SE 14TH TER #1611 MIA FL 33131 S GOMEZ & H J E RIVEROS 11850 SW 92ND LN MIA FL 33186 ROSANA SASS IM 185 SE 14TH TER #1811 MIA FL 33131 M M PEREZ 185 SE 14TH TER #1911 MIA FL 33131 10 • • • C-633 FORTUNE HOUSE CONDO, 185 SE 14TH TER,_WA FL 33131 2011 2111 2211 f�.{cU 2411 2511 2611 2711 2811 2911 • 2S ,Submlttod Into the publiC record in with Item Or) Jj-- '° Walter Foeman City Clerk WORTHINGTON HOLDINGS INC %CANO PROP INC 1581 BRICKELL AVE #1202 MIA FL 33129 GIOVANNI PUNZO 185 SE 14TH TER #2111 MIA FL 33131 ERNESTO ANDRADE 185 SE 14TH TER #2211 MIA FL 33131 ISLA BONITA INV 185 SE 14TH TER #2311 MIA FL 33131 TONY & FRANCESCO DI FABIO 185 SE 14TH TER #2411 MIA FL 33131 KANA INV HOLDINGS LTD 185 SE 14TH TER #2511 MIA FL 33131 A L & BLANCA RAVELO 185 SE 14TH TER #2611 MIA FL 33131 MARILDA L S TEIXERA 185 SE 14TH TER #2711 MIA FL 33131 CLARIBEL A & E C MONTOYA 185 5E 14TH TER #2811 MIA FL 33131 EAGLE RIVER COMM SA 185 SE 14TH TER #2911 MIA FL 33131 I * C7 G633 FORTUNE HOUSE CONDO, 186 S£ 14TH TER, MIA FL 33131 612 812 912 1012 1112 1212 1412 1512 • 26 Stibrnitted Into the public record Irl with itemt • c,l + ,I - i 5.�6 t� Wa€,' t 3--oeman City Clerk LUIZ C & S PESSOA 185 SE 14TH TER #1612 MIA FL 33131 JOAO F DE F GONCALVES M CARNEIRO & M MILANEZ 185 SE 14TH TER #712 MIA FL 33131 T SIQUEIRA CBARBOSA 185 SE 14TH TER #812 MIA FL 33131 GM&JC&EBIZET & SUSA 185 SE 14TH TER #912 MIA FL 33131 LUIS F & G C ANDRADE 9401 INDIAN CRK PKY OVERLAND PK KS 66210 ADRIANA R MADRINAN 185 SE 14TH TER #1112 MIA FL 33131 M A & A G RODRIGUEZ 185 SE 14TH TER #1212 MIA FL 33131 BELLA VISTA $CVS INC 185 SE 14TH TER #1412 MIA FL 33131 VIRGILIO C DE GASTRO 185 SE 14TH TER 01512 MIA FL 33131 1612 CARLOS & G SALMAN 7830 SW 83RD CT MIA FL 33143 J.1 -1233 10 C-633 FORTUNE HOUSE CONDO, 185 SE 14TH TER, MIA FL 33131 1712 1812 1912 2012 2212 2312 2412 2512 2612 0 27 Submitted r, c thO public recon item Ps with dk" i00IMan Cary GIVA CABRA CORP 185 SE 14TH TER #11712 MIA FL 33131 LEOPOLDO C & M CONDE 185 SE 14TH TER #1812 MiA FL 33131 PADDLE GROUP CORP 185 SE 14TH TER #1912 MIA FL 33131 6LDG INV ENT INC 185 SE 14TH TER 0-2012 MIA FL 33131 SAVARIOR C MOSS 131 W KENILWORTH AVE ROYAL OAK MI 48067 SOUTH EASTERN CAPITAL MGT 501 BRICKELL KEY DR #201 MIA FL 33131 M RI BAS SAM PAIO 185 SE 14TH TER 42312 MIA FL 33131 JUAN CARLOS HERNANDEZ 185 SE 14TH TER #2412 MIA FL 33131 ANDILU INV CORP 185 SE 14TH TER x#2512 MIA FL 33131 CLAUDIO BEGGI 185 SE 14TH TER #2612 MIA FL 33131 ?.-.`}33 0 • C-633 FORTUNE HOUSE CONDO, 186 SE 14TH TER A FL 33131 28 �tlbr itY r9 I ?*n the public record�ra%id ;� ,;.,,r ,'i��1 with lterli � �� b� � .�].� yilJl [��/"�il7I IJ/I��(. n 1'I-oo C,Ify Clil6( 2712 CONSUELO S HERRERA 185 SE 14TH TER #2712 MIA FL 33131 2812 WILSON GARCIA LOPEZ 185 SE 14TH TER #2812 MIA FL 33131 2912 M C PADROSA RIBAS 185 SE 14TH TER #2912 MIA FL 33131 613 PLANTATION USA INC 185 SE 14TH 'rER #613 MIA FL 33131 713 VIRGINIA I S & H CAMAROTA 185 SE 14TH'rER #713 MIA FL 33131 813 UNIT 813 FORTUNE HOUSE 185 SE 14TH TER #813 MIA FL 33131 913 LUMERCA INC 185 SE 14TH TER #913 MIA FL 33131 1013 TADEO PRADO & F ACEVEDO 185 SE 14TH TER #1013 MIA FL 33131 1113 DONALD K & GAIL M KING 185 SE 14TH TER #1113 MIA FL 33131 1213 DECIO DOS REIS 185 SE 14TH TER #1213 MIA FL 33131 11 • • 9 PARK PLACE AT BRICKELL SUBSTANTIAL MODIFICATION TO MAJOR USE SPECIAL PERMIT 00-1036 MINORITY CONSTRUCTION EMPLOYMENT PLAN September 7, 2001 y rs€esci i th 1"ae Public record irew : -qn with item 2-3 _ `d; a Cit} Cleik • • • • • BERMELLO, AJAMIL & PARTNERS, INC. Architects, Engineers, Flanning, Interior Design & Landscape Architecture MIAMI-DADE COUNTY AFFIRMATIVE ACTION PLAN AUGUST 2001 2601 South Sayshore Drive, Suite 1000, Miami, Florida USA 33133 Sub'�T!tt�) JA .;f4:.. public record dry s; 93r,: with lteiitn EZ_ -j._ 41.) j,i-j.., ' "i2Ae r 9 c.z; an My Cleric 859-2050 Fax: (305) 859-9638 (121) BERM ELLO•AJAMIL A PARTNERS -INC A R C R I T E C T U R E • E N G I N E E g I N A P L A N N I N G • I N T E R I a R D E S I G N • L A N A S S A P E A R C N I T 1 C T a R E DECLARATION OF POLICY In accordancewith Miami Dade Resolution No. 1049-93, Ordinance 82-37, and Ordinance No. 98- 30 amending Section 2-10.4 (5) (d) and Section 2-8.1.5 respectively, of the Miami Dade County Code, BERMELLO, AJAMIL & PARTNERS, INC, affirms its commitmentto submittal of an Affirmative Action Plan for the purpose of maintaining equal employment and promotional opportunity for the minority workforce in Miami Dade County by programmatic activities as well as subcontracting. e Willy A. Berm flo Chief Executive Officer BERMELLO, AJAMIL & PARTNERS, INC. Luis Ajamil Executive Vice President BERMELLO, AJAMIL & PARTNERS, INC. �a'j J Hilda Morelb `- Affirmative Action Officer BERMELLO, AJAMIL & PARTNERS, INC "1-31- 01 Frob'%001 Date Date Date Miami Dade County Representing Authority Date Submiz22`,.` 1. ° public record In with Itern Zt.�'.I, on Waltor i:=o ma�fj'n Yt 2601 SOUTH BAYSHORE DRIVE • 10TH FLUOR r MIAMI, FL 33133 • USA • 11ty-305.959-2950 • FAX09N%.9038 www.hamlaml.cam AAC030412• E30006314 LCAa 051.100000810 • • 1121) 8ERMELL0•A.IAMIL & PARTNERS *INC A R C H I T E C T U R E . E N S F N E E R I N C • F L A H N I N C • I N T F R 1 0 R A F S I R N • L A H 0 S C A P E ARC H I T 2 C T V R E July 31, 2001 MEMORANDUM TO: All Employees FROM: Willy A. Berme[lo RE: AFFIRMATIVE ACTION FLAN AS OF AUGUST 1, 2001 EQUAL EMPLOYMENT OPPORTUNITY POLICY STATEMENT: It is the policy of BERMELLO, AJAMIL & PARTNERS, INC. to base employment on merit, qualifications and competency and that its personnel practices will not be influenced by an applicant's or employee's race, color, place of birth, religion, national origin, sex, age, marital status, veteran or handicapped status. One of the management duties of all principals at BERMELLO, AJAMIL & PARTNERS, INC. is to ensure that the following personnel practices are being satisfied: 1. Take every necessary affirmative action to attract and retain qualified employees. 2. Maintain equitable principles in the recruitment, hiring, training, compensation and promotion of employees. 3. Monitor and review personnel practices to guarantee that equal opportunities are being provided to all employees. BERMELLO, AJAMIL & PARTNERS, INC. is committed to take affirmative action and aggressively pursue activities that will serve to enhance our total participation, in good faith, and enable qualified employees and applicants the opportunities available throughout this organization. 1. Declaration of Policy Regarding affirmative action. In accordance with Miami Dade Resolution No. 1449-93, Ordinance 82-37, and Ordinance No. 98-30 amending Section 2-10.4 (5) (d) and Section 2-8.1.5 respectively, of the Miami Dade County Code, BERMELLO, AJAMIL & PARTNERS, INC. affirms its commitment to submittal of an Affirmative Action Pian forthe purpose of maintaining equal employment and promotional opportunity for the minority workforce in Miami Dade 6060$jrdpr W69t'c activities as well as subcontracting.COrd �Ubllc lter>? o��"A-JAIL-4; i r? With • ; Vi&tfcr Fote-�r� an 2601 SOUTH BAYSHORE DRIVE • 10TH FLOOR • MIAMI, FL 33133 . USA 1 30'5=B50 2050 FAX 1-3Q4W40*38 www.6aMIRMI.OM AAC000412•EE0005304 _ iCpa002E1 •IS0000870 Page 2 Affirmative Action Memo 2. B&A's Affirmative Action Plan Officer BERMELLO, AJAMIL & PARTNERS, INC. has assigned Ms. Hilda Morello, in charge of Personnel, as the Affirmative Action Director to monitor all activities of this program. 3. Availability and location of Affirmative Action Plan The affirmative action plan is distributed as a memorandum to all employees on an annual basis. We ask that employees maintain this memorandum for their records. In addition, this plan is located in the employee manual within the Human Resources Department. 4. Procedures to Publicize Plan internally a. The Affirmative action plan is distributed on an annual basis in the form' of a memorandum. Employees are asked to maintain the plan in their personal file for future reference. b. A copy of the plan is also kept with the staff manual in the Human Resources Department. 5. Procedures to Publicize Plan Externally a. All employment advertising will include a statement of Equal Employment Opportunity. In addition, advertising will utilize Hispanic and Black media (e.g. Miami Times). b. With respect to use of art -time college students efforts have been made p $ � to include minority, women and African-American, candidates in the interview/hiring process (e.g. Florida Memorial College and other Black colleges). We have also printed up two brochures to distribute to colleges indicating our commitment to hire minorities. Bermello, Ajamil & Partners' Affirmative Action Plan, as approved by Miami Dade County, and established by the principals of the firm, is revised as the minimum effort that the firm will expend in promoting the use of disadvantaged and minority business in this community, and providing economic opportunities. The firm is and will continue to exceed the plan goals and objectives. The Affirmative Action Plan is based on the principals' belief that our Miami Dade County community can only improve if the lifestyles of every single disadvantaged group in the community is advanced. A commitment exists from our firm that as it grows and matures, special emphasis will besoughtto find and provide opportunities for professional, managerial and partnership opportunities for especially Black minorities. The firm has made positive strides in this endeavor. As one of South Florida's most diversified architectural/engineering firms, B&A has an ethnic and gender balance in the workforce that is a model for the industry: 67.34% of its workforce is Hispanic, 6.8% is African- American, and 43% is female, with many in senior positions. In addition, the partners of the firm "practice what they preach" by participating in community activities which are designed to promote the above stated objectives. Mr. Bermello is currently Chairman of the City of Miami's Urban Development Review Board. He was elected Chairman of The Latin Builders. Association in 1997. Mr. Bermello served as Chairman of the Florida �Cubmlft,nd imr) tht, 'pu, 11G �rocord iso; ��VJT11N0( 6h with Item - .1 �) 9 Page 3 Affirmative Action Memo Commission on Human Relations, State of Florida, where in 1997 he received the Civil Rights Advocacy Award for his participation in the Florida Civil Rights Act, while Mr. Ajamil has been elected to Black Economic Development Team Miami of the Beacon Council. The firm continues to support functions such as the Miami Negro College Fund and the Cuban American National Foundation. One of the most impbrtantthings thatthefirm has been doing is actively seeking women and African- American professionals in the fields of expertise that the firm is practicing. Sincerely, Willy A. Bermello, AIA, A1CP President �J �abr�itter� l�jto the public record in j,,(-`..zion with Item Z• �z r:',ierk STATISTICAL WORKFORCE /-ANALYSIS BERIVIELLO. AJAMIL & PARTNERS. INC t Na of Fi /V mature of thorized R sentative Willy A. Ber_mello, President _ Name of Principal July 31 2001 Date form.se WORK FORCE COMPOSITION (ETHNICITY AND GENDER) ANGLO ----T-MALE BLACK HISPANIC OTHER COMBINED TOTALS FJOBEGDRY FEMALE MALE FEMALE MALE FEMALE MALE FEMALE G-11-0 TBLACKFfiSP OTHER Principals and 3 - -- -- 8 2 - - 3 - 10 _ Managers 2.04% 6.80% 1.36% 0.68% 8.16% Registered 5 1 - -- 10 2 1 - 6 __ 12 1 Professionals 3.40% .68% 6.80% 1.36% .68% 4.08% 8.16% 0.68% (Not. incl. above) 3 2 -- 3 11 12 1 5 3 23 1 Other Professionals 2.04% 1.36% 2.04% 7.48% 8.16% .68% 1 3.40% 2.04% 15.64% 0.68% 12 5 4 1 24 18 1 17 5 42 1 Para Professionals 8.16% 1 3.40% 2.72% .68% 16.3% 12.2% 1 .68% 11.5% 3.40% 28.57% 0.68% - 5 1 1 2 8 - 1 5 2 10 1 Office and Clerical 3.40% .68% .68% 1.36% 5.44% .68% 3.40% 1.36% 6.80% 0.68% Others _ TOTAL. 21 13 5 5 57 42 1 3 34 10 99 4 BREAKDOWN 14.28% 8.84% 3.40% 3.40% 38.7% 28.5% 0.68% 2.04% 23.1% 6.80% 67.34% 2.72°0 TOTAL 148 - - putt c EMPLOYEES rs ";s Et`I BERIVIELLO. AJAMIL & PARTNERS. INC t Na of Fi /V mature of thorized R sentative Willy A. Ber_mello, President _ Name of Principal July 31 2001 Date form.se 0 Subm:tfi;,rl the publIa PROGRAMMATIC ACTIVITIES AND GOALS record If,, with Item c' ..ftf!F„� Wa' for i~oernan 1. RECRUITMENT/ADVERTISING City Clark All employment advertising will include a statement of Equal Employment Opportunity, In addition, advertising will utilize Hispanic and Black media (e.g, Miami Times), With respect to use of part-time college students, efforts have been made to include minority, women and African-American, candidates in the interview/hiring process (e.g. Florida Memorial College and other Black colleges). We have also printed up two brochures to distribute to colleges indicating our commitment to hire minorities. 2. HIRING PROCEDURES All positions will be filled without regard to race, color, religion, sex or national origin. BERMELLO, AJAMI L & PARTNERS, INC. is dedicated to a policy of equal employment opportunities for minorities. 3. PROMOTION PROCEDURES BERMELLO, AJAML & PARTNERS, INC. maintains equitable principals in the promotion of employees as stated in the Affirmative Action Plan. The Affirmative Action Plan is based on the principals' belief that our Dade County community can only improve if the lifestyles of every single disadvantaged group in the community is advanced. A commitment exists from our firm that as it grows and matures, special emphasis will be sought to find and provide opportunities for professional, managerial and partnership opportunities for all minorities. The firm has made positive strides in this endeavor. As one of South Florida's most diversified architectural/engineering firms, B&A has an ethnic and gender balance in the workforce that is a model for the industry: 67.3% of its workforce is Hispanic, 6.8% is African-American, and 43% is female, with many in senior positions. Two women are currently Partners in the firm; and five women have been promoted to Senior Associate level. We also hired a woman in April, 2001 as Director of Marketing. We continually monitor and review personnel practices to guarantee that equal opportunities are being provided to all employees, regardless of race, color, place of birth, religion, national origin, sex, age, marital status, veteran and handicapped status. 4. TRAINING BERMELLO, AJAMIL & PARTNERS, INC, provides training and continuing education opportunities to all of its employees regardless of their race, color, religion, sex or national origin. 5. PUBLICITY B&A has developed and printed an Affirmative Action brochure which we are sending to colleges throughout the country to show our commitment to hiring of minorities. In all external publicity materials, an Affirmative Action statement will be included with the printed material. In addition, is where pictures are used, minorities will be included. 8 E R M E L L 0 A J A M I L & P A R T N E R S • I N C 6. PROCUREMENT POLICIES The entity of BERMELLO, AJAMIL & PARTNERS, INC., earns gross revenues in excess of $5 million 10 annually. The firm has substational workforces and utilizes Minority and Women -owned firms for printing, photography, public relations, advertising, promotion, and professional consultant services. To assure that we do not discriminate against minority and women -owned businesses in the procurement of goods, supplies and services, we utilize the Minority Business Enterprise Directory published by the County. Minority businesses are selected from the Directory according to the goods, supplies and services needed for projects the firm is awarded. B&A has and continues to solicit minority firms to bid on contracts for services. Attached is a listing of such minority entities. • ��: ho ?ire public } o 4i` 'c with item FiC.ior!'1aii City Clerk `� Ir , �. �. 9 E R M E L L 0 A J A M I L a P A R T N E R S I N C UTILIZATION OF LOCAL MINORITY BUSINESSES ON MIAMI DADS COUNTY WORK Firm Name: BERMELLO, AJAMIL & PARTNERS, INC. Amounts Paid to Minority Firms Description of Date Contract Authorized Expiration Minority 01/1997 - 12/1997 01/1998- 01/1999 - Present Contract Awarded Amount Work Date Firm Type Minority Firm Name 12/1998 Award Paid Award Paid Award Paid DCAD - 7/7/92 $5.B Mechanical 7/99 Hispanic SDM Consulting $160,171 $210,168 $74,827 Concourse A Donnell, DuQusne & million & Electrical $6,000 — �.. Structural Hispanic Donnell, DuQuesne & _ $68,309 _ $104,437 $25,292 3/98 $204,000 Structural continuous Hispanic Donnell, DuQuesne & _ $5,770 $1,330 Albaisa FIU Minor 6/96 varies Mechanical 11/99 Hispanic Hufsey-Nicolaides- _ 25% 25% 25% Project and electrical Garcia -Suarez 2/99 _ Mechanical & 2107 Structural Eng. Hispanic Donnell, DuQuesne & — 15% $121,401 15% 15% million Electrical _ Garcia -Suarez � Albaisa Miami Beach 7197 $546K Surveying 12198 Woman Weidener Surveying — _ $13,192 _ $11,660 Beautification Donnell, DuQuesne & _ _ _ $177,000 0- Landscaping Woman Curtis & Rogers _ $9,110 _ $4,732 _ $13,115 Venetian 1/9g C,, $2.8 Surveying 9/99 Woman Weidener Surveying $5,408 _ $114,877 _ $33,803 Causeway v million - Public Hispanic David Fierro _ _ _ $26,264 Relations �' underwater - Native Infrastructures $23,025 $23,904 e� Inspectors American _ - AA -Wst Class/ Fi t / a.1 - $21 OK Mechanical & 3/99 Hispanic Hufsey-Nicolaides- _ $30,900 Consular Consular Lounge C � a G3 Electrical _ Structural Hispanic Donnell, DuQusne & $6,000 �.. Albaisa _ University of 3/98 $204,000 Structural continuous Hispanic Donnell, DuQuesne & _ $5,770 $1,330 Miami School of Albaisa Business Doral Country 2/99 $1.32 Mechanical & 2107 Hispanic H ufsey-Nicol aides- $121,401 $12,300 Club -Marriott million Electrical _ Garcia -Suarez � Arch Structural Hispanic Donnell, DuQuesne & _ _ _ $177,000 0- . UTILIZATION OF LOCAL MINORITY BUSINESSES BERMELLO, AJAMIL & PARTNERS, INC. endeavors to utilize Minority/Women-awned firms for printing, photography, public relations, advertising and promotion, and will continue to solicit minority firms to bid on contracts for services, (See attached listing) The following lists some of our contributions to minority entities: • 6.8% Of B&A'S Staff is Black • B&A has contributed the following Pro -Bono work: • Overtown Advisory Board - Computerized presentation of Overtown Redevelopment Plan 0 0 shows) • Space Planning for City of Miami's N.E.T, office in Overtown • Douglas Apartments District Task Force -Computerized presentation • Offered mentoring and proposal coordination to Architectural Design Consortium (a Black architecture company) for the African-American Library project. Support included: - guidance with structure/composition of the team - guidance regarding doing associated homework; visiting site and personnel to determine important issues to address - format and content of the initial submittal - support/training the office person producing the submittal; frequent phone conversations - review of the submittal with suggestions for edit; actual edit of cover letter - guidance/supportof technical submittal; suggestions on formatting; what/how to request info from subs; actual hands-on production and editing support - guidance on presentation content and personal presentation skills - designed and produced the multimedia presentation with our personnel and equipment provided personnel and equipment on site for multimedia presentation • B&A Advertises in the Miami Times • B&A Participates in the SER -JOBS Program for On -The -Job Training of Minorities in entry-level positions Submitt0d into the publio • B&A Recruits Annually at Florida A&M's College of Architecture record in t;onc'cticrl with item on u 1- r s- �ie itor Focrnan City Clek 13 E R M E L L 0 A J A M I L & P A R T N E R S 1 N 0 • 0 • + Professional Consultants - Over the years, B&A has retained the services of the Following Black professionals: Slack Professional Consultants George Knox, Attorney Darryl Sharpton, CPA PAWA Complex Unison Consulting PEER Consultants Architectural Design Consortium Hammond & Associates Nifah & Partners, Inc. Hispanic Professional Consultants Louis Aguirre & Associates Hufesy-N ico laides-Garcia-Suarez Rafeal Pena Women -Owned Professional Consultants Alina T. Ferrer Susan Holland Associates Weidener Surveying & Mapping Judson & Partners Jimmie Allen Williams Russell Johnson Dickey Consultants Civil-Cadd, Inc. Joseph Middlebrooks & Assoc. JJ Sosa & Associates Donnell, DuQuesne & Albaisa Manuel Vera & Associates Fraga Engineers San Martin & Associates + Willy A. Bermello Endowed 'Teaching Chair Miami Dade Community College/Black or Hispanic Teacher - Fine Arts Endowment ........................................ $45,000.00 + Commissioner, Florida Human Relations Commission Willy A. Bermelto served (7) years as Commissioner, Florida Human Relations Commission, elected Chairman in 1992 and awarded the 1992 Civil Rights Award. + From 9997 to present, B&A has contributed to the following civic organizations / entities: Cuban American National Foundation Latin Builders Association, Chairman City of Miami Urban Development Review Board Civil Rights Advocacy Group Children's Psychiatric Center - Christmas Gift Foundation March of Dimes Camillus House Miami -Dade Christian Coalition Boys & Girls Club Multiple Sclerosis Foundation United Way of Miami Dade County Hospice NE Hadlow Anti -Defamation League Subrnitfied Into the ptdblie rec0rrd 1D cnrt�r9C £ion with Item _P ? ti•_. on, 11.L � •o r -4tater Focman �W Clark • In 9999, B&A promoted one African-American to a Director position. • Since 2000, B&A promoted two women to Associate level; five women to Senior Associate positions; and two women to the Partner level. J k t' P 6 E R M 5 L L 0 A J A M I L & P A R T N E R S I N C L r • Advanti & Associates (Printing) Contact: Glenn Diston 5 624 NW 79th Ave. Miami, FL 33166 477-6010 RC Enterprises* Contact: Rick Riley Ft. Lauderdale, FL 954/340-7585 PFAFFCO * Kimberly Pfaff 759 N.W. 24th Street Miami, FL 33127 635-0986 Bugdal Group, Inc.*** Contact: 7308 SW 48 Street Miami, FL 33155 665-6686 Curtis, Rogers Design Studio*** Contact: Aida Curtis 2982 Grand Avenue, #301 Coconut Grove, FL 33131 442-1774 Nancy Robinson Watson *** Photographer 609 Ocean Drive #7-H Key Biscayne, FL 33149 361-9182 * Black ** Hispanic *** Female i Minority Vendors (Partial Williams, Russell & Johnson* Contact: Ty one Williams 3900 NW 9" Street, Suite 501 Miami, FL 3166 599-1666 Metropoiita Printing ** Contact: Hector Infante 3399 N.W. 2nd Ave. Miami, FL 13122 471-9826 Original Impressions ** Contact: Lu s Rodriguez 12900 S.W. 39th Court Miami, FL 33176 233-1322 Pat McNees Environmental*** Contact: Pat McNees' Key West, F 33054 305/453-536.2 Ja-Mar Creat ons, Inc. *** Toner Cartri ge Specialists 3178 Pembroke Road Hallandale, 11 33009 961-3233 Judson & Par hers* Contact: Clyde Judson .2730 SW V Avenue, #203 Miami, FL 33129 858-7070 �Jbtll't$'rAr',, WI�� ,, cj �1,Pubire � i. V.:,� }fit wth r d"i�3l�d�ri cj. i l� .I; •Y ! 4. B E R M E L L 4 I N C • • GRIEVANCE PROCEDURI It is the Firm's desire to maintain the pleasant relationship thz members of the staff, striving to make B&A a worthwhile plat Personnel Manual states that if any misunderstanding arises, or a of employment, wage rate, promotions, or any other problems she Hilda Morello, Personnel Director, located on the 10th floor, or 40 has always existed between all of employment. Our Employee y complaints about the condition ald be discussed immediately with ny of the Associates. item s�7a GhY Clork ppi '� fp B E R M E L L 0 A J A M I L & P A R T N E R S I N C • PROGRAM REPORTIN All employmentand other related statistics and/or other re hours ' tkoatap to at Affirmative ty government will be available for inspection during norma{ working i appropriate representatives. Please contact: Ms. Hilda Morello, Personnel Director Bermello, Ajamil & Partners, Inc. 2601 South Bayshore Drive 14th Floor Miami, 'Florida 33133 (305) 859-2050 Location of Records and Contact Person All employee personnel records and files are in the custody of Hilda Morello, Personnel Director and Affirmative Action Director. i rillecord i, dac Vf Re r,i r _a,�ro� With i C A R T N E R S � ns 8 E M E L L 0 • A J A M 1 L & i i AFFIRMATIVE ACTION POLICY FOR EQUAL EMPLOYMENT OPPORTUNITY AFFIRMATIVE ACTION! ORTUNITY -POLICY STATEMENT EQUAL PMPLOYMENT OPPmotions on merit, It is the policy of gERMELLO, y and t PARTNERS, practices NC. to base its will g otdbe influenced byte$ qualifications and competency and that i personnel ,applicant's or employee's race, color, place of birth, religion, national origin, sex, age, manta status, veteran and handicapped status. the management duties of all principals at BERMEL O: AjAMiL & PARTNERS, INC. is to One of g personnel practices are being sats ensure that the following p ever necessary affirmative action to attract and retaiI qualified marital status, veteranand less Take y . of race, color, place of birth, religion, national origin, sex, g handicapped status• compensation and 2. Maintain equitable principles in the recruitment, hiring, training, p promotion of employees, guaranteeeoief opportunities being ng 3. Monitor and review personnel practices to color, pacf brth, religion, national origin, provided to allatus, veteranrdless of face and handicapped status. sex, age, maritall status, on pursueBERMEcti ADAM 1L & PARTNERS, INC. is committed to take affirmative s opportunities tiaaggressivelyi le pursue activities that will serve to enable all employees and app throughoutthis organization. or any 'Individual, espite Clearly, the above actions cannot be accomplished as a seconc BERMELLO, AJAMIL & PARTNERS, the full support of management. And so, to monitor our efforts, INC. has assigned one of its Associates as the Affirmative Action Director to monitor all activities of this program. may contact Hilda Morello at 859-2050 regarding this Affirmative Action Policy. y DATi":ul 31 2001 (Signature Itle) \A) Willy Berm llo, President "ubmitted crit© the public record in with item P .2 on if s�-gel an s E R M E L L 0 A J A M i & P A R T N E R S 1 N L 1933 • PROMOTION OF MINORITIES WITHIN THE FIRM The Affirmative Action Plan i5 based on the priadvanfia edbelief roup in t ur D community iscommunity advanced�a sinle disadvantaged A only improve if the lifestyles of every gg i;be commitment exists from our firm that as it grows and merual sa d c[i opportu it estforfial and provide opportunities for professional, manag partnership minorities. The firm has made positive strides has an endeavor. and gender bala nceFin theFlorida's workfor e diversified architectural/engineering firms, $& that is a model for the industry: 67.34% of its workforce is Hispanic, 6.8% is African-American, and 43% is female, with many in senior positions. as five women as We have promoted within the firm two women review position practices to gularantee that equal Senior Associates. We continually monitor a PonneLace of birth, religion, opportunities are being provided to veteran and handicapped eoalecapped stat ss of race, color, p national origin, sex, age, marital status, H: \ F4RM51Affi rm-99.wpd Submift,90 filo publi0 record in ith hern -fm man A (,'Qv Geri( 0 • • PARK PLACE AT BRICKELL SUBSTANTIAL MODIFICATION TO MAJOR USE SPECIAL PERMIT 00-1036 TRAFFIC IMPACT ANALYSIS • Prepared for: Park Place LLC. Prepared by: Jackson M. Aistedt P.E. September 7, 2001 • tho public record in connocfion vvith Item onit.1 Walter- Fooman City Clerk • PARK PLACE AT BRICKELL TRAFFIC IMPACT ANALYSIS Prepared For PARK PLACE LLC 848 Brickell Avenue, Suite 1010 Miami, Florida 33131 by Bermello, Ajamil & Partners, Inc. 2601 South Bayahore ©rive Suite 4000 Miami, Florida 33133 (305) 859-2050 Updated June 2001 iubmitt j irao the public record in conm,,�'cflon with item on LL. J 5-01 Walter Foeman City Clerk Jackson M. Ahlstedt, P.E. Florida Registration #28258 i (51A al�rAi, 3 0 PARK PLACE AT BRICKELL TRAFFIC IMPACT ANALYSIS Prepared for PARK PLACE LLC: 848 Brickell Avenue, Suite 1010 Miami, Florida 33131 by Bermello, AjaMil & Partners, Inc. 2601 South Bayshore Drive suite. 1000 Miami, Florida 33133 (305) 859-2050 Updated .lune 2001 Subm!ttod into the public record iri with item z - on . r.�k-Oj- V°k.Jtc.r i=oeman City Clerk Jackson M. Ahlstedt, P.E. Florida Registration #28258 Y • TABL F CONTENT • Submitted In! '0 tho public record in c onnoction with item on �- IS_® -A Fooman C ify-Clerk #: 3 .. - x �• 1.0 INTRODUCTION .............................. . ........... 1 2.0 . .. . . PURPOSE OF STUDY........................... . 3.0 . ....... 2. ....... STUDY AREA 4.0 ...................................... 2 EXISTING CONDITIONS ...... I ........................ . ........ 6 4.1 EXISTING. ROADWAY CONDITIONS 6 ...... . ......... . ......... 4.2 EXISTING SIGNAL TIMING 8 ............................. ... 4.3 EXISTING TRAFFIC COUNTS 8 ........................ 4.4 MASS -TRANSIT ........ I , ........... I .................... 4.5 EXISTING LEVEL OF SERVICE ................... 13 13 5.0 . .......... TRIP GENERATION........... 6.0 ............. . ........... TRIP DISTRIBUTION AND TRAFFIC ASSIGNMENT ................... 17 21 7.0 PROGRAMMED AND PLANNED ROADWAY IMPROVEMENTS .......... 23 8.0 FUTURE TRAFFIC CONDITIONS ................................ 23 9.0 FUTURE TRAFFIC AND PROJECT TRAFFIC CONDITIONS ............ 28 10.0 ON -STREET PARKING 11.0 .......................................... PEDESTRIANS 33 12.0 ................................................. PROJECT SITE PLAN 34 ......................................... 12.1 PROJECT DRIVEWAYS 34 ................................... 12.2 PROJECT LOADING DOCK 34 35 . ................................ 12.3 PEDESTRIAN ACCESS 36 13.0 ......... . .......................... CONCLUSIONS ................................................ 36 Submitted In! '0 tho public record in c onnoction with item on �- IS_® -A Fooman C ify-Clerk #: 3 .. - x �• LIST QF TABLES TABLE 1 PROJECT DATA ............................................... TABLE 2 1 1999 AVERAGE ANNUAL DAILY TRAFFIC (AADT) VOLUMES IN VEHICLES PER DAY (VPD) ..................... 8 . ...... TABLE 3 EXISTING PM PEAK HOUR TURNING MOVEMENT COUNT DATA 10 TABLE 4 ....... 2000 AVERAGE ANNUAL DAILY TRAFFIC (AADT) VOLUMES IN VEHICLES PER DAY (VPD) ........................... 11 TABLE 5 EXISTING INTERSECTION LEVEL OF SERVICE WEEKDAY PM PEAK HOUR CONDITIONS ..:..........:............ 14 TABLE 6 EXISTING LINK LEVEL OF SERVICE ........ ....................... 16 TABLE 7 TOTAL PROJECT TRAFFIC .......... , ,...... 18 TABLE 8 .................... EXTERNAL TRIPS .............,, , . ................. 19 ........,. TABLE 9 FINAL EXTERNAL PROJECT TRAFFIC ....................... 20 . TABLE 10 .. ' .. PEAK HOUR PROJECT TRIP DISTRIBUTION ........... 21 . TABLE 11 ........... ' PROGRAMMED AND PLANNED IMPROVEMENTS ...... . ..... . ...... 23 , TABLE 12 FUTURE PM PEAK HOUR INTERSECTION VOLUMES .. ............ TABLE 13 FUTURE INTERSECTION LOS W/O PROJECT WEEKDAY PM PEAK HOUR CONDITIONS .......................... 25 TABLE 14 FUTURE LINK LEVEL OF SERVICE WITHOUT PROJECT .............. 27 TABLE 15 FUTURE PM PEAK HOUR INTERSECTION VOLUMES ............... 29 . TABLE 16 FUTURE INTERSECTION LOS WITH PROJECT WEEKDAY PM PEAK HOUR CONDITIONS .......................... 30 TABLE 17 FUTURE LINK.LEVEL OF SERVICE WITH PROJECT .................. 32 TABLE 18 EXISTING ON -STREET PARKING, . ............................... 33 TABLE 19 AM AND PM PEAK HOUR DRIVEWAY VOLUMES .................... 35 TABLE 20 INTERSECTION LEVEL OF SERVICE. SUMMARY WEEKDAY PM PEAK HOUR CONDITIONS 39 ........ . ................. Submlttod into the pubtfo record In ootir•motlon with item ?• . on waiter Foaman City Cleric • -WO-T- Of FIGURE FIGURE 1 PROJECT LOCATION ............................................. 3 FIGURE 2 STUDYAREA .................................................. 6 FIGURE 3 INTERSECTION CONFIGURATIONS ......... . ...................... 7 FIGURE 4 EXISTING TRAFFIC ............................................ 11 FIGURE 5 EXISTING LEVELS OF SERVICE ................................... 14 FIGURE 6 PROJECT TRAFFIC ASSIGNMENT ................................ 22 FIGURE 7 FUTURE LEVELS OF SERVICE WIO PROJECT ...:.................. 26 FIGURE 8 FUTURE LEVELS OF SERVICE WITH PROJECT ..................... 31 Submitted Into the public record in connection with Item Z•s on Waiter Foeman City Clerk . ,2 3, 3 EXECUTIVE SUMMARY Park Place At Brickell is a two phase development consisting of apartments, retail, restaurant and parking. The site is located on SE 15th Road between Brickell Avenue and South Miami Avenue. The proposed development consists of 818 dwelling units, 7,676 sf of retail, 22,238 sf of restaurant and 1,408 parking spaces. The analysis contained in this,report is an update of the original submittal dated June 2000, The update consists of the following: • Revised estimates of project traffic based upon the revised development program; • Revised traffic assignments based upon assumed restricted movements on South Miami Avenue between SE/SW 13th Street and SE/SW 15th Road; • Revisedtraffic assignments based upon assumed restricted movements on westbound SE1SW 15th Road between South Miami Avenue and SW 2nd Avenue; and, • Revised level of service analysis for conditions with the revised project. Analysis of existing and future roadway and intersection levels of service with and without the project indicate that, for the most part, .in the future there will be little or no difference_ in levei'of service with or without the. project. Additionally, the analysis indicates that the most pronounced impacts of the project can be reasonably mitigated through minor improvements such as signal retiming. With regards to concurrency, a level of service analysis was conducted using the techniques contained in the adopted Transportation Element o the Miami Commive Ngighborhood Plan 1989-2000. These techniques are contained in the City of Miami publication Trans arta 'on Co ors: M etin the Challenge e f Gr wt Management in Miaml as revised September 1990. This analysis concludes that there is sufficient transportation system capacity in the Brickell Avenue Corridor to accommodate the proposed project and. still maintain an acceptable level of service. Subinii„-,.1 `. ¢ the public record ht with iters z• on 11:_ls-0! Walter 1=oeman City Clerk 1.0 INTRODU64 0 Park Place At Brickell. is a two phase development consisting of apartments, retail, restaurant and parking. The site is located on SE 16th Road between Brickell Avenue and South Miami Avenue as shown in Figure 1. The proposed development consists of the following components: TABLE 1 PROJECT DATA The residential component of the project consists of rental apartments. Retail and restaurant space is intended to support residents and also draw from pedestrian traffic along Brickell Avenue, SE 15th Road and South Miami Avenue. This pedestrian activity results primarily from neighborhood activity. As planned, primary access to the site is proposed to be via driveways connecting to 15th Road and South Miami Avenue. In addition, there are loading docks serving the project. All loading docks are internal to the site. All loading docks are accessed by an alleyway connecting to SE 14th Terrace with a secondary exit available via a curb -cut on Brickell Avenue. The proposed development consists of two phases. For purposes of this traffic impact analysis, ultimate build -out has been estimated to occur by the year 2005. BERIVIEL.Lo, AJAMIL & PARTNERS, INC. Park Place At Brickell '3�ubmllted Into the pubile ,lune 26,2001 rocord in COMIec5 on with Page 1 iters ? -� Ori A�.,Q�_ Vicar',c !- ioc an City Clerk MAO: { 1 / h + rry }p a9 { ki w.! RESIDENTIAL Studios 16 DU 1 bedroom 307 DU 2 bedroom. .434 DU 3 bedroom 61 DU TOTAL 818 DU RETAIL 7,676 GSF RESTAURANT 22,238 GSF PARKING 1,408 SPACES The residential component of the project consists of rental apartments. Retail and restaurant space is intended to support residents and also draw from pedestrian traffic along Brickell Avenue, SE 15th Road and South Miami Avenue. This pedestrian activity results primarily from neighborhood activity. As planned, primary access to the site is proposed to be via driveways connecting to 15th Road and South Miami Avenue. In addition, there are loading docks serving the project. All loading docks are internal to the site. All loading docks are accessed by an alleyway connecting to SE 14th Terrace with a secondary exit available via a curb -cut on Brickell Avenue. The proposed development consists of two phases. For purposes of this traffic impact analysis, ultimate build -out has been estimated to occur by the year 2005. BERIVIEL.Lo, AJAMIL & PARTNERS, INC. Park Place At Brickell '3�ubmllted Into the pubile ,lune 26,2001 rocord in COMIec5 on with Page 1 iters ? -� Ori A�.,Q�_ Vicar',c !- ioc an City Clerk • 2.0 PURPOSE #STUDY The primary purpose of this study is to assess. the impacts of vehicular traffic on signalized intersections and roadways within the study area due to the proposed development by conducting a roadway link and signalized intersection level of service analysis. In addition, the report provides a general assessment of project impacts on parking and pedestrians. Specific items discussed are as follows: • Existing traffic volumes and levels of service for major roadways within the study area; is. Number of trips generated by the proposed project and the distribution of these trips within the study area network. Future background and project traffic conditions and levels of service; • Determination of whether the impacts .of the proposed project exceed the City of Miami concurrency standards, and solutions to mitigate adverse impacts, if any; See Appendix H for an analysis of the Brickell Corridor. . Determination of project impacts on on -street parking; and, • Determination of project impacts on pedestrians. 3.0. STUDY AREA The study area's boundaries were defined to include: the Miami River as the northern boundary, SE/SW 26th Road as the southern boundary, Biscayne Bay as the eastern boundary, and 1-95 as the western boundary. Figure 2 shows the signalized intersection and roadway links which are most significant to the project. These include the following intersections: SE 8th Street and South Miami Avenue SE 7th Street and South Miami.Avenue SE 8th Street and Brickell Avenue SE 8th Street and Brickell Avenue SW 15th Road and South Miami Avenue SE 15th Road and Brickell Avenue SW 15th Road and SW 9 st Avenue The roadway links include the following: SE Sth Street from South Miami Avenue to Brickell Avenue Submitted Into ths,�, pubdie rocord irl with item oil fif.M-hL Walter Foontan Gily Clerk EERMELLo, AJAMI & PARTNERS, INC. Park Place At Brickell June 26, 2601 Page 2 �`3 • SE 7th Stree'Pram South Miami Avenue to Brickeii Avenue South Miami Avenue from SW 26th Road to SE 8th Street Brickeii Avenue from SW 26th Road to SE 8th Street SE 15th Road from SW 4th Avenue to Brickeii Avenue Submitted into the public record in COr'nec inrt with itern P?„ -3w to 1--'ooman t' BERMELLo, AJAMIL & PARTNERS, INC, Park Place At Srickeli .lune 26, 2001 Rage 3 i 2233 J - Q. • • • FIGURE 1 PROJECT LOCATION BERMELLO, AJAMIL & PARTNERS, INC. Park Place At Bdckell Submitted into the publle ,aurae 26, 2001 Page 4 record in connecdon with item fL! joy ra �d lAfti!i.61� ti..��i�li lCdlR IR?rk • • FIGURE 2 STUDY AREA SERMl LLL, AJAMIL & PARTNERS, INC. bark Mace At Brickell Submitted into the pUbliC .tune 26, 2007Page 5 record in connection with item _ on t 2.313 ' ., rif 4.0 EXISTING CRDITIONS - 0 The study area wassurveyed to observe existing traffic conditions, identify parking. locations, identify traffic counts locations, and to collect traffic count data. 4.1 EXISTING ROADWAY CONDITIONS Key roadways in the study area include Brickell Avenue, South Miami Avenue, SWISE 8th Street, SWISE 7th Street and SWISE 13th Street. Brickell Avenue (SR SIUS 1) is a four lane divided roadway orientated in. a general north/south direction. It contains a large number of signalized intersections. From SE 12th Street north to the Miami River, South Miami Avenue is a one-way northbound roadway. South of SE 12th Street South Miami Avenue is two-way. Adjacent to the site, South Miami Avenue has two travel lanes plus a parking lane on the west side of the street. The posted speed limit on South Miami Avenue is 39 MPH. SWISE 7th Street (SR 90ITamiami Trail) 1s.a. one-way roadway with three westbound lanes. SWISE 8th Street '(SR 901Tamiami Trail) is a one-way roadway with three eastbound SWISE 13th Street (SR 972/Coral Way) is a two-way roadway with two lanes in each direction. East of SW 2nd Avenue, the posted speed limit on SWISE 13th Street is 35 MPH. West of SW 2nd Avenue the posted speed limit is 40 MPH. Located to the west of the study. area is Interstate 95. Area access to and from 1-95 is via SW 7th and 8th Streets. SWISE 15th Road is a two-way roadway with two lanes in each direction. The lane configurations for each of the intersections to be analyzed are shown in Figure 3. BEFULLo, AJAMIL & PAR°rNIERS, INC. Park Place At Brlckeli June 26, 2001 Jubrnittod into thc public Pages record in connection with item PZ4 on =: Walter Foeman : City Clerk • 10 10 it Ah StlM aml Avenue 040. 8th SUMlaml Avenue �w 12th SVMWnt Avenue 13th SVSW let Avenue H40 15th RdISW 1stAvenue 7th &VB*kell Avenue ::t ++�� P 0 StBrlckell Avenue Ai, 4.- 1 3th .-13th StlMlaml Avenue 13th Stl *kelt Avenue 15th RdfMlaml Avenue 15th RdGrlckell Avenue FIGURE 3 INTERSECTION CONFIGURATIONS $ERMELLO, AJAMIL & PARTNERS, INC. Park Place At Brickell J u no 26, 2001 Submitted into the pub[ Page 7 record in connection with Item f—& -A on _1i- 15'0 4i * Walter i=ceman City Clerk 4.2 EXISTING SIGNAL TIMING Existing signal timing data for the signalized intersections to be analyzed was obtained from the Miami -Dade County Traffic Control Center. This data was used in the intersection capacity analysis to. determine each intersection's level of service (LOS). 4.3 EXISTING TRAFFIC COUNTS There are 6 existing Florida Department ofTransportation (FOOT) traffic count locations within the study area. Data for these traffic count locations is summarized in Table 2. TABLE 2 7999 AVERAGE ANNUAL DAILY TRAFFIC (AADT) VOLUMES IN VEHICLES PER DAY (VPD) Source: Florida Department of Transportation, District 6. Additional traffic count data was collected consistent with other approved MUSPs. Turning movement counts were obtained at the intersections of SE 7th Street and Brickell Avenue and SE 8th Street and Brickell Avenue,, traffic counts were collected on Thursday, July 29, 1999 between 4:30 - 6:30 PM.. For the intersections of SW 7th Street and South Miami Avenue and SUIT 8th Street and BERMELLO, AJAMIL & PARTNERS, INC. Park Place At Brickell Submitted into tete publl® June 2page s record p �ire connection with stein L.ft. �` on — A -1 —1233 Walter Foeman City Clerk 15,500 a6 SR 9721SE 13TH STREET.= WEST EB 7,200 WB 8,300 OF SR 5/US-1 550 SR SIUS-1 200' SOUTH OF MIAMI RIVER NB 15,500 SB 17,000 32,500 BRIDGE 5041 SR 5/1.18-1 200' SOUTH OF SE 13TH NB 12,000 SB 14,000 26,000 STREET 5042 SR 51US-1 200` SOUTH OF SE 8TH NB 12,600 SB 16,500 129,000 STREET/SR 9o1TAmiAMi TRAIL 5090 SR 901US411SW 8TH STREETIONE- EB 13,500 WB 0 13,500 WAY EB 200' WEST OF SR 5/US-1 5091 SR 90/US-41/SV118TH STREETIONE- EB 0 WB 91900 9,900 WAY WB 200' WEST OF SR 51US-1 Source: Florida Department of Transportation, District 6. Additional traffic count data was collected consistent with other approved MUSPs. Turning movement counts were obtained at the intersections of SE 7th Street and Brickell Avenue and SE 8th Street and Brickell Avenue,, traffic counts were collected on Thursday, July 29, 1999 between 4:30 - 6:30 PM.. For the intersections of SW 7th Street and South Miami Avenue and SUIT 8th Street and BERMELLO, AJAMIL & PARTNERS, INC. Park Place At Brickell Submitted into tete publl® June 2page s record p �ire connection with stein L.ft. �` on — A -1 —1233 Walter Foeman City Clerk a= w CD - ro O=r C� TABLE 3 EXISTING PM PEAK HOUR TURNING MOVEMENT COUNT DATA w - ro TABLE 3 EXISTING PM PEAK HOUR TURNING MOVEMENT COUNT DATA c� c S m NOTES: NA- Movement Not Available m o 0�m 1,053 til NA NA 437 115 NA 843 1.282 WA 934 105 301 88 0 2 67 27 122 24 200 11 161 20 NA NA NA NA NA SW 7th St and 565 270 NA NA NA S. Miami Avenue SW 8th St acrd NA 597 41 NA NA NA 198 621 NA NA S. Miami Avenue SE 71h St and 427 2,159. 36 38 1,422 340 NA NA NA 114 Brickell Avenue SE 81h Stand NA 1,739 260 284 1,263 NA 396 277 203 399 BrickBii Avenue SW 13th St and 62 NIA 23 52 135 290 NIA 510 44 30 SW 1St Avenue SW 13th St and 86 189 59 16 142 234 109 373 38 31 S. Miami Avenue SW 13th St and 159 1,286 31 67 1,426 526 306 59 91 120 Mckell Avenue SW 12th St and 0 269 0 1 269 9 15 0 10 0 S. Miami Avenue SE 15th Rd and 58 5a5 59 33 4,543 51 31 56 115 131 Dickell Avenue SE 15th Rd and 80 96 32 20 221 17 10 183 224 55 S. Miami Avenue SW 15th Rd and NA NA NA 125 NA 49 6 282 NA NA SW istAvenue SW IM Rd and 5 7 21 63 121 S 2 48 9 36 SW 4th Avenue c� c S m NOTES: NA- Movement Not Available m o 0�m 1,053 til NA NA 437 115 NA 843 1.282 WA 934 105 301 88 0 2 67 27 122 24 200 11 161 20 • • FIGURE 4 EXISTING TRAFFIC SSRMELLO, AJAMIL & PARTNERS, INC. Park Place At Srlckell June 26, 2001 < 7� Li into the public ('age 12 record in connection with iters � 'j err11011r-01-� Walter i=caemarl .A C4 Clark • i 4.4 MASS'TRA The study area is served by an extensive mass transit network. There are several Metrobds routes servingthe stud area including routes 6, 8, 24, 48, 98, y 9 and B. Metromover also serves the study area. The closest Metromover station is the Financial District Station located on SE 14th Street between Brickell Avenue and South Miami Avenue. This station is approximately one-half block from the proposed project. Each Metromover car.has a seated capacity of 12 people. Cars are operated in pairs. Metromover vehicles operate at a 150 second headway. The closest Metrorail station is the Brickell Station located at 1001 SW 1 st Avenue. 4.5 EXISTING LEVEL OF SERVICE Each of the intersections were analyzed to determine the level of service. The Highway Capacity Manual (HCM) 1997 methodology based Highway Capacity Software, MCS Version 3.1 was used. The results are shown in Table 5 and on Figure 5. The intersection level of service analyses are included in Appendix A. BERIIAELLO, AJAMIL & PARTNERS, INC. Park Place At Brickell June 26, 2041 Submittod into the PON: Page 13 record in connection with item �'� on It IS* DI 1 � Wallcr Foeman 0itir Cleric 0 • 1J TABLES EXISTING INTERSECTION LEVEL OF SERVICE WEEKDAY PM PEAK HOUR CONDITIONS RERMELLO, AJAMIL & PARTNERS, INC. Park Place At Brickell June 26, 2001 Submitted into the publiC Page 14 record in conricctien with item 2' on W,,j,ter Fooma�n/_ �j mill! Brickell Avenue and SE 7th Street D Brickell Avenue and SE 8th Street F Brickeli Avenue and SE 13th Street C S. Miami Avenue and SE 7th Street D S. Miami Avenue and SE 8th Street B SW 1st Avenue and SW 13th Street B S. Miami Avenue and SW 13th Street B S. Miami Avenue and. SW 12th Street A Brickell Avenue and SE 15th Road B S. Miami Avenue and SE1SW 3501 Road B 5W 1st Avenue and SW 15th Road A SW 4th Avenue and SW 15th Road C RERMELLO, AJAMIL & PARTNERS, INC. Park Place At Brickell June 26, 2001 Submitted into the publiC Page 14 record in conricctien with item 2' on W,,j,ter Fooma�n/_ �j mill! • FIGURE 5 EXISTING LEVELS OF SERVICE BERMELLo, AJAMIL PARTNERS, INC. Park Place At Mckel} Submitted into the public June 26, 2001 record in conmetion with Page 'l5 item R! --jt- on .� :. _ 1 2W'3 3 Walter Foemarl City Clerk L' • Link anal sis was also performed on six roadways within th stud area using the FDOT .Y P Y Y � 1998 Level of Service, Handbook, Tables 5-1 and 5-4. These roadways are SWISE 7th Street,. SWISE 8th Street, SE/SW 13th Street, Brickell Avenue, South Miami Avenue and SWISE 16th Road. The results of these analyses are summarized in Table 6. The FDOT LOS link analyses are included in Appendix S. I . TABLE 6 EXISTING LINK LEVEL OF SERVICE RRAELLO, AJAMIL & RARIT+€EitB; iNC. Park Place At Brickell .tune 26, 2001 8ubrnittod into the publie Page 16 record in connection with item on iL•.1QL c Waiter 1=oeman (tea)? Derk x(S SE 7th Street Brickell Avenue S. Miami Avenue C SE Bth Street S. Miaml Avenue Brickell Avenue C Brickell Avenue SE 7th Street Miami River D Brickell Avenue SE 13th Street SR 8th Street D Brickell Avenue SE 15th Road 5E 13th Street D SE 13th Street S. Miami Avenue Brickell Avenue E SE/SW 15th Road S. Miami Avenue Brickell Avenue D SE/SW 15th Road SW 2nd Avenue S. Miami Avenue F S. Miami Avenue SW 15th Road SW 13th Street C S. Miami Avenue SW 28th Road SW 15th Road C RRAELLO, AJAMIL & RARIT+€EitB; iNC. Park Place At Brickell .tune 26, 2001 8ubrnittod into the publie Page 16 record in connection with item on iL•.1QL c Waiter 1=oeman (tea)? Derk • 5.0 TRIP GENESTION • The total number of vehicular trips generated by the land uses, apartments and retail space was determined for the PM peak hour using the Institute of Transportation Engineers (ITE), Trip Generation, 6th Edition. The number of vehicular trips generated by the apartments was based on the -total number of apartments, using data for ITE Land Use Code 220. The number of trips generated by the retail space was based on the total square footage of retail space using data for ITE Land Use Code 814. The number of trips generated by the. restaurant space was based on the total square footage of restaurant space using. data for ITE Land Use Code 831. This was done in order to determine the worst case scenario. The results are shown in Table 7. These trips are the total number of vehicular trips generated by the project before adjusting for internal trips and pedestrian and mass transit trips. SERM1 LEO, AJAMIL & PARTNERS, INC. Park Place At BrIckell ;;,0mittod into the pubile June 26, 2001 record in connection with Page 17 iiGrin FZ on .�►� rQ.Z. k .� `� V' aKer Foernan f`=�„ Clerk • 0 TABLE 7. • TOTAL PROJECT TRAFFIC WEEKDAY IN 2,519 156 1,000 3,675 VPD OUT .2,519 156 1,000 3,675 VPD TOTAL 5,037 312 2,000 7,350 VPD AM PEAK HOUR OF ADJACENT STREET IN 66 24 15 104 VPH OUT 344 26 3 373 VPH TOTAL 410 49 18 477 VPH PM PEAK.HOUR OF ADJACENT STREET IN 309 9 112 429 VPH OUT 152 11 55 219 VPH TOTAL 461 20 167 648 VPH NOTES: 1.) AM traffic for Retail is based upon AM Peak Hour of Generator. SERMELLA; AJAMIL & PARTNERS, INC. Park Place At Brlckell June 26, 2001 ` ,jb,-jittf_1d into the public Page 18 record in conwctlon with item MA— on Walter I✓eeman� ,i ` ,� ' � i� 3 Cvcy Clerk The first adjustment to the trips shown in Table 7 was made to account for intemalization. of trips in a mixed use development. Using techniques documented in the ITE publication Trip Generation Handbook, October 1998 it was determined that on a daily basis approximately 5% of the trips shown in Table 7 would be internal trips. For the PM Peak Hour it was determined that approximately 3% of the trips shown in Table 7 would be internal trips. Table 8 summarizes external trips for the project before accounting for modal splits. TABLE 8 EXTERNAL TRIPS Consistent with other approved MUSPs in the area; a modal split of 15% and vehicle occupancy of 1.4 was used. Because of its proximity to the Metrorail and Metromover systems, it is anticipated that 15% of person trips will use mass transit. These person trips will not negatively effect the traffic conditions, and therefore, are not included in the vehicle trips distributed throughout the study area. The remaining 85% of the person trips generated by the project were distributed throughout the study area as vehicle trips. BIERMI:LLQ, AJAMIL & PARTNERS, W. Park Place At Bftkell k1lo �,d pub4iG June 26, 2001 aOCO�'i in 0011 iM JiCiYi �lVltii Page 19 item a:! Orl 12 3 i �liiui Yf-c)etn an rry 11,011, `fSf1r�.i ws n J � $ C igg MW gr'zit} 'N '�.�Nd� ny.� !f! h4? f y ryi. 011, WORM' ' A IWEEKD • 4 • • �r � •1 11'. � •1 il'. iii • � rs PM PEAK HOUR OF ADJACENT STREET � �� 11, � 1 1 • : 11 Consistent with other approved MUSPs in the area; a modal split of 15% and vehicle occupancy of 1.4 was used. Because of its proximity to the Metrorail and Metromover systems, it is anticipated that 15% of person trips will use mass transit. These person trips will not negatively effect the traffic conditions, and therefore, are not included in the vehicle trips distributed throughout the study area. The remaining 85% of the person trips generated by the project were distributed throughout the study area as vehicle trips. BIERMI:LLQ, AJAMIL & PARTNERS, W. Park Place At Bftkell k1lo �,d pub4iG June 26, 2001 aOCO�'i in 0011 iM JiCiYi �lVltii Page 19 item a:! Orl 12 3 i �liiui Yf-c)etn an • • TABLE 9 0 FINAL EXTERNAL PROJECT TRAFFIC n ti WEEKDAY IN 2,033 116 774 2,922 VPD OUT 2,052 118 757 2,927 VPD TOTAL 4,107 239 1,530 5,876 VPD AM PEAK HOUR OF ADJACENT STREET IN 56 20 13 88 VPH OUT 293 22 3 317 VPH TOTAL 348 42 15 405 VPH PM PEAK HOUR OF ADJACENT STREET IN 256 7 86 349 VPH OUT 120 8 41 170 VPH TOTAL 376 15 127 ..619 VPH As can be seen from Table 9, the estimated number of vehicle trips entering the project during the PM peak hour is 349, The estimated number of vehicle trips leaving the project during the PM peak hour is 170. BERMELLO, AJAMiL & PARTNERS, WC. Park Place At Brickell ,lune 26, 2001 ?3� )-n1ttnd Into the publlC Page 20 ::uor # in conne6;Von with on Vlali::j, l orirnan OV,:f i.Ierk • 6.0 TRIP DISTRIIBBUTIORAND TRAFFIC ASSIGNMENT The project site is located in Traffic Analysis Zone (TAZ) 673. The cardinal distribution of the traffic Within TAZ 673 was obtained from Miami -Dade County. The distribution Is as follows: North -Northeast 22.68%4 East -Northeast 6.59% East Southeast 0.64% South -Southeast 0.96% South -Southwest 4.76% West -Southwest 22.44% West -Northwest 18.67% North -Northwest 23.26% The distribution of AM and PM project trips is summarized in Table 10. Based upon. this trip distribution, the project trips were assigned to the roadway network. This is shown in Figure 6. TABLE 10 PEAK HOUR PROJECT TRIP DISTRIBUTION BERMELLO, AJAMII. & PARTNER8, INC. . Park Place At Erickell �,)Ubmittcd into the public June 26, 2001 nnrA1c)n with Page 21 record in corp V'Va!'CQ,. roarnan G -Ii x I;lerk • FIGURE 6 PROJECT TRAFFIC ASSIGNMENT BERMIE:iLLO, AJAMI! & PARTNERS, INC. Park Place At Brickell o-,ubmitted into the public June 26, 2001 ,,ocord in con ction with Page 22 Waitp;r• 1" oeman j J 9 3 4s�� Glerk 7.0 PROGRAMMIR AND PLANNED ROADWAY. IMAVEMENTS Using the Metro -Dade Transportation Improvement Program (TIP), 2000, the programmed and planned improvements in the study area were determined. These improvements are detailed in Table 11. TABLE 11' PROGRAMMED AND PLANNED IMPROVEMENTS MINN, IF,00R 'At Miami, River ReplaceSW 2nd Ii1 Avenue movable spanV bridge 8.0 FUTURE TRAFFIC CONDITIONS Future traffic conditions were analyzed for year 2005. A growth rate of 2% per year was applied. to the 1999 FDOT traffic counts and the 2000 traffic volumes in order to achieve 2005 background traffic volumes. To this was added committed development traffic. Table 12"detafls the future. background plus committed development traffic volumes. These volumes were then used to determine intersection and link level of service by using the same software programs and LOS tables as used for previous analysis. The intersection level. of service for the future background traffic volumes are shown in Table 13 and on Figure 7. Each intersection's level of service ranged from B to F. These values are generally the same as those for .the year 2000. The intersection level of service analyses are included in Appendix C. The link level of service analysis for future traffic conditions was performed on the roadway links. identified previously. These results are summarized in Table 14. The fink level of service analyses for future traffic conditions are included in Appendix D. BERMi LLo, AJAMIL & PAR1`NRS, INC, Park Place At Brickeli ubmitted into the public June 26, 2001 record in connection with Page 23 item pL • A on j.1 -01 g 4 `2 3 3 Walter Fooman City Clerk • C., cs o � ID CD D f %' cr R = � O TABLE '12 FUTURE PM PEAK HOUR INTERSECTION VOLUMES WITHOUT PROJECT SW 7th St and 783 440 NA NA NA NA NA NA NA NA 1,332 69 S. Miami Avenue SW 891 Stand NA 900 79 NA NA NA 279 799 NA NA NA NA S. Miami Avenue SE 7th St and 508 2,794 40 43 .1,780 504 NA NA NA 129 492 130 HdaheA Avenue SE 8th St and NA 2,645 293 342 1,620 NA 563 551 365 457 NA 853 W&eli Avenue SW 13th Stand 70 ASIA 26 739 152 371 WA 713 49 33 1,444 NIA SW 1st Avenue SW 13Eh Stand 97 265 67 18 159 263 165 562 83 35 1,274 163 S. Miami Avenue SW 13th Stand 439 1,795 111 95 1,862 744 395 195 239 183 411 148 B4ckell Avenue SW 12th Stand 0 362 0 1 303 10 17 0 11 0 0 2 S. Miami Avenue SE 15th Rd and 64 735 187 36 1,873 87 53 63 127 154 77 30 Bsickelt Avenue SE 13th Rd and 89 106 35 22 244 19 11 203 247 61 134 26 S, Miami Avenue SW 15th Rd and 0 0 8 138 0 54 7 312 0 0 221 12 SW 1st Avenue SW 15th Rd and 5 8 23 70 .133 9 2 52 10 39 178 22 SW 4th Avenue NOTES: NA - Movement Not Available 1] • 0 TABLE 13 FUTURE INTERSECTION.LOS W/O PROJECT WEEKDAY P.M.PEAK HOUR'CONDITIONS EERMELLO, AJAMIL & PARTNERS, INC. Park Place At Brickell June 26, 2001 Submittod into the publle Page 25 record in conn0ction yith item ,-ML on ._J. LE-6,ol alter I_oe I a f Brickell Avenue and SE 7th Street D Brickell Avenue and SE 8th Street F Brickell Avenue and SE 13th Street F S. Miami Avenue and SE 7th Street F S. Miami Avenue and SE 8th Street C SW 1st Avenue and SW 13th Street C S. Miami Avenue and SW 13th Street C S. Miami Avenue and SW 12th Street A Brickell Avenue and SE 15th Road B S. Miami Avenue and S51SW 15th Road. B SW 1st Avenue and SW 15th Road A SW 4th Avenue and. SW 15th Road C EERMELLO, AJAMIL & PARTNERS, INC. Park Place At Brickell June 26, 2001 Submittod into the publle Page 25 record in conn0ction yith item ,-ML on ._J. LE-6,ol alter I_oe I a f • FIGURE T FUTURE LEVELS OF SERVICE W/O PROJECT SERMELLO, AJAMIL 8, PARTNtRS, INC. Park Place At Bricked 2G, 200'1 :submitted into the public June Page 26 record in connectiLon with item �?' on eq'k • L` 0 TABLE 14 • FUTURE LINK LEVEL OF SERVICE WITHOUT PROJECT SE 7th Street Bdckell Avenue & Miami Avenue C SE Sth Street S. Miami Avenue Brickell Avenue D Brickell Avenue SE 7th Street Miami River F Brickell Avenue SE 13th Street SE 8th Street F Brickell Avenue SE 95th Road SE 13th Street E SE 13th Street S. Miami Avenue Brickeil Avenue F SE/SW 15th Road S. Miami Avenue Brickell Avenue D SE/SW 15th Road SW 2nd Avenue S. Miami Avenue P S. Miami Avenue SW 16th Road SW 13th Street D S. Miami Avenue SW 26th Road SW 15th Road C BERMELLO, AJAMIL & PARTNERS, INC. Park Place At BrickalI June 2&, 2001 Submitted ir�ta ties put]Ilq page 27 record in c;ornoc;tion with itom _P�'� or JL -101E 491, Walteji oornan 2 city (,letic 9.0 FUTURE TRARIC AND PROJECT TRAFFIC CATIONS Future traffic and project traffic conditions were analyzed for year 2005. This was accomplished by using the 2005 estimated traffic volumes and adding the traffic generated by the project (as shown in Table 10). Table 15 details the future background plus project volumes for the PM peak hour. These volumes were then used to determine the intersection and link levels of service using the same procedure as previously stated. it should be noted that no adjustment was made to reflect the elimination of existing traffic attributable to the existing on-site development. The existing site contains approximately 60,193 CSF of office space; and is estimated to generate approximately 25 inbound and 122 outbound vehicle trips during the PM peak Hour. The analysis assumes the following: A median in South Miami Avenue from SEISW 13th Street to SE/SW 15th Road, this median would restrict the project driveway to a right -turn -in right -turn -out configuration; and, Westbound left turn prohibitions on SE/SW 15th Road between South Miami Avenue and SW 2nd Avenue. For this analysis, the methodology used was based upon the. Highway Capacity Manual (HCM) 2000 as provided for in Highway Capacity Software, (HCS 2000) Version 4.1. For the most part, there were only minor changes between the year 2005 future intersection level of service and the year 2005 future background plus project volumes. This is shown in Table 16 and on Figure S. The intersection level of service analyses are included in Appendix E. The link level of service analysis for future traffic and project traffic conditions was performed on the previously identified roadway links. These results are summarized in Table 17. The link level of service analyses for future traffic and project traffic conditions are included in Appendix F. SERM£LLO, AlAMIL & PARTNERS, INC. Park Place At Brickell June 26, 2041 Submitted into the pubile Page 2e rocord in connection with on �S-_�OL. 9 J — .r+ 3 3 a:= • TABLE '15 FUTURE PM PEAK HOUR INTERSECTION VOLUMES WITH PROJECT SW 7th St and 854 478 NA NA NA NA NA NA NANA 1,332 69 S. Miami Avenue SW 8th Stand NA 1.009 79 NA NA NA 279 799 NA NA NA NA S_ Miami Avenue SE 71h St and 508 2,805 40 43 1,803 544 NA NA NA 129 492 130 Srickell Avenue SE= 8th St and NA 2,656 293 342 1,643 NA 563 551 365 457 NA 853 Brickell Avenue SW 13th St and 70 WA 26 139 231 371 N/A 713 49 33 1,444 WA SW 1st Avenue SW 13th St and 97 374 73 18 159 263 165 562 88 35 1,274 163 S. Miami Avenue SW 13th Stand 439 1800 111 95 1,885 744 401 195 239 183 411 148 8rickell Avenue SW 12th St and 0 471 0 1 303 10 17 0 11 0 0 2 S. Miami Avenue SE 15th Rd and 86 735 187 36 1,905 78 58 63 .176 983 48 30 Brickell Avenue Rd and 89 145 74 22 244 19 123 316 247 0 134 26 Avenue Rd and r 0 0 4 21T0 54 7 458 0 0 221 12 venue Rd and 5 8 23 216 133 9 2 52 10 39 178 22 venue NOTES. NA- Movement Not Available • • TABLE 16 0 FUTURE INTERSECTION LOS WITH PROJECT WEEKDAY PM PEAK HOUR CONDITIONS SERMEL,LO, AJAMIL & P-AWNERS,1lVC. Park Place At Brickel{ June 26, 2001 Submitted into the publiC Page 30 rornrd in oov!ncrtion with itorn Ls_.'j on33 1L 4t, ric pf D D D Brickell Avenue and SE 7th Street Brickell Avenue and SE 8th Street F F F Brickell Avenue and SE 13th Street C F F S. Miami Avenue and SE 7th Streat D F F S. Miami Avenue and SE 8th Street B C C SW 1st Avenue and SW 13th Street B C C S. Miami Avenue -and SW 13th Street B C D S.. Miami Avenue and SW 12th Street A A A Brickell Avenue and SE 15th Road B B B S. Miami Avenue and SE/SW 15th Road B B F SW 1 st Avenue and SW 15th Road A A B SW4th Avenue and SW 15th Road C C E SERMEL,LO, AJAMIL & P-AWNERS,1lVC. Park Place At Brickel{ June 26, 2001 Submitted into the publiC Page 30 rornrd in oov!ncrtion with itorn Ls_.'j on33 1L 4t, ric • r� FIGURE 8 FUTURE LEVELS OF SERVICE WITH PROJECT Bi±RMfEI.iA, AdAM L & F7kffi niERS,1NC. Park Placa At Brickell 0 June 2$, 2001 Sobmltted Into the public Page 31 record in connection with item±! -!L -on Walter € oemanUty GIA • • 9 TABLE 17 • FUTURE LINK LEVEL OF SERVICE WITH PROJECT Submitted inTo the public record in with itemLZ "�._ ci i A.' i W. -alter Foeman BERMELL.O, AJAMIL & PARNERS, INC. T - Park Place At Brickell June 26, 2DQ1 Page 32 S. Miami Avenue C SE 7th Street Brickell Avenue SE 8th Street S. Miami Avenue Bricked Avenue arickeli Avenue SE 7th Street Miami River F Brickell Avenue SE 13th Street SE 8th Street F Brickel! Avenue - SE 15th Road SE 13th Street E SE 13th Street S. Miami Avenue Brickeli Avenue F SEJSW 15th Road S. Miami Avenue Brickell Avenue D SE/SW 1 Sth Road SW 2nd Avenue, S. Miami Avenue F S. Miami Avenue SW 15th Road SW 13th Street [� S. Miami Avenue SW 26th Road SW 15th Road G Submitted inTo the public record in with itemLZ "�._ ci i A.' i W. -alter Foeman BERMELL.O, AJAMIL & PARNERS, INC. T - Park Place At Brickell June 26, 2DQ1 Page 32 • 10.0 OWSTREETARKING • There is a significant amount of on -street parking within close proximity of the project. Most on -parking is metered parking with a 3 hour limit and 15 minutes for 25 cents. Existing on -street parking is summarized in Table 18. TABU 18 EXISTING ON -STREET PARKING As a result of the proposed driveways on South Miami Avenue, the project will likely result in the elimination of a number of existing on -street parking spaces on the east side of South Miami Avenue adjacent to the site. The project will construct some 1,408 on-site parking spaces. Parking will be provide for residents, employees and visitors.to the site. BERMEL10, AJAMIL & PARTNERS, INC. Park Place At Brickeli June 26, 2001 Submitted Into the public pays 31 record Zn co�nec�ieni wi�i w its ti Walter Fooman 9 . .. 4 City Clerk $. Miami Avenue Brickell Avenue 7 metered spaces on SE 15th Road the south side. S. Miami Avenue SWISS 14th Terrace SW/SE 14th Street 18 metered spaces on the east side. 12 metered spaces on the west side. S. Miami Avenue SW/15th Road SWISS 14th Terrace 12 metered spaces on the east side. 3 metered spaces on the west side. TOTAL 52 metered spaces, As a result of the proposed driveways on South Miami Avenue, the project will likely result in the elimination of a number of existing on -street parking spaces on the east side of South Miami Avenue adjacent to the site. The project will construct some 1,408 on-site parking spaces. Parking will be provide for residents, employees and visitors.to the site. BERMEL10, AJAMIL & PARTNERS, INC. Park Place At Brickeli June 26, 2001 Submitted Into the public pays 31 record Zn co�nec�ieni wi�i w its ti Walter Fooman 9 . .. 4 City Clerk 11.0 PEDESTRIAI Littlepedestrian activity was noted in the immediate vicinity of the site. There are pedestrian provisions In the traffic signals at 15th Road and Brickell Avenue and 15th Road and South Miami Avenue: The signal at Bdckell Avenue provides at least 23 seconds of green time to cross Brickell Avenue. Given the minimal amount of eastbound left turns and westbound right turns at this location, this should provide for adequate_ pedestrian crossing conditions on the north cross -walk at this intersection. The signal at South Miami Avenue provides at least 8 seconds of green time to cross South Miami Avenue. Since South Miami Avenue is four lanes at this intersection, this does not appear to be adequate. East/west,green time on 15th Road could be increased. This would improve the ability of pedestrians to cross South Miami Avenue. The proposed project enhances pedestrian movement on Brickell Avenue by eliminating several existing curb -cuts. As discussed later, the proposed site plan only proposes a single service vehicle exit driveway on Brickell Avenue. 12.0 PROJECT SITE PLAN Traffic and transportation aspects of the proposed site plan were reviewed and analyzed. 12.1 PROJECT DRIVEWAYS The proposed project includes a, two-lane driveway on SE 15th Road serving a drop-off area plus ingress and egress for the parking garage. A two-lane driveway on South Miami Avenue serves as ingress and egress for the parking garage. A drop-off pick-up drive is also proposed along South Miami Avenue. The plan assumes that the driveway on South Miami Avenue will be right -turn -in and right - turn -out. This is to be accomplished by a proposed raised median in South Miami Avenue. Table 19 summarizes the AM and PM peak hour driveway volumes anticipated at the service points. aubmll%gid ,a. the public record ei � with item (34 Clerk BERMELLo, AJAMIL & PARTNEO, INC. Park Piave At Brlekell ,lune 26, 2001 Page 34 :23 • TABLE 19 AM AND PM PEAK HOUR DRIVEWAY VOLUMES IN VEHICLES PER HOUR (VPH) Analysis of potential inbound queues for the project indicates that during the PM peak hour that there is approximately a 90% probability that, for each driveway each queue should not exceed 7 vehicles plus the vehicle being processed. Thus, the inbound queue space appears adequate to preclude disruption to traffic flow on South Miami Avenue or on SE 15th Road. Analysis of potential outbound queues'for all phases indicates that during the AM peak hour that there is approximately a 90% probability that the queue should not exceed 11 vehicles. This would not have any impact on traffic operations on South Miami Avenue or on SE 15th Road, It is recommended that to minimize queuing, as a minimum, each control point have three lanes with the center lane reversible. The proposed site plan uses an existingmedian opening in SE 15th Road for access and egress to the parking garage. The site plan proposes to add a left tura storage lane to facilitate use of this median opening. This median opening is desirable to eliminate eastbound "U" turn movements at the intersection of SE 15th Road and Bricked Avenue, minimize projecttraffic on Brickell Avenue north of SE 15th Road, and eliminate westbound "U" tura movements at the intersection of 15th Road and South Miami Avenue. 12.2 PROJECT LOADING DOCK The proposed site plan includes 10 loading berths.. The loading berths consists of six 12' by 35` berths plus four 10' by 20' berths. These should be adequate to serve the type and magnitude of development anticipated. BERMELLo, ARE I PARTNERS, INC. Park Place At Brickell 26, 2001 Submitted into the rublic June Page 35 record in connection with itemRL'--Oon d'Or ,33 Walter Fooman City Clerk -.:M .w �k - �' iAj!u .i33 �1 � � 4r �'1',r ,i iY [Y4�� .+! �dM�d'9}§MY.�'� a�•r SE 15TH ROAD 51 216 197 54 SOUTH MIAMI AVENUE 38 101 151 115 TOTAL 89 317 348 169 Analysis of potential inbound queues for the project indicates that during the PM peak hour that there is approximately a 90% probability that, for each driveway each queue should not exceed 7 vehicles plus the vehicle being processed. Thus, the inbound queue space appears adequate to preclude disruption to traffic flow on South Miami Avenue or on SE 15th Road. Analysis of potential outbound queues'for all phases indicates that during the AM peak hour that there is approximately a 90% probability that the queue should not exceed 11 vehicles. This would not have any impact on traffic operations on South Miami Avenue or on SE 15th Road, It is recommended that to minimize queuing, as a minimum, each control point have three lanes with the center lane reversible. The proposed site plan uses an existingmedian opening in SE 15th Road for access and egress to the parking garage. The site plan proposes to add a left tura storage lane to facilitate use of this median opening. This median opening is desirable to eliminate eastbound "U" turn movements at the intersection of SE 15th Road and Bricked Avenue, minimize projecttraffic on Brickell Avenue north of SE 15th Road, and eliminate westbound "U" tura movements at the intersection of 15th Road and South Miami Avenue. 12.2 PROJECT LOADING DOCK The proposed site plan includes 10 loading berths.. The loading berths consists of six 12' by 35` berths plus four 10' by 20' berths. These should be adequate to serve the type and magnitude of development anticipated. BERMELLo, ARE I PARTNERS, INC. Park Place At Brickell 26, 2001 Submitted into the rublic June Page 35 record in connection with itemRL'--Oon d'Or ,33 Walter Fooman City Clerk All loading docksaretemal to the site Loading dock man uvering will not impact traffic flow or pedestrian movements on public'rights-of-way. The loading dock area is accessed via an alleyway connecting to SE 14th Street. The alleyway is proposed to connect to. Bricked Avenue. Although as the site plan is refined and developed in greater detail, some refinement of vehicle maneuvering areas should be anticipated, the general concept of the internalized loading docks should be acceptable. 12.3 PEDESTRIAN ACCESS The proposed site. plan provides good pedestrian access to Brickell Avenue, SE 15th Road, and South Miami Avenue.. In. addition to the existing sidewalk area on Brickell Avenue, the site pian proposes a wide pedestrian area along the Brickell Avenue frontage. Pedestrian access to the project on SE 15th Road is focused towards two large pedestrian plazas, one located at the comer of SE 95th Road and Brickell Avenue and the other at the corner of 15th Road and South Miami Avenue. 43.0 CONCLUSIONS. After reviewing the results from the intersection analysis and the roadway link analysis, with the exception of the following intersections the intersections' levels of service remain the same from existing traffic volumes to the future plus project traffic. SE 13th Street and Brickell Avenue; SE 7th Street and South Miami Avenue; SE 8th Street and South Miami Avenue; SW 13th Street and SW 7st Avenue; SW 13th'Street and South Miami Avenue; SE 15th Road and Brickell Avenue; SE 15th Road and South Miami Avenue; SE 75th Road and SW 'I st Avenue; and SE 15th Road and. SW 4th Avenue Although the roadway link analysis yields slightly different level of service results, it' also indicates that roadway levels of service remain relatively consistent through the year 2005 with the project. For the intersection of SE 13th Street and Brickell Avenue, the intersection level of service is anticipated to degrade from the existing LOS C to LOS F in the year 2005 with or without the project. Preliminary analysis indicates that this condition can be mitigated by the BERMELLO, AJAMIL S PARTNERS, INC. Park Place At Sr1ckell June 26, 2001 Submitted into the public Page 86 record in connection with item FZ, Ot on k Km Waiter Foeman -11,2311 following modiflcatiA. Changingfrom a 115 second cycle length to a 120 second cycle length;. Restriping the eastbound approach from its existing configuration (one left, one shared through plus left and one shared through plus right turn lane) to two left turn lanes plus a shared through plus right turn lane; and, Restriping the westbound approach from its existing configuration (one left, one through plus one exclusive right turn lane) to one left, one through lane plus a shared through plus right turn lane. For the intersection of SE 7th Street and South Miami Avenue, the intersection level of service is anticipated to degrade from the existing LOS D to LOS F in the year 2005 with or without the project. This condition can be mitigated by the following modifications: Restriping the westbound approach from its existing configuration (two through plus one exclusive right tum lanes) to: two through lanes plus a shared through plus right tum lane; and, Restriping the northbound approach from its existing configuration (left turn lane, shared left plus through, plus one exclusive through lane) to two left turn lanes plus a through lane. For the intersection of SE 8th Street and South Miami Avenue, the intersection level of service is anticipated to degrade from the existing LOS B to LOS C in the year 2005 with the project. This condition does not require mitigation. For the intersection of 7th Street and Brickell Avenue, the intersection level of service is anticipated to remain the existing LOS D'with future background plus project traffic in the year 2005. This condition does not require mitigation. For the intersection of 8th Street and Brickell Avenue, the intersection level of service is anticipated to further degrade from the existing LOS F with future plus project traffic in the year 2005. Preliminary analysis of this situation indicates that this condition may be improved by: Changing from a 115 second cycle length to a 120 second cycle length; and, Changing the westbound approach striping from its existing left turn, shared left tum and right turn, and right tum lanes to two left turn lanes plus one right turn lane. For the intersection of 15th Road and Brickell Avenue, the intersection level of service is anticipated to remain the existing LOS B with future plus project traffic in the year 2005. This condition does not. require mitigation. At the intersection of 15th Road and South Miami Avenue, the intersection level of service is anticipated to degrade from LOS B to LOS F with future plus project traffic in the year BERME'LO, A.JAMIL & PARTNERS, INC. Paris Place At Brickell June 26, 2001 Submitted into the public aye 37 record in connection with item f z -.x on • /�01 , , "nrk 2045. Preliminary analysis of this situation indicates that this condition may be improved to LAS B by minor retiming of the traffid signal. For the intersection of 15th Road and SW 1 st Avenue, the intersection lever of service is anticipated to degrade from the existing LOS A to LOS B with future plus project traffic in the year 2005. This condition does not require mitigation. At the intersection of t Sth Road and. SW 4th -Avenue, the southbound left turn is anticipated to degrade from the existing LOS C to LOS E with future plus project traffic in the year 2005. Although, this condition does not require mitigation, it may be anticipated that this intersection may need to be signalized in the future. The results of all of these analyses are shown in Table 20 and the analyses are included in Appendix G. r -I LJ 0 1BiE:RMELLO, AJAMIL & PARTNERS, INC. Park Placa At Br{ckell bir�ittetl info t8�e public June 26, 2001 Page 38 record in connection with item �� on Walter Foernan 1 '20 S 3 city clerk • • TABLE 2d INTERSECTION LEVEL OF SERVICE SUMMARY WEEKDAY PM PEAK HOUR CONDITIONS Submitted WO ther public record in commaction With Item 2 -i on • I r 1 W, -Ater Foeman I. ..� BiEAMELLO, AJAMIL & iPARTNERS,'INC. mark Place At Bd&ell lerlc June 2B, 2001 Page 39 ' X nliy Brickeil Avenue and D D D NIA SS 7th Street . Brickell Avenue and F F F i= SE Bth Street Brickell Avenue and C F F E SE 13th Street S. Mlami Avenue D F F C and SE 7th Street S. Miami Avenue B C. C N/A and SE 8th Street SW 1st Avenue and 8 C C NIA SW 13th Street S, Miami Avenue B C D NIA and SW 13th Street S. Miami Avenue A A A NIA and SW 12th Street Brickell Avenue and B B B N/A SE 15th Road S. Miami Avenue B B F B and SE/SW 15th Road SW 1st Avenue and A A B NIA SW 15th Road SW 4th Avenue and C C E NIA SW 15tH Road Submitted WO ther public record in commaction With Item 2 -i on • I r 1 W, -Ater Foeman I. ..� BiEAMELLO, AJAMIL & iPARTNERS,'INC. mark Place At Bd&ell lerlc June 2B, 2001 Page 39 0 0 0 APPENDIX A Existing Intersection Level of Service SubM.M.'Od intra the public record with )C'O Item oil Clerk • • • Jackson M. Ahlstedt Jackson M. Ahlstedt, P.E. Jackson M. Ahlstedt, P.E. 46 N.W. 94th Street Miami Shores, Florida 33150 Phone: (305) 754-8695 E -Mail: HCS: Signals Release 3.1 • Fax: (305) 754-8695 OPERATIONAL, ANALYSIS Intersection: SE 7TH ST/BRICKELL AVE City/State: MIAMI/FLORIDA .Analyst: J. AHLSTEDT Project No: BRICKELL GRAND Time Period Analyzed: EXIST PM PEAK HOUR Date: 7/29/99 East/West Street Name: SE 7TH STREET North/South Street Name: BRICKELL AVENUE VOLUME DATA - I Eastbound I Westbound I Northbound 1 Southbound I 1 L T R j L T R I L T R 1 L T R I Volume I 1114 0.0 437 115 1427 2159 36 138 1422 340 PHI' 1 10.60 3 0.82 0.76 10.87 0.97 0.88 10.71 0.96 0.90 1 PK 15 Vol 1 147 13.0 1$3 38 1123 556 10 113 363 94 1 Hi Ln Vol I I 1 1.000 I Lost Time 1 12.0 1 2.0 ! Grade l 1 12.0 o 2.0 1 1 0 2.0 1 o I Ideal Sat I 11900 1900 1900 11900 1900 11900 1900 1900 1 ParkExist E I I I i NumPark I 1 1 1 1 % Heavy Vehl 10 0 0 12 2 2 10 2 2 1 No. Lanes 1 0 0 0 1 1 1 1 1 2 2 0 1 1 2 1 1 LGConfig 1 I L LT R 1 L TR I L T R I Lane Width 1 112.0 12.0 12.4 112.0 12.0 112.0 12.0 12.0 1 RTOR Vol I I I I l Adj Plow 1 1190 533 1491 2226 154 1451 1 %InSharedLni Id I I I Prop Turns 1 10.00 1 1 NumPeds 1 0 1 s0 I 50 1 50 1 NumAus 1 10 0 0 10 0 10 0 0 1" Duration 1.00 Area Type: CBD or Similar OPERATING PARAMETERS 1 Eastbound 1 Westbound I Northbound I Southbound I 1 L T R 1 L T R { L T R { L T R { Init Unmet 1 10.0 0.0 0.0 10.0 0.0 10.0 0.0 0.0 1 Arriv. Type 13 3 3 13 3 13 3 3 1 [snit Est. 1 13.0 3.0 3.0 13.0 3.0 13.0 3.0 3.0 1 I Factor I 1 1.000 1 1.000 1 1.000 1 Lost Time 1 12.0 2.0 2.0 12.0 2.0 12.0 2.0 2.0 1 Ext of g 1 12.0 2.0 2.0 12.0 2.0 12.0 2.0 2.0 1 Pod Min g I 1 0.0 1 0.0 1 0.0 1 PTTASE DATA Phase Combination 1 2 3 4 1 5 6 7 8 EB Left I NB Left A Thru 1 Thru Right I Right Peds l ped EX15TING.doc 0ubmitted Into tthG public record in connection Ii h item _M -A_ on L._�...d-e...- S Walter Foeman City Clerk P P I • • Green 20.0 Yellow 4.0 All Red 1.0 Cycle Length: 115.0 secs I SB Left A • P I Thru P I Right P I Ped EB Flight WB Right i l 33.4 49.0 3.0 4.0 0.0 1.0 VOLUME ADJUSTMEN'i' WORKSHEET 0 WB Left 1.000 Thru A Right A Peds Appr./ NB Right 1.000 SB Right No. Green 20.0 Yellow 4.0 All Red 1.0 Cycle Length: 115.0 secs I SB Left A • P I Thru P I Right P I Ped EB Flight WB Right i l 33.4 49.0 3.0 4.0 0.0 1.0 VOLUME ADJUSTMEN'i' WORKSHEET Wsstbound Sec LT Adj/LT Sat: L 1900 1.000 1.000 1.000 1.000 Adjusted Prop. Prop. Appr./ MVt 1.000 Flow No. Lane Flow Rate Left Right Movement Volume PHF Rate Lanes Group RTOR In Lane Grp Turns Turns Eastbound Northbound Seo LT Adj/LT Sat: Left 1900 1.000 0.980 Q 1.000 1.000 0.90 0.'97 ---- 0,950 3090 Thru 1900 1.000 0.980 a 1.000 1.000 0.90 0.95 1.000 Right 0 Sac LT Adj/LT Sat: 0.075 129 Westbound 1900 1.000 1.000 1.000 1.000 1..000 0.90 1.00 ----- 0.950 1624 Left 114 0.60 190 1 L 190 1'000 Thru 437 0.82 533 1 LT 533 0.00 EXISTiN Right 115 0.76 1 R 2 Northbound record in connection with Left 427 0.67 491 2 L 491 Thru 2159 0.97 2226 2 TR 2226 Right 36 0.88 City Clerk 0 Southbound Left 38 0.71 54 1 L 54 Thru 1422 0.96 1451 2 T 1451 Right 340 0.90 1 R +► Value entered by user. SAMMTIODI FLOW ADJUSTMENT WORKSHEET Appr/ Ideal Adj Lane Sat f f f f f f f f f Sat Group Flow W liv G P BB A LU RT LT Flow Eastbound Sec IT Adj/LT Sat: Wsstbound Sec LT Adj/LT Sat: L 1900 1.000 1.000 1.000 1.000 1.000 0.90 1.00 ---- 0.950 1624 LT 1900 1.000 1.000 1.000 1.000 1.000 0.90 1.00 1.000 R 1900 1.000 1.000 1.000 1.000 1.000 0.90 1.00 ---- Northbound Seo LT Adj/LT Sat: L 1900 1.000 0.980 1.000 1.000 1.000 0.90 0.'97 ---- 0,950 3090 TR 1900 1.000 0.980 1.000 1.000 1.000 0.90 0.95 1.000 Southbound Sac LT Adj/LT Sat: 0.075 129 L 1900 1.000 1.000 1.000 1.000 1..000 0.90 1.00 ----- 0.950 1624 T 1900 1.000 0.980 1.000 1.000 0.9901 0.95 1'000 00 1.000 0.980 1.000 11.0000 �7u[�I 6'00 EXISTiN 2 record in connection with item - on r S o IL -L � � � •�sy � �� a Walter Foeman City Clerk CAPACITY ANALYSIS WORKSHEEP Westbound L 0.67 0.174 44.4 Ada Adj Sat Flaw Green --Lane Group— LT Appr/ Late Flow Rats Flow Rate Ratio Ratio Capacity v/c Mvmt (croup (v) (s) (v/s) (g/C) (0) Ratio Eastbound Northbound Pri. L 0.55 0.287 34.8 1.000 887 0.15 0.8 Sec. TR 0.426 1.000 0.50 Left Southbound Thru L 0.10 0.739 31.0 1.000 515 0.11 0.1 Right T 0.426 1.000 0.50 Westbound R 0.426 1.000 0.50 Pri. Set. Left L 190 1624 0.12 0.174 282 0.67 Thru LT 533 0.174 Right R 0.174 Northbound Pri. Sec. Left L 491 3090 0.16 0.287 887 0.55 Thru TR 2226 0.426 Right Southbound Pri. 54 1624 0.03 17.278 452 0.12 Sac. 0 129 0.00 0.461 63 0.00 Left L 54 0.739 515 0.10 Thru T 1451 0.425 Right R 0.426 Sum (v/s) critical s 0.00 Lost Time/Cycle, L - 0.00 sec Critical v/c(X) - 0.00 'LEVEL OF SERVICE WORKSHEET Appr/ Ratios Unf Prog Lane Incrermental Res Lane Group Approach Lane Adj tarp Factor Dal Dal -Del Grp v/c /C dl Fact Cap k d2 d3 Delay LOS Delay LOS Eastbound Westbound L 0.67 0.174 44.4 1.000 282 0.2S 6.4 0.0 50.9 D LT 0.174 1.000 0.0 50.9 D R 0.174 1..000 0.0 Northbound L 0.55 0.287 34.8 1.000 887 0.15 0.8 0.0 35.5 D TR 0.426 1.000 0.50 0.0 35.5 D Southbound L 0.10 0.739 31.0 1.000 515 0.11 0.1 0.0 31.1 C T 0.426 1.000 0.50 a.o 31.1 C R 0.426 1.000 0.50 0.0 Intersection Delay . 39.2 (sec/veh) Intersection LOS a D _�[JPPLEWnTrAL PERMITTED= WORKSHEET for exclusive les EMSTING.doc Submitted into the Pu �10 record in connection oiPZ�A on ti h item Walter Foernan City Clerk 11 • • a OB Cycle Length, C 115.0 sec Actual Green Time £or Lane Group, G Effective {Green Time for - Lane Group, g Opposing Effective Green Time, go Number of Lanes is Lane Groilp, N N=bor of Opposing Lanes, No Adjusted Left -Turn Flow Rate, Vlt Proportion of Left Turns in Opposing Flow, Plto Adjusted Opposing Flow Rate, Vo Lost Time for Lane Group, tl Left Turns per Cycle: LTC-V1tC/3600 Opposing Flow per Lane, Par Cycle, Volc-VoC/3600fluo Opposing Platoon Ratio, Rpo (Table 9-2 or Equ 9-7) g£-[Gexp(- a * (LTC ** b))]-tl, gf<-g Opiposing Queue Ratio: qro-l-Rpo(go/C) 5gn('4.943V lc* 0gf62)1(gro**1.061)-tl]. 99<-g gu _S -Sq if ns(Sq-Sf)/2, n>-0 i'tho-l-Plto Pl*-Plt[l+{(N-l)g/(g£+gu/Eli+4.24))) Ell (Figure 9--7) E12-(1-Ptho**u)/Plt0, E12>-1.0 fmin-2(1+Plt)/g or fmia-2(1+P1)/9 gdiff-max(gq-9f,0) 1.00) (min-fmin:max- lt WB NB 5B +[gu/gj[1/(1+Plt(Ell-1)],(min-fmin,md%-1.0) or fit For spacial case of single -lane approach opposed by multilane approach, see text. * If pl>-1 for shared left -turn lanes with N>1, that assume de -facto left turn lane and redo calculations. ** For permitted left -turns with multip For special case of multilane approach or when gf>gq, see text. 85.0 53.00 49.0 1 2 54 0.00 2226 4.00 1.73 97.43 1.00 0.0 0.57 53.09 0.00 26.50 1.00 1.00 12.19 1.00 0.09 0.00 0.08 0.075 is exclusive left -turn lanes, fltmfm. apposed by single-lens approach SUPPLEMENTAL PERMITTED IT WORKSi3EFT for shared lefts APPROACH Cycle Length, C 115.0. sec Actual Green Time for Lane Group, G Effective Green Time for Lane Group. Opposing Effective Green Time, go Number of Lanes in Lane Group, N Number of Opposing Lanes, No Adjusted Left -Turn Flora Rate, Vlt Proportion of Left Turns in Lane Gr Proportion of Left Turns in Opposing Adjusted Opposing Flow Rate, Vo Lost Time for Lane (Group, tl Left Turns per Cycle: LTC-V1tC/3600 Opposing Flow per Lane, Per Cycle: Opposing platoon Natio, Rpo (Table gf-[Gexp(- a * (LTC ** b))]-tl, gf< Opposing Queue Ratio: qro-l-Rpo(go/ gq-(4.943Volc**0.762)[(gro**1.061)- Su -g-gq if gq>-gf, -g-gf if gq<gf n-(Sq-gf)/2, n>-0 Ptho-1-Pito pl*-Plt [ 1+((N-1) g/(gf+gu/El 1+4.24) ) Ell. (Figure 9-7) E12=(1-Ptho**n)/Pito, E12>-1.0 £min-2(1+Plt)/g or fmin-2(1+P1)/g .gdi.f T-max (Sq-gf.0)......... fm-[gf/g3+[gu/gl(1/{1+P1(Eli-1)t], MaSTiNG.doe 9 Gro Bit Flow, Pito Volc-VoC/3600fluo 9-2 or Eqn 9-7) ag C) t'). gq<-g EB W8 NB SB submittod into the pub110 record in (;,,)j�ncction with Item . on ►,CnQ I .._vVal'c(:r .Fueman (min-fmin:max-1.00) City Clerk 4 f ltaftae(gf/g]+gd� ��{ �.+Plt(Elz-1) �1 +€guig][1/(i+p1t i-1)),(min�fmin;max�t.0) or fIt Primary For special case of single -lane approach opposed by multilane approach, see text. * If Pl>-1 fcr'shared left -turn lanes with N>1, then assume de -facto left -turn lane and redo calculations. *�► For permitted left -turns with multiple exclusive left -turn lanes, flt-fm. For special case of multilane approach apposed by single -lana approach or when gf>gq, see text. SUPPLEbENTAL UNIFORM DELAY WORKSHEET EBLT WBLT NBLT SBLT Adj. LT Vol from Vol Adjustment Worksheet. v 59 v/c ratio from Capacity Worksheet, X 0.00 Primary phase effective green, g 53.00 Secondary phase effective green, gq 53.00 (Pram Supplemental Permitted LT Workshest), gu 0.00 Cycle length, C 115.0 Red x(C-g-gq-gu). r 30.0 Arrivals: v/(3600(mas(X,1.0))), qa 0.02 Primary ph. departures: s/3600, sp 0.951 Secondary ph. departures: s(gq+Su)/(gu*3600), ss 53.00 XPerm 9.99 XProt 0.06 XCase 3 Queue at begining of green arrow. Qa 1.25 Queue at beginning of unsaturated green, Qu 0.80 Residual queue,, Qr 0.80 uniform Delay, d1 31.0 DELAY/LOS WORKSHEET WITH INITIAL QUEUE Initial Dur. Uniform Delay Initial Final Initial Lane Appr/ Unmet Unmet I Queue Unmet Queue Group Lane Demand Demand Unadj. Adj. Param. Demand Delay Delay Group Q veh t hrs. ds d1 sec u Q veh d3 sec d sea Eastbound Westbound Northbound Southbound intersection Delay 39.2 sea/veh Intersection LOS D HCS; Signals Release 3.1 Submitted Into the public --Jackson M. Ahlstedt record in connaction with Jackson M. Ahlstedt. P . item r or.,4�1.• f i Jackson M. Ahlstedt, P.E. 1 a,"Eas F man EXISTING.doc 0l Clerk �� 33 46-N.W. 94th St* Miami Shores, rl da 33150 - Phone: (305) 754-•8695 Fax: (305) 754-8695 E-mail OPERATIONAL ANALYSIS -- Intersection: SE 7TH ST/MIAMI AVE City/State; MIAMI/FLORIDA Analyst: J. AHLSTEDT Project No: BRICKELL GRAND. Time Period Analyzed: EXIST PM PEAK HOUR Date: 7/29/99 East/West Street Name: SE 7ni STREET North/South Street Name: MIAMI AVENUE _ .- ,VOLUME DATA 1 Eastbouad 1 Westbound Northbound 1 Southbound 1 1 L T R I L T R 1 L T R 1 L T R I Volume1 1 1053 61 1565 270 1 PHF{ 1 0.90 0.75 10.74 0.83 I 1 PIC 15 Vol 1 1 329 20 1191 81 1 I Iii Ln Vol 1 I } 1 % Grads I 1 0 1 n Ideal Sat I 1 1900 1900 11900 1900 1 I ParkExist 1 I 1X X I I NumPark 1 1 120 20 1 I Heavy Veh1 1 0 0 10 0 I 1 No. Lanes 1 0 0 0 1 0 0 1 0 0 0 1 LGConfig I 1 T2 R 1 L L2 Lane Width 1 1 12.0 12.0 112.0 12.0 1 I RTOR Vol I 1 0 1 I 1 Adj Flow 1 1 1316 81 1565 524 1 i %IaSharedLnl I 126 1 I Prop Turns 1 1 10.38 1 1 0 0 NuumDuss l I o a 10 a 1 i Duration 1.00 Area Type; CBD or Similar OPERATING PARANlI+!'ERS 1 Eastbound 1 Westhound I Northbound I Southbound 1 I L T R I L T R { L T R { L T R 1 Init Unmet 1 1 0.0 0.0 10.0 0.0 { l Pe1 3 13 3 1 i Unit Ext. 1 3.0 3.0 13.0 3.0 1 I I Factor I I 1.000 1 1.000 1 1 Lost Time 1 [ 2.0 2.0 12.0 2.0 I I Ext of 8 1 1 2.0 2.0 12.0 2.0 1 1 Pod Min g 1 1 0.0 1 0.0 I I PHASE DATA -- Phase Combination 1 2 3 4 1 5 6 7 8 EP Left I NB Left P Thru I Thru P Right 1 Right Peds I Ped Wf3 Left I SB Left t4iJr}iiied into the pubic(: Thru H Right P 1 Thru 1 Right r@Cor(J iij CbnCCCtion with Peds 1...... - Ped ................... �.� ....� .J item (3 1 EB Right .�' .� W-.d1of Foornan KB Right EMSTINCT.doc1-iivClerk .4 '� -v) n Westbound Ssc LT Adj/LT Sat: T 1900 • 1.000 • I 1.000 1,000 0.90 SH Right 3249 R WE Right 1.000 3.1000 1.000 1.0013 Green 36.0 1.00 0.850 ---- i 35.0 Yellow Co Sac LT Adj/LT Sat: 4.0 L 1900 1.000 All Red 1.0 0.800 1.000 0.90 1.00 ---- 0.950 1300 LT Cycle Lengtht 80.0 secs 1.000 1.000 1.000 0.900 1.000 0.90 0.95 1.000 0.981 VOLUME ADJUSTMENT WORKSHEET Adjusted Prop. Prop. Appr./ Mvt Flow No. Lana Flow Rate Left Right Movement Volume PHF Rate Lanes Oroup RT012 In Lane Grp Turns Turns Eastbound Left 0 Thru 0 Right 0 Westbound Left Q Thru 1053 0.80 1316 2 T 1316 Right 61 0.75 81 1 R 0 61 Northbound Left 565 0.74 764 1 L 565 Thru 270 0.83 325 2 IT 524 0.38 Right Q Southbound Left 0 Thru 0 Right 0 =! Value entered by user. FLOW ADJUSTMENT WORKSHEET SATURATION Appr/ Ideal Adj Lana Sat f f f f f f £ f f Sat Group Flow W HV 11 P Be A LU RT LT Flaw Eastbound Sac IT Adj/LT Sat: n Westbound Ssc LT Adj/LT Sat: T 1900 1.000 1.000 1.000 1.000 1,000 0.90 0.95 1.000 1.000 3249 R 1900 1.000 3.1000 1.000 1.0013 1.00Q 0.90 1.00 0.850 ---- 1454 Northbound Sac LT Adj/LT Sat: L 1900 1.000 1.000 1.000 0.800 1.000 0.90 1.00 ---- 0.950 1300 LT 1900 1.000 1.000 1.000 0.900 1.000 0.90 0.95 1.000 0.981 2870 Southbound Sec LT Ad j /LT Sat CAPACITY ANALYSIS WORKSHEET Adj Adj Sat Flow Breen --Lane Group— Appr/ Lane Flog Rats F1ow.Rate Ratio _ Ratio.... Capacity...._v/c Mvmt Group (v) (s) (v/s) WC) (c) Ratio WaSTTNG.doc Submittad Into the public 7 record in connoctio 1with i s l on a1 - 5 . �. t Waitee Foovian(-" • Westbound T 0.90 • 20.3 Eastbound 1462 0.50 R 0.12 0.450 Pri. 1.000 654 0.50 Northbound B 55.4 E Sec. L 0.99 Left 22.4 1.000 569 0.50 LT Thru 0.438 15.5 1.000 1256 0.50 Right Westbound Pri. Sec. Left Thru T 1316 3249 # 0.41 0.450 1462 0.90 Right R 81 1454 0.06 0.450 654 0.12 Northbound Pri. Sec. Left L 565 1300 # 0.43 0.438 569 0.99 Thru LT 524 2870 0.16 0.43B 1256 0.42 Right Southbound Pri. Sec. Left Thru Right Sum (v/s) critical n 0.84 Last Time/Cycle, L 8.00 sec Critical v/c(X) = 1.10 LEVEL OF SERVICE WORKSHEET Appr/ Ratios Un£ Prog Lane Incremental Rees Lane Group Approach Lane Grp Del d1 Adj Grp Fact Cap Factor Dal Del k d2 d3 Delay --- LOS Relay LOS v/c g/C Eastbound Westbound T 0.90 0.450 20.3 1.000 1462 0.50 R 0.12 0.450 12.8 1.000 654 0.50 Northbound B 55.4 E L 0.99 0.438 22.4 1.000 569 0.50 LT 0.42 0.438 15.5 1.000 1256 0.50 Southbound 10.5 0.0 30.8 C 30.0 C 0.4 0.0 13.2 B 69.1 0.0 91.5 F 1.0 0.0 15.5 B 55.4 E Intersection Delay - 41.0 (sec/veh) Intersection LOS m D HCS: Signals Release 3.1 Jackson M. Ahlstedt Jackson M. Ahlstedt, P.E. Jackson M. Ahlstsdt, P.E. 46 N.W. 94th Street Miami Shores, Florida 33150 Phone: (305) 754.-8645 _ fax: (305) 754-0695 E -Mail: EXISTING.doc Submitted into the publIC rocord in connection with item on - • • a_ ......_OPERATIONAL ANALYSIS 0 Intersection: City/State: Analyst: Project No: Time Period Analyzed: Date: East/West Street Name.: North/South Street Name: SE 8TH ST/BRICKELL AVE MIAMI/FLORIDA J. AHLSTEDT BRICKELL GRAND EXIST PM PEAK HOUR 7/29/99 SE BM STRELT BRICKELL AVENUE VOLUME DATA I Eastbound { Westbound 1 1- L T R I L T R I I Volume 1396 277 203 1399 0 643 PHF 10.83 0.60 0.64 10.90 0.90 0.94 PK 15 Val 1119 87 79 1111 171 Hi Ln Vol I { % Grade I G 1 0 Ideal Sat 11900 1900 [190Q 1900 1900 ParkExist I I NumPark I I Heavy Veh12 2 2 12 0 2 No. Lanes 1 2 2 0 1 1 1 1 LGConfig I L TR I L LTA R Lane Width 112.0 12.0 112.0 12.0 12.0 RTOR Vol I I Adj Flow 1477 346 1443 0 %InSharedLnl {0 0 Prop Turns] I NumPeds I 50 I 50 NumBus 10 0 {0 0 0 Duration 1.00 Area Type: CBD or Sim Northbound I Southbound L T R I L T R 1739 260 1294 IM$ I 0.93 0.84 10.86 0.88 467 77 183 359 { 0 2.0 1 1 I 0.. 1 1900 1900 11900 I 1900 1 f 2 2 i 12 I 2 1 0 2 1 1 2 3 0 1 T R I L T { I 12.0 12.0 112.0 12.0 } I 1 187G I A I 1330 I I 1435 1 I I I s0 I I I I } 0 Q {0 0 { ilar _-- OPERATING PARAMETERS Eastbound L T R Init Unmet 10.0 0.0 Arriv. Type{3 3 Unit Ext. 13.0 3.0 I Factor 1 1.000 Lost Time 12.0 2.0 Ext of g 12,0 2.0 Ped Min g 1 0.0 Westbound L T R 10.0 0.0 0.0 13 3 3 13.0 3.0 3.0 1 1.000 3,0 12.0 2.0 2.0 12.0 2.0 2.0 1 0.0 1 PHASE DATA Northbound I Southbound [ 1 L T R I L T R { I I 3,0 I 3.0 k 3.0 3,0 1 { { 3.0 3.0 13.0 3.0 1 1 1.000 Right P 1 1,000 { 1 2.0 2.0 12.0 2.0 [ I 2.0 2.0 12.0 2.0 { { 0.9 1 0.0 { Phase Combination 1 2 3 4 1 5 6 EB Left A 1 NB Left Thru A { Thru P Right A 1 Right P Peds I Pod WB Left A 1 SB Left A Thru A I Thru A P Right A I Right Peds { Ped IAB Right { EB Right SB Right I WB l Right Green 24.0 10.0 EMSTLNG.doc 6.0 55.0 7 8 ;��,.;,s '+.-Eto the publIC tabor .o, ,, with record in itom z -i,._ 01, Wa':tor Foeman 9 city Clerk :a 3 Yellow 0 4.0 Al Red .0 1.0 Cycle Length: 115.0 secs 3o 4.0 0.0 1.0 VOLTJME ADJUSTMT WORKSHEET, Westbound Adjusted Prop. Prop. Appr.i xvt 443 Flow Na. Lana Flaw Rate Left Right Movement Volume PHF Rate Lanes Group RTOR In Lana Carp Turns Turns Eastbound Northbound Left 396 0.83 477 2 L 477 Thru 277 0.80 346 2 TR 346 Right 203 0.64 0 Southbound Westbound Left 399 0.90 443 1 L 443 Thru 0 0.90 0 1 LTR 0 Right 643 0.94 1 R Northbound Left 0 Thru 1739 0.93 1870 2 T 1870 Right 260 0.84 1 R Southbound Left 284 0.86 330 2 L 330 Thru 1263 0.88 1435 3 T 1435 Right 0 +� Value entered by user. SATURATION 'FLOW ADJUSTMENT WORKSHEET Appr/ Ideal Adj Lane Sat £ f f f f f f f f Sat Group Floor W HV G P 813 A LU RT LT Flow Eastbound 'Sic LT Adj/LT Sat: L 1900 1.000 0.980 1.000 1.000 1.000 0.90 0.97 ---- 0.950 3090 TR 1900 1.000 0..980 1.000 1.000 1.000 0.90 0.95 1.000 Westbound Sec LT Adj/LT Sat: L 1900 1.000 0.980 1.1100 1.000 1.000 0.90 1.00 w--- 0.950 1593 LTi 1900 1.000 1.000 1.000 1.000 1.000 0.90 1.00 1.000 R 1900 1.000 0.980 1.000 1.000 1.000 0.90 1.00 ---- Northbound Sec IT Adj/LT Sat: ~- T 1900 1.000 0.980 1.000 1.000 1.000 0.90 0.95 1.000 R 1900 1.000 0.980 1.000 1.00Q 1.000 0.90 1.00 ---- Southbound Sea LT Adj/LT Sat: L 1900 1.000 0.980 1.000 1.000 1.000 0.90 0.97 ---- 0.950 3090 T 1900 1.000 0.980 1.000 1.000 1.000 0.90 0.91 1.000 1.000 4577 CAPACITY ANALYSIS WORKSHEET Adj Adj Sat Flow Green --Lane Group-- Appr/ Lane Flow Rate Flow Rata Ratio patio Capacity V/c Mvmt. Group (v) (s) (V/s) (g/C) (c) Ratio Eastbound Pri. Left L 477 3090 0.15 0.209 545 0.74 Thru TR 346 0.209 DaST1NG,doc Subrnitted into the public 10 record in connection with Z'a�' ;tem ortl-!-]- Right • • Westbound Pri. Sec. Left L 443 1593 0.28 0.087 139 3.19 Thru LTR 0 0.087 Right R 0.087 Northbound Pri, Sec. Left Thru T 1870 0.478 Right R 0.478 Southbound Pri. Sec. Left L 330 3090 0.11 0.070 215 1.53 Thru T 1435 4577 0.31 0.574 2627 0.55 Right Sum (v/s) critical R 0.00 Lost Time/Cycle, L - 0.00 sec Critical v/c(X) - 0.00 LEVEL OF SERVICE WORKSMET Appr/ Ratios Un£ Prog Lane Incremental Res Lane (letup Approach Lane Del Adj Grp Factor Ebel Del Grp v/c g/C d1 fact Cap k d2 d3 Delay LOS Delay LOS Eastbound L - 0.74 0.209 42.6 1.000 64.5 0.30 4.7 0.0 47.2 D TR 0.209 1.000 0.0 47.2 D Westbound L 3.19 0.087 52.5 1.000 139 0.50 0.0 'LTR 0.087 1.000 0.0 R 0.087 1.000 0.0 Northbound T 0.478 1.000 0.50 0.0 R 0.478 1.000 0.50 0.0 Southbound L 1.53 0.070 53.5 1.000 215 0.50 986.2 0.0 T 0.55 0.574 15.2 1.000 2627 0.15 0.2 0.0 15.4 B 15.4 B Intersection Delay - 23.4 (sec/veh) Intersection LOS a C HCS: Signals Release 3.1 Jackson M. Ahlstedt Jackson M. Ahlstedt, P.E. Jackson M. Ahlstedt, P.E. 46 N.W. 94th Street Miami Shores, Florida 33150 Phone: (305) 754-8595 Fax: (3OS) 754-8695 E -Mail: OPERATIONAL ANALYSIS u rll6tto� ;:-�:� �'R,. public Intersection: SE M ST/MIAMI AVE CBCOrd in �,c3�� .:.; `::c withcity/state: MIAMI/FLORIDA p�. � Analyst; J. AHLSTEDT item art 1 hLs* i EMSTING.doc Walter F ol*nan City Cleric J-12 03 .`� .� 933 Project No: BRICKELL ERRAND Time Period Analyz EXIST PM PEAK HOUR Data: 7/29/99 EastiWest Street Name: SE 8TH'STREET North/South Street Name: MIAMI AVEIM VOLUME DATA ( Eastbound I Westbound I Northbound I Southbound I I L T R I L T R I L T R I L T R I Volume 1196 621 1 E 597 41 ! 1 PliF 10.90 0.87 1 1 0.72 0.83 ! 1 PK 15 Vol 155 178 1 1 207 12 1 1 Hi Ln Vol I Grade I 0 1 ) 0 ! ! Ideal Sat 1 1900 I I 3900 I I ParkExist IX X I IX X I I NumPark 120 20 1 120 20 1 1 Heavy Veh}5 2 1 1 0 o I I No. Lanus 1 0 3 0. 1 0 0 0 1 0 3 0 I 0 0 0 1 LGConfig I LT I I TR I I Late Width 1 12.0 1 1 12.0 1 I RTOR Vol I I I I ! Adj Flout .'1 934 I 1 829 1 I /InSharedLnl I I f I Prop Tarns 10.24 1 1 1 I NumPeds 1 I 0 1 0 ! ! NumBus I 0 I I 0 I f Duration 1.00 Area. Type: CBD or Similar OPERATING PARAMETERS _ - I Eastbound 1 Westbound I Northbound I Southbound I I L T R I L T R I L T R I L T R I ini.t unmet 1 0.0 Arriv. 'lypel 3 } I 3 1 ! unit Est. 1 3.0 I ! 3.0 1 I I Factor 1 1.000 I I 1.000 I I Lost Time 1 2.0 I 1 2.0 I ! Ext of g 1 2.0 1 1 2.0 I I Pad Min g 1 0.0 [ 1 0.0 1 I BASE DAT Phase Combination 1 2 3 4 1 5 6 7 8 EB Left P I NB Left Thru P I Thru P Right I Right P Peds I Ped WB Left I SB Left Thru 1 Thru Right I Right Peds I Ped NB night I EB Flight SB Right I I WB I Right Green 28.0 } 44.0 Yellow 4.0 4.0 Submitted into the public All Red 0.0 0.0 record in connection with Cycle Length: 80;0 secs Ite01-i on 6'!S'01 _-- EXISTING.doc Walteffoeman City Clerk .`� .� 933 • VOLwE AD,NSTmma woRKSHEn Westbound Sac IT Adj/LT Sat: Northbound Sec IT Adj/LT Sat: TR 1900 1.000 1.000 1.000 0.900 1.000 0.90 0.91 1.000 Southbound Seo IT Adj/LT Sat: CAPACITY ANALYSIS WORKSHEET ,Adj Adj Sat Adjusted Prop. Prop. Appr/ Lane Appr./ Mut Flow Rats Flow No. Lane Flow Rate La ft Right (V) Movement Volume PHF Rate Lanes Group RTOR In Lana Corp Turns Turns Eastbound Pro,. Left 198 0.90 220 0 Thru 621 0,87 714 3 IT 934 0.24 Right 934 0 0.23 0.350 1425 0.66 Right Westbound Westbound Left 0 Submittv.d. into -the public Pri, . Thru 0 . Sec. G.doc Right item P_13 . oto 1-i • / 1 0 Northbound City Cleric Left 0 � � +-1 3 Thru 597 0.72 829 3 TR 629 Right 41 0.83 0 Southbound Left 0 Thru 0 Right 0 +� Value entered by user. SATURATION FLOW ADJUSTMENT WORKSHEET Appr/ Ideal Adj Large Sart f f f f f f f f f Sat Group Flow W HV 0 P HA A LU RT IT Flow Eastbound Sec LT Adj/LT Sat: LT 1900 1.000 0.980 1.000 0.900 1,000 0.90 0.91 1.000 0.988 4071 Westbound Sac IT Adj/LT Sat: Northbound Sec IT Adj/LT Sat: TR 1900 1.000 1.000 1.000 0.900 1.000 0.90 0.91 1.000 Southbound Seo IT Adj/LT Sat: CAPACITY ANALYSIS WORKSHEET ,Adj Adj Sat Flow Green --Lane Group— Appr/ Lane Flow Rate Flow Rats Ratio Ratio Capacity We Mvmt Group (V) (s) (v/s) (g/C) (a) Ratio Eastbound Pro,. Sec. Left Thru LT 934 4071 0.23 0.350 1425 0.66 Right Westbound Submittv.d. into -the public Pri, . record in :�.��6��s�,�;tic�rt with . Sec. G.doc item P_13 . oto 1-i • / 1 Waiter Foeman City Cleric � � +-1 3 • • • Left • Thru Right Northbound Pri. Sec. Left Thru TR 829 0.550 Right Southbound Pri. Sec. Left Thru Right Sum (v/s) critical = 0.00 Lost Time/Cycle. L - 0.00 sec Critical v/c(X) - 0.00 LEVEL OF SERVICE WORKSHEET Appr/ Ratios Un£ Prog Lane Incremental Res Lane Group Approach Lane Del Ad j Carp Factor Del. Diel Grp v/c g/C dl Fant Cap k d2 d3 Delay LDS Relay LOS Eastbound IT 0.66 0.350 x1.9 1.000 1425 0.50 2.4 0.0 24.3 C 24.3 C Wsstbouud Northbound TR 0.550 Southbound 1.000 0.50 0.0 Intersection Delay . 24.3 (sec/veh) Intersection LOS - C T Jackson M. Abletedt Jackson M. Ahlatedt, P.E. Jackson M. Ahlstedt„ P.E. 46 N.W. 94th Street Miami Shares. Florida 33154 Phone.: (305) 754-'8695 E -Mail., Intersection: City/State: Analyst; Project Na: Time Period Analysed: - .Data : East/West Street Name: North/South Street Name: EXISTING,doc HCS: Signals Release 3.1 Fax: (305) 751-8695 -OPERATIONAL ANALYSIS- _ SE 13TH ST\BRICKELL AVE MIAMI/FLORIDA J. AHLSTEDT BRICKELL GRAND FM PK HR - EXISTING SE 13Th STREET BRICKELL AVENUE SubmIttod into th6..p0110 rec�arc� e' n , with Itern waj1c,n lim Sou 71an x City Qlerk ATA-- -VOLUME DATA....... I Eastbound I 1 Westbound 1 Northbound I Southbound 1 I L T R 1 L T R 1 L ' T R 1 L T R 1 Volume 1306 167 1426 528 1 69 91 1120 301 80 1159 1286 31 PHF 10.80 0.76 0.92 10.76 0.75 0.70 10.91 0.89 0.60 10.74 0.94 0.88 1 PK 15 Vol 196 23 25 139 100 31 144 365 13 123 379 150 1 Hi Ln Vol I 1 1 i } % grade I 0 1 0 1 0 1 0 I Ideal Sat 11900 1900 1900 11900 1900 1900 11900 1900 11900 1900 Iwo I ParkExist 1 NumPark E E I I E 1 Heavy Veh10 0 0 jU 0 0 10 0 0 10 0 0 1 No. Lanes 1 1 1 1 1 1 1 1 1 1 2 0 1 1 2 1 1 LGConfi3 I L LT R 1 L T R I L TR I L T R 1 Lane Width 112.0 12.0 12.0 112.0 12.0 12.0 112.0 12.0 112.0 12.0 12.0 1 RTOR Vol 1 0 1 0 1 0 1 0 1 Adj Float 1382 91 99 1158 401 126 1175 1513 191 1517 600" 1 %I nSharedLn 10 1 1 1 1 Prop Turns 10.00 1 1 0.03 1 1 NumPeds 1 0 1 0 1 0 1 0 1 Nurvaus 10 0 0 10 0 0 10 0 10 0 0 1 Duration 1.00 Area Type: All other areas OPERATING PAAAMETER.� - I Eastbound 1 Westbound 1 Northbound E Southbound 1 I L T R j L T R 1 L T R 1 L T R 1 Init unmet l 10.0 0.0 i 0.0 10.0 0.0 0.0 E 10.0 0.0 I i 10.0 0.0 0.0 1 Arriv. . 7pe 13 3 3 13 3 3 13 3 13 3 3 1 Unit Ext. 13.0 3.0 3.0 13.0 3.0 3.0 13.0 3.0 13.0 3.0 3.0 1 I Factor '1 1.000 1 1.000 1 1.000 1 1.000 1 Lost Time 12.0 2.0 2.0 12.0 2.0 2.0 12.0 2.0 12.0 2.0 2.0 1 Ext of.g 12.0 2.0 2.0 12.0 2.0 2.0 12.0 2.0 12.0 2.0 2.0 1 Ped Min g 1 0.0 1 0.0 1 0.0 1 0.0 1 PHASE DATA,_ � _ Phase Combination 1 2 3 4 1 5 6 7 8 EB Left A 1 NH Left P Thru A I Thru P Right A I Right P Peds i Ped WS Left A I SB Left P Thru A 1 Thru P Right A 1 Right P Peds I Ped Nb Right I EB Right SB Right i 1 W8 1 Right Green 15.0 i 16.0 69.0 SubMitted Into th€? pubiiC Yellow All Red 4.0 1.0 4.0 1.0 4.0 1.0 record in Ciinrj00Lr10r) with item ori &J-9fo 1-__ Cycle Length: 115.0 secs Walter Foernan VOLUME ADJUSTMENT WORKSHEET -_-_ _ ____ Qity C,leri( Adjusted Prop....Erop. Appr./ Mvt Flaw No. Lana Flaw Rata Left Right Movement Volume PHF Rate Lanes Group RTOR In Lane Grp Turns Turns EMST NG.doc 15 ���33 Southbound Sec LT Adj/LT Sat: L 1900 1.000 ]3astl�ound � 0.091 172 T 1900 1.000 1.000 1.000 1.000 1.000 1.00 0.95 1.000 1.000 3610 R 1900 1.000 1.000 1.000 1.000 1.000 1.00 1.00 0.950 Left 306 0.60 382 1 L 382 Adj Adj Sat Flow Green --Lane Group- Thru 69 0.76 91 1 LT (v) 91 0.00 Ratio Eastbound Flight 91 0.92 99 1 R 0 99 Westbound 392 1805 # 0.21 0.130 235 1.53 Thru LT 91 1900 0.05 0.130 248 0.37 Right R 99 Luft 120 0.76 158 1 L 158 Thru 301 0'.75 401 1 T 158 401 0.63 Thru T 401 Right 68 0.70 126 1 R 0 126 Subm1ttod into the (31.3bliC Northbound re Cord in connOG len w1th 16 item PZ -X on A Left 159 0.91 175 1 L 175 Thru 1286 0.88 1461 2 TR 1513 0.03 Right 31 0.50 52 0 0 Southbound Left 67 0.74 91 1 L 91 Thru 1426 0.94 1517 2 T 1517 Right 528 0.89 600 1 R 0 600 Value entered by user. SATURATION FLOW ADJUSTMENT WORKSHEET Appr/ Ideal Adj Lane Sat £ £ f £ f f f f f Sat Group Flow W HV 0 P BB A LU RT LT Flow Eastbound Sea LT Adj/LT Sat: L 1900 1.000 1.000 1.000 1.000 1.000 1.00 1.00 ---- 01950 1865 LT 1900 1.000 1.000 1.000 1.000 1.000 1.00 1.00 1.000 1.1100 1900 R 1900 1.000 1.000 1.000 1.000 1.000 1.00 1.00 0.850 ---- 1615 Westbound Sea LT Adj/LT Sat: L 1900 1.000 1.000 1.000 1.0013 1.0001 1.00 1.00 ---- 0.950 1005 T 1900 1.000 1.000 1.000 1.000 1.000 1.00 1.00 1.000 1.000 1900 R 1900 1.000 1.000 1.000 1.000 1.000 1.00 1.00 0.850 - 1615 Northbound Sea LT Ari j /LT Sat: L 1900 1.000 1.000 1.000 1.000 1.000 1.00 1.00 ---- 0.090 170 Tit 1909 1.000 1.000 1.000 1.000 11000 1.00 0.95 0.995 1.000 3591 Southbound Sec LT Adj/LT Sat: L 1900 1.000 1.000 1.000 1.000 1.000 1.00 1.00 ---- 0.091 172 T 1900 1.000 1.000 1.000 1.000 1.000 1.00 0.95 1.000 1.000 3610 R 1900 1.000 1.000 1.000 1.000 1.000 1.00 1.00 0.950 ---- 1615 CAPACITY ANALYSIS WORKSHE?~T Adj Adj Sat Flow Green --Lane Group- Appr/ Lane Float Rate Flow Rate Ratio Ratio Capacity v/c Mvmt (letup (v) (s) (v/s) (S/C) (c) Ratio Eastbound Pri. Sec. Left L 392 1805 # 0.21 0.130 235 1.53 Thru LT 91 1900 0.05 0.130 248 0.37 Right R 99 1615 0.06 0.130 211 0.47 Westbound Pri . Sec. Left L 158 1805 0.09 0.139 251 0.63 Thru T 401 1900 # 0.21 0.139 264 1.52 Right-- R 126 1615........... 0.08.. _0.139.._ . 225 ..0.56... . Northbound Subm1ttod into the (31.3bliC EMSnMr.doc re Cord in connOG len w1th 16 item PZ -X on A Walter Foeman �� City Clerk • • • LEVET. OF SERVICE WORKSHEET Appr/ Ratios Unf Prog Lane Incremental Res Lane Group Approach Lass . Del. Adj Grp Factor Del Dal Grp v/c g/C dl Fact Cap k d2 d3 Delay LOS Delay LOS Eastbound 1.72 0.600'23.0 Cycle Length, C 115.0 sec 1.000 102 Sea. 69.0 0.0 L 1.63 0.130 50.0 1.000 Left L 175 170 # 1.03 0.600 102 1.72 Thru TR 1513 3591 0.42 0.600 2155 0.70 Right 46.6 D 46.6 D R 0.47 0.130 46.3 1.000 Southbound 0.11 1.7 0.0 48.0 D Pri. 103 0.50 92.1 0.0 111.7 Sec. T 0.70 L 0,63 0.139 46.7 1.000 Left L 91 172 0.53 0.606 193 0.88 Thru T 1517 3610 0.42 0.600 2166 0.70 Right R 600 1615 0.37 0.600 969 0.62 225 0.16. Sum (v/s) critical - 1.45 49.4 Lost Time:/Cycle. L - 12.00 sec Critical vrc(X) - 1.62 LEVET. OF SERVICE WORKSHEET Appr/ Ratios Unf Prog Lane Incremental Res Lane Group Approach Lass . Del. Adj Grp Factor Del Dal Grp v/c g/C dl Fact Cap k d2 d3 Delay LOS Delay LOS Eastbound 1.72 0.600'23.0 Cycle Length, C 115.0 sec 1.000 102 0.50 69.0 0.0 L 1.63 0.130 50.0 1.000 235 0.50 15.9 0.0 2155 0.50 LT 0.37 0.130 45.7 1.000 246 0.1.1 0.9 0.0 46.6 D 46.6 D R 0.47 0.130 46.3 1.000 211 0.11 1.7 0.0 48.0 D Westbound 103 0.50 92.1 0.0 111.7 F T 0.70 L 0,63 0.139 46.7 1.000 251 0.21 5.1 0.0 51.8 D T 1.52 0.139 49.5 1.000 264 0.50 953.6 0.0 3.0 51.8 D R 0.56 0.139 46.2 1.000 225 0.16. 3.2 0.0 49.4 D Northbound L 1.72 0.600'23.0 Cycle Length, C 115.0 sec 1.000 102 0.50 69.0 0.0 Effective Green Time for Lane Group. g 69.00 TR O.70 0.600 15.9 1.000 2155 0.50 2.0 0.0 17.9 B 17.9 8 Southbound 91 Proportion of Left Turns in Opposing Flow, Pito 0.00 0.00 Adjusted Opposing Flow Rate, Vo 1517 1513 Last Time for Lane Group, tl 4.00 L 0.88 0.600 19.6 1.000 103 0.50 92.1 0.0 111.7 F T 0.70 0.600 15.9 1.000 2166 0.50 1.9 0.0 17.8 B 23.1 C R 0.62 0.600 14.6 1.000 969 0.50 3.0 0.0 17.6 B Intersection Delay - 24.4 (sec/'veh) Intersection LOS - C SUPPLEMENTAL PERMITTED LT WORKSHEET for exclusive lefts APPROACH )B WB NB SB Cycle Length, C 115.0 sec Actual Breen Time For Lane Group, G 69.0 69.0 Effective Green Time for Lane Group. g 69.00 69.00 Opposing Effective Green Time, go 69.0 69.0 Number of Lanes in Laws Group, N 1 1 Number of Opposing Lanes, No 2 2 Adjusted Left Turn Flow Rate, Vlt 175 91 Proportion of Left Turns in Opposing Flow, Pito 0.00 0.00 Adjusted Opposing Flow Rate, Vo 1517 1513 Last Time for Lane Group, tl 4.00 4.00 Left Turns per Cycle: LTC-VltC/3600 5.59 2.91 Opposing Flow per Lame, Per Cycle. Vola-VoC/3600fluo 25.51 25.44 Opposing Platoon Ratio, Rpo (Table 9-2 or Eqn 9-7) 1.00 1.00 SF-[Gexp(- a * (LTC ** b))]-tl, gf<-g 0.0 0.0 Opposing Queue Ratio: qro-l-Rpo(go/C) 0.40 0.40 ggn(4.943Volco•0.762)((gro**1.061)-t1], gq<-g 32.67 32.50 gu -g-gq if gq>wgf, -g-gf if gq<gf 36.33 36.50 n-(gq-gf)/2, 0-0 16.33 16.25 Ptho- I-Plto ' 1.00 1.00 Pl*-Plt[l+t(N-1)g/(gf+gu/Ell+4.24))) 1.00 1.00 EMSTING.doc Submitted into the public 17 record in connection with� � ..�, I �� �'� item =j ' an • -?C*-• _ .t ,� Waiter Foonian City Cleric • • • Ell (figure 9-7) . 5.87 5.B4 El2-(1-Ptho**n) co, E12>-1.0 1100 1.00 fmin-Z(1+Plt)/g or £min=2(1+P1)/g 0.06 0.06 gdif£�aax(gq-gf,0) 0.00 0.00 fm- Cgf/g]+[gu/gj{1/{1+P1(El 1-1)}], (min-fmin;max-1.00) 0.09 0.09 flt-£m-[gf/g]+gdiECC1/{l+Plt(El 2-1))] +[guts]{1/(1+Plt(Ell-1)],(min-fmi�t;mas-1.D) or fit 0.090 0.091 For special case of single -lane approach opposed by multilane approach, see text. +► If P1>-1 for shared left -turn lanes with N>l, than assume de -facto left -turn lane and redo calculations.. ** For permitted left -turns with multiple exclusive left -turn lanes, flt-£m. For special case of multilane approach opposed by single -lane approach or when gf>gq, see text. SUPPLEAL PERMITTED LT WORKSHEET fox shared lefts APPROACH EB Cycle Length, C 115.0 sac Actual Green Time for Lane Group, G Effective green Time for Lane Group, g Opposing Effective Green Time, go Number of Lanes in Lane Group, N Number of Opposing Lanes, No Adjusted Left -Turn Flow Rate, Vlt Proportion of Left Turns in Lane Group, Pit Proportion of Left Turas in opposing Flow, Plto Adjusted Opposing Flow Rate. Vo Lost Time for.Lane Group„ it Left Turns per Cycle: LTC-V1tC/3600 Opposing Flaw per Lane, Per. Cycle: Vola-VoC/3600fluo Opposing Platoon Ratio, Rpo (Table 9-2 or Eqn 9-7) gf-[Goxp (- a * (LTC ** b)) ]-tl, gf<*g Opposing Queue Ratio: qro-l-iipo(go/C) gq-(4.943Vcic**0.762)((qro**1.061)-tl), gq<-g gu -4-gq if gq>-gf, •g-gf if gq<gf n-(gq-gf)/2, n>-0 Ptho-l-Plto Pl++-Plt{1+{(N=1)g/(gf+gu/E11+4,24))) Ell (Figure 9-7) El2-(1-Ptho**n)/Pito, E12>-1.0 figin-2 (1+P1t)/g or fmin-2 (1+Pl )/g gdif£-max(gq-gf,0) fra-[gf/g]+[Su/g][1/{1+PI(E11-1)}], (m;in-fmin,max=1.04) flt=fm-[gf/g]+gdi£f{1/i1+Plt(E12-1)}] WB NB SB +[Bu/g][1/(1+Plt(Eli-1)],(mia-£ntin:maxrtl.4) r�r £lt-[£m+0,91(13-1)]/N** fit Primary For special case of single -cans approach opposed by multilane approach, ages text. * If Pl>-1 for snared left -turn lanes with N>1, them assume de -facto left -turn lane and redo calculations.. ** For permitted Left -turns with multiple exclusive left -turn lanes, flt-fm. For special case of multilane approach opposed by single -lane approach or when gf>gq. see text. SUPPLEMENTAL UNIFORM BELAY WORKSHEET EBLT WELT NBLT SBLT Adj. LT Vol from Vol Adjustment Worksheet. v v/c ratio from Capacity Workshost, X Sub'Mitted Into the publIC Primary phase effective green, g Secondary phase effective green, Sq CF3COfd iii s,,f �_ 't-;.�e�o with (From Supplemental Permitted LT Worksheet), gu item Zai_ OPl Cycle length, C 115.0 Red-(C-g-gq-gu), r Walief F�oeman =STING.docat�y 6A �� p 1933 Arrivals: v/(360 r9 qa Primary ph. depa ores: 9/3600, sp Secondary ph. departures: s(ggfgu)/(gu#3600), as XP+erm XprotxCase xc��e Queue at begining of green arrow, Qa Queue at beginning of unsaturated green, Qu Residual queue, Qr Uniform Delay, dl DELAY/LOS WORKSHEET WITH INITIAL QUEUE Initial. Dur. Uniform Delay Initial Final Initial Lana Appr/ Unmet Unmet Queue Unmet Queue Croup Lane Demand Demand Unadj. Adj. Param. Demand Delay Delay Group Q verh t hrs. ds dl sec u Q veh d3 sec d sec Eastbound Westbound Northbound Southbound Intersection Delay 24.4 sec/veh Intersection LOS C- HCS: Signals Release 3.1 Jackson M. Ahlstedt Jackson M. Ahlstedt, P.E. Jackson M. Ah1stedt, P.E. 46 N.W. 94th Street Miami Shores, Florida 33150 Phone: (305) 754.8695 Far: (305) 754-8695 E -Mail: Intersection: city/state'. Analyst: Project No: Time Period Analyzed: Date: Edst/West Street Name: North/South Street Name: OPERATIONAL ANALYSIS 13TH STNS MIAMI AVE MIAMI/FLORIDA J. A.HLSTEDT HRICKELL GRAND Submitlud publ[G PM PK HR - EXISTING 12/2/99 record in ca>)s1F:. :.::3d7 with SW 13TH STREET jt@fil .O SOUTH MIAMI AVENUE Mter FUcrnan VOLUME DATA;, City Clerk j Eastbound i Westbound j Northbound I Southbound I j L T R i L T R j L T R I L T R i j { I I I EMSTING.doc I9 • Volume 1109 3. 38 131 934 105 186 189 116 142 234 PHP 10.7¢ 90 0.59 10.65 0.91 0.78 10.81 0.8 u.54 10.67 0.78 0.81 PK 15 Vol 137 104 16 112 2'57 34 127 5B 27 16 46 72 Hi Ln Vol I I { I % Grade I 0 I 0 { a 1 0 Ideal Sat 1 1900 1 1900 I 1900 1 1900 ParkEmist I 1 { I Nark avy Vehja 0 0 10 0 0 10 1 a 10 a a No. Lanes I 0 2 0 1 0 2 0 1 0 2 0 1 0 2 0 LGConfig I LTR I LTR I LTR I LTR Lane Width 1 12.0 1 12.0 1 32.0 1 12.0 RTOR Vol 1 0 1 0 1 0 1 a Adj Flow 1 625 1 1209 1 448 1 495 *InSharedLnl I E I Prop Turns 10.24 0.10 10.04 0.1.1 10.24 0.24 10.05 0.58 NumPeds 1 0 1 a I 0 1 0 NumBus 1 0 1 0 1 0 1 0 Duration 1.00 Area Type: All other areas 1 NO Left A Thru OPERATING PARAMETERS 1 Thru 1 Eastbound 1 Westbound 1 Northbound I Southbound I I L T R 1 L T R I L T R I L T R 1 Init unmet 1 0.0 0.0 0.0 1 0.0 { Arriv. TypeI 3 I 3 I 3 I 3 I Unit Ext. 1 3.0 1 3.0 J 3.0 1 3.0 I 1 Factor 1 1.000 1 1.000 1 1.001 J 1.000 1 Last Time 1 2.0 1 2.0 1 2.0 2.0 I Ext of 8 I 2.0 I 2.0 I 2.0 I 2.0 I Ped Ming I 0.0 I 0.0 1 0.0 J 0.0 I PHASE DATA Phase Combination 1 2 3 4 1 5 6 7 8 ED Left P 1 NO Left A Thru P 1 Thru A Right P I Right A Pods Movement 1 Ped Rats WB Left P 1 S8 Left A Thru P 1 Thru A Right P { Right A Peds 0 I Pod NB Right 373 I EH I Right 2 LTR SO Right 0.24 I WB I Right 38 Green 33.0 I 17.0 Yellow 4.0 4.0 All. Red 1.0 1.0 Cycle Length: 60.0 secs VOLUME ADJlIS'IMEI+Tr WORKSHEET )~XISTING.cioa "t,brnitted into the public 20 record,,�in onnocflon with item rc on f ,,-1tez x�-o�:rnan �. 12 3 3 Adjusted Prop. Prop. Appr./ 34vt Flow No. Lana Flow Rate Left Right Movement Volume PHF Rats Lanes Group RTOR In Lams Grp Turns Turns Eastbound Left 109 0.74 147 0 Thru 373 0.90 414 2 LTR 625 0.24 0.10 Right 38 0.59 64 0 a )~XISTING.cioa "t,brnitted into the public 20 record,,�in onnocflon with item rc on f ,,-1tez x�-o�:rnan �. 12 3 3 Westbound 4165 Adj Sat Flow Green --Lane Group--- . Flora Rate Flog Rate Ratio Left 31 v/c 48 0 (s) (v/s) (g/C) (c) Ratio Eastbound Thru 934 0.91 1026 2 LIR 1209 0.04 0.11 Right 105 0.78 135 0 0 Left Nor Thru LTR 625 1994 0.31 Left g5 Left 0.81 106 0 Westbound Thru 189 0.81 233 2 LTR 448 0.24 0.24 Right 59 0.54 109 0 0 Left Southbound Thru LTR 1209 3231 # 0,37 Left 16 0.67 24 0 Northbound Thru 142 0.78 182 2 LTR 495 0.05 0.58 Right 234 0.81 289 0 0 Left +� Value entered by user. Thru LTR 448 2402 # 0.19 0.283 661 SATURATION FLOW AbJ'UMM WORKSHEET Appr/ Ideal FMSTING.doc Submitted into the public 21 Adj Lane Sat f f £ f f f. f f f Sat Group Flow W HV G P 80 A LTJ RT LT Flow Eastbound Sec LT Adj/LT Sat: LTR 1900 1.000 1.000 1.000 1.000 1.000 1.00 0.95 0.985 0.561 1994 Westbound Sec LT Axl j /LT Sat: LTR 1900 1.000 1+000 1.000 1.000 1.000 1.00 0.95 0.983 0.910 3231 Northbound Sec LT Adj/LT Sat: LTR 1900 1.000 1.000 1.000 1.000 1.000 1.00 0.95 0.964 0.691 2402 Southbound Sec LT Adj/LT Sat: ---1- LTR 1900 1.000 1.000 1.000 1.000 1.000 1.00 0.95 0.912 0.921 3035 CAPACITY ANALYSIS WORKSMET Adj Adj Sat Flow Green --Lane Group--- Appr/ Lane Flora Rate Flog Rate Ratio Ratio Capacity v/c Mvmt Group (v) (s) (v/s) (g/C) (c) Ratio Eastbound Pri. SBC. Left Thru LTR 625 1994 0.31 0.550 1097 0.57 Right Westbound Pri . Sec. Left Thru LTR 1209 3231 # 0,37 0.550 1777 0.58 Right Northbound Pri . Sec. Left Thru LTR 448 2402 # 0.19 0.283 661 0.66 Right FMSTING.doc Submitted into the public 21 record in connection with item P on • � � 1 ,� � �{y Walter Fooman C_7 C.� "i -N (Aerk • • Southbound . . Pri. Sec. Left Thru LTR 495 3035 0.16 0.283 860 D.58 Right Sum (v/s) critical a 0.56 Lost Time/Cycle, L - 8.00 sec Critical v/c(X) 4 0.64 LEVEL OF SERVICE WORKSHE>rT Appr/ Ratios Unf grog Lane Incremental Res Lane Group Approach Lane Del Adj Grp Factor Del Del Grp v/c g/C dl Fact Cap k d2 d3 Delay LOS Delay LOS Eastbound LTR 0.57 0.550 6.6 1.000 1097 0.50 2.2 0.0 11.0 B 11.0 B Westbound LTR 0.69 0.550 9.7 1.000 1777 0.50 2.1 0.0 11.9 B 11.9 B Northbound LTR 0.66 0.283 16.9 1. 000 681 0.23 2.4 0.0 21.3 C 21.3 C Southbound LTR 0.58 0.283 18.4 1.000 860 0.17 1.0 0.0 19.4 B 19.4 B Intersection Delay m 14.5 (sec/Veh) Intersection LOS .. B SUPPLEMENTAL PERMITTED LT WORKSHEET for exclusive lefts APPROACH Cycle Length, C 60.0 sec Actual Green Time for Lane Group, G Effective green Time for Lane Group. g Opposing Effective Gruen Time, go Number of Lanes in Lane Group, N Number of Opposing Lanes, Na Adjusted Left --Turn Flow Rate, Vlt Proportion of Left Turns in Opposing Flow, Pito Adjusted Opposing Flow Rate, Vo Lost Time for Lane Group. tl Left Turns per Cycle: LTC-V1tC/3600 Opposing Flow per Lane. Per Cycle: Valc-VoC/3600fluo Opposing Platoon Ratio, Rpo (Table 9-2 or Eqn 9-7) gfd[Gexp(- a * (LTC ** b)))-tl, gf<-g Opposing Queue Ratio: oro-l-Rpo(go/C) gq.(4.943Volc**0.762)[(gro**1.061)-tl), gq<-g =O-gq if -g-gf if gq<gf (gq -ry1 a Ptho-1-Plto pl*-plt[l+{(N-1)g/(gf+gu/E11+4.24))) Ell (Figure 9-7) E12e(I-ptho**n)/Plto, E12>m1.0 fmin-2(1+Pit)/g or fmin42(1+P1)/8 oda. f f mamas { gq-g f , 0 ) fm'EBf/gl+[gu/g)�1/{1+P1 (Ell -1)}]. (min-fmin:max-1.00) fitmEm-[Sf/g]+gdiff[l/{1+plt(E12-1)}] EXISTING. doc ER Wil NB SB Submitted into the publle record in with €teen - y_ ., �,11-lS•a 2ian "k ,? J -1233 L_J • • +[gu/favi/(1+Pltl1-1)),(snin-fsnin;max-1.0) or For spacial case of single -lane approach opposed by multilane approach, see text. * If P1>-1 for shared left -turn lanes with N>l, then assume de -facto left -tarn lane and redo calculations. . �►* For permitted left -turns with multiple exclusive left -turn lanes, fl't-fm. For special case of multilane approach opposed by single -lane approach or when gf>gq, see text. SUPPLE1d=AL PERMITTED LT WORiCs7-IE3�S' for shared lefts APPROACH Cycle Length, C 60.0 sso Actual Green.Time for Lane Group, 0 Effective Green Time for Lane Group. g Opposing Effective Green Time, go Number of Lanes in Lane Group, N Number of Opposing Lanes, No Adjusted Left -Turn Flow Rate, lilt Proportion of Left Turns in Lane Group, Plt Proportion of.Left Turns in Opposing Flow. Pito Adjusted Opposing Flow Rate, Vo Lost Time for Lane Croup, t1 Left Turns per Cycles LTC-VitC/3600 Opposing Flow per Lane, Per Cycle: Vole-VoC/3600fluo Opposing Platoon Ratio. Rpo (Table 9-2 or Equ 9-7) gf-[Gexp(- a * (LTC *0 b)))-tl, gf<-g Opposing Queue Ratio: gro-l-Rpo(go/C) ggm(4.943Volco*0.762)[(groo*1.061)-tl], gq<-g g-S^S£ if gn >•af. wSr-gf if gq<gf n- (6q -S )2, - Ptho-l-Plto P1*-P1t[l+1(9-1)9/(gf+gu/Ell+4.24))) Ell (Figure 9-7) E12-(1-Ptho**n)/Pito, EM -1.0 fmin-Z(1+Plt)/g or fmin-2(1+P1)/g gdif£rmax(gq-g.f,(3) (min-fmin.max-1.00) flt-fm-[gf/g]+gdiff[l/{1+Plt(E12-1)}] EB WB NE SB 33.0 33.0 17.0 17.0 33.00 33.00 17.00 17.00 33.0 33.0 17.0 17.0 2 2 2 2 2 2 2 2 147 46 106 24 0.24 0.04 0.24 0.05 0.04 0.24 0.05 0.24 1209 625 495 449 4.00 4.00 4.00 9.00 2.45 0.80 1.77 0.40 10.61 5.48 4.34 3.93 1.00 1.00 1.00 1.00 2.2 11.6 0.5 6.8 0.45 0.45 0.72 0.72 10.76 2.04 3.28 2.48 22.24 21.14 13.72 10.24 4.30 0.00 1.38 0.00 0.96 0.76 0.95 0.76 0.94 0.09 0.62 0.10 4.63 2.66 2.35 2.24 4.02 1.00 1.37 1.00 0.12 0.07 0.19 0.13 8.59 0.00 2.76 0.00 0.21 0.91 0.47 0.93 +[gu/g)[1/(1+Plt(Ell-1)],(min-fmin;maxal.0) or £lt-[£m+0.91(13-i)]+►* flt primary 0.561 0.910 0.611 0.921 For special case of single -lane approach opposed by multilane approach, see text. * If Pl>-1 for shared left -turn lanes with M>1, 'then assume de -facto left --turn lane and redo calculations. +�* For permitted left -turns with multiple exclusive left -turn lanes, flt-fm. For special case of multilane approach opposed by single -Ions approach or when gf>gg, see text. $UPPLEKENTAL UNIFORM RELAX WORKSHEET Adj. IT Vol from Vol Adjustment Worksheet, v We ratio from Capacity Worksheet, X Primary phase affective green, g . Secondary phase effective green, gq (From Supplemental permitted LT Worksheat).-gu Cycle length, C 60.0 Red-(C-g-Sq-gu). r Arrivals: v/(36G0(max(X,1.0))), qa Primary ph. departures: 8/3600, sp Secondary ph. departures: s(gq+9u)/(gu*360O), as XPerm xc ss Submitted into the public BMSTING.doc record in connection with item on Walter Fooman Gi Clerk EBLT WELT NHLT SBLT 23 ilk Queues at begininw green arrow, Qa Eastbound I Westbound I Northbound I Queue at beginning of unsaturated green, Qu I Volume 1 510 44 Residual queue, Qr PHF 1 0.89 0.69 10.75 0.85 10.59 0.90 0.72 Uniform Delay, d2 143 16 110 377 127 8 Hi Ln Val { DELAY/LOS WORKSHEET WITH INITIAL QUEUE Initial Dur. Uniform Delay Initial Final. Initial Lane Agpr/ Unmet Unmet Queue Unmet Queue Croup Lane Demand Demand Unadj. Adj. Param. Demand Delay Delay Group Q veh t hrs. ds dl sea u Q veh d3 sec d sea Eastbound westbound Northbound Southbound Intersection Delay 14.5 sec/veh Intersection LOS a HCS: Signals Release 3.1 Jackson M. Ahletedt Jackson M. Ahlstedt, P.E. Jackson M, Ahlstedt, P.E. 46 S.W. 94th Street Miami Shores. Florida 3315 Phone: (305) 754-8695 Fax: (305) 754-8695 E -Mail. - -- OPERATIONAL ANALYSIS Intersection: City/State: Analyst: Project No: Time Period Analyzed: Date: East/West Street Ham: North/South Street Name: SW 13Th ST�SW 1ST AVE MIAMI/FLORIDA J. AHLSTEDT HRICK'ELL GRAND PM PK HR - EXISTING 12/1/99 Sial 13TH STREET SW- 1ST AVENUE VOLUME DATA I Eastbound I Westbound I Northbound I L T R 1 L T R I L T R I Volume 1 510 44 I I 130 1282 162 0 23 PHF 1 0.89 0.69 10.75 0.85 10.59 0.90 0.72 PK 15 Val I 143 16 110 377 127 8 Hi Ln Val { Grade Ideal Sat i 1900 90 Dubmitie into tY10 pU R8 EXIBTIl�G.doe record in conneG ion with itcrnl Ej on Southbound L T R 152 135 290 10.74 0.68 0.89 118 50 81 I 1 0 11900 1900 1900 24 VOLUME ADJU'STMENY' WORKSHEET ParkEzist I • I Prop. Prop. I I Flaw No. Lave E Left Right MumPark Volume PHF Rate Lanes Group RTOR In Lana tarp Turns Turns Eastbound Heavy Vehl 0 0 10 0 10 0 0 10 0 0 1 573 2 TR No. Lanes I 0 2 0 1 0 2 0 1 R 1 0 1 1 1 1 1 LGConfig { TR { LT { LTR I L T R { Lane Width i 12.0 I 12.0 { 12.00 112.0 12.0 102.0 RFlow Vol 0 Ad 1 637 1548 1 139 170 199 326 1 %1nSharedLnl i ! l l Prop Turns 1 0.10 10.03 10.77 00.23 1 NumBus s 0 0 1 0 1 0 1 0 j o 0 0 1 Duration 1.00 Area Type; All other areas OPERATING PARAMETERS Eastbound I Westbound I Northbound { Southbound 1 1 L T R I L T R I L T R I L T R Fnit Unmet ( 0.0 1 0.0 10.0 0.0 0.0 1 0.0- I Arriv. Typal 3 { 3 1 3 13 3 3 1 Unit East. 1 3.0 1 3.0 1 3.0 13.0 3.0 3.0 1 I Factor 1 1.000 { 1.000 1 1.000 1 1.000 { Lost Time 1 2.0 I 2.0 I 2.0 12.0 2.0 2.0 I East of g 1 2.0 { 2.0 I 2.0 12.0 2.0 2.0 { Ped Min g l 0.0 1 0.0 1 0.0 [ 0.0 I PHASE DATA Phase Combination 1 2 3 4 1 5 6 7 8 EB Left I S9 Left A Thru P 1 Thru A Right P I Right A Peds I Ped WB Left P I SB Left A Thru P 1 Thru A Right I Right A Peds i Ped NB Right 1 EB Right SB Right { l I WB Right Groan 33.0 i 19.0 Yellow 4.0 4.0 All Red 0.0 0.0 Cycle Length: 60.0 secs VOLUME ADJU'STMENY' WORKSHEET Westbound Left 30 0.75 40 Thru 1282 0.85 1508 Right Northbound EMST7NG.doa 0 2 LT 1548 0.03 R SubM1ttcd into the public zs rocord in conncotio nS it ► iteoa W A .. an J. � � ,,i-i1}cr Foc;rnan cov clerk Adjusted Prop. Prop. Appr./ MVt Flaw No. Lave Flow Rate Left Right Movement Volume PHF Rate Lanes Group RTOR In Lana tarp Turns Turns Eastbound Left 0 Thru S10 0.99 573 2 TR 637 0.10 Right 44 0.69 64 0 0 Westbound Left 30 0.75 40 Thru 1282 0.85 1508 Right Northbound EMST7NG.doa 0 2 LT 1548 0.03 R SubM1ttcd into the public zs rocord in conncotio nS it ► iteoa W A .. an J. � � ,,i-i1}cr Foc;rnan cov clerk Westbound Sea LT Adj/LT Sat: LT 1900 1.000 1.000 1.000 1.000 1.000 1.00 0.95 1.000 0.927 3345 Northbound Sec LT Adj/LT Sat: LTR 1900 1.000 1.000 1.000 1.000 1.000 1.00 1.00 0.869 0.559 922 Southbound Sea LT Adj/LT Sat: Left 62 0 .58 107 0 1119 T 1900 1.000 1.000 Thru a 0.90 0 1 LTR 1.000 13 0.77 0.23 ---- Right 23 0.72 32 0 CAPACITY ANALYSIS WORKSHEET 0 Southbound Adj Adj Sat Flow Green --Lana Group— Appr/ Lana Flow Rate Left 52 0.74 70 1 L (v) 70 Ratio Thru 135 0.68 199 1 T 199 Right 290 0.89 326 1 R 0 326 +� Value entered by user. Left SATURATION FLOW ADJUSTMENT WORKSHEET Thru TR 637 Appr/ Ideal 0.33 Right Adj Lane Sat f f £ f f f f f £ Sat Group Flaw W Hv G P HB A LU RT LT Flow Eastbound Left Sea LT Adj/LT Sat: TR 1900 1.000 1.000 1.000 1.000 1.000 1.00 0.95 0.985 1.00Q 3556 Westbound Sea LT Adj/LT Sat: LT 1900 1.000 1.000 1.000 1.000 1.000 1.00 0.95 1.000 0.927 3345 Northbound Sec LT Adj/LT Sat: LTR 1900 1.000 1.000 1.000 1.000 1.000 1.00 1.00 0.869 0.559 922 Southbound Sea LT Adj/LT Sat: L 1900 1.000 1.000 1.000 1.000 1.000 1.00 1.00 ---- 01589 1119 T 1900 1.000 1.000 1.000 1.0.00 1.000 1.00 1.00 1.000 11000 1900 R 1900 1.000 1.000 1.000 1.000 1.000 1.00 1.00 0.850 ---- 1615 CAPACITY ANALYSIS WORKSHEET Adj Adj Sat Flow Green --Lana Group— Appr/ Lana Flow Rate Flow Rate Ratio Ratio Capacity v/c M=t Group (v) (s) (v/8) WC) (c) Ratio Eastbound Fri. Sec. Left Thru TR 637 3556 0.18 0.550 1956 0.33 Right Westbound Fri. Sec. Left Thru LT 1548 3345 # 0.46 0.550 1840 0.84 Right Northbound Fri. . Sec. Left Thru LTR 139 922 0.15 0.317 292 0.48 Right Southbound Fri. Sec. Left .. L 711 1119 0.06. ...._0..317.. 354 0.20 Thru T 199 1900 0.10 0.317 602 0.33 Right R 326 1615 4 0120 0.317 511 0.64 MSTiNG.doc Submitted into the public 26 record in c()r)nectiefn with itempz -z en .� walt ;r Focinall C,1iGlen( Northbound LTR 0.46 0.317 16.5 1.000 292 0.11 1.2 0.0 17.7 B 17.7 B Southbound L 0.20 0.317 14.9 1.000 354 0.11 0.3 0.0 15.2 B T 0.33 0.317 15.6 1.000 602 0.11 0.3 0.0 16.0 B 15.8 B Sum (v/s) critical - IT66 C Lost Time/Cycle, L - 8.00 sec Critical v/c(X) a 0.77 SUPPLEMMAL PERMITTED LT WORKSHEET LEVEL OIC SERVICE WORKSHEET for exclusive lefts Appr/ Ratios Unf Prog Lane Incremental Res Lane Group Approach Lane Dal Adj Grp Factor Bel Del 19.0 Grp v/a g/C dl Fact Cap k d2 d3 Delay LOS Delay LOS Eastbound Number of Lanes in Lane Group, M 1 Humber of Opposing Lanes, No TR 0.33 0.550 7.4 1.000 1956 0.50 0.4 0.0 7.8 A 7.8 A Westbound 0.77 Adjusted Opposing Flow Rate, Vo 139 LT 0.64 0.550 11.3 1.000 1840 0.50 5.1 0.0 16.4 B 16.4 B Northbound LTR 0.46 0.317 16.5 1.000 292 0.11 1.2 0.0 17.7 B 17.7 B Southbound L 0.20 0.317 14.9 1.000 354 0.11 0.3 0.0 15.2 B T 0.33 0.317 15.6 1.000 602 0.11 0.3 0.0 16.0 B 15.8 B R 0.64 0.317 17.6 1.000 511 0.22 2.7 0.0 20.2 C Intersection Delay - 14.3 (sea/veh) Intersection LOS - H SUPPLEMMAL PERMITTED LT WORKSHEET for exclusive lefts APPROACH EB WB NB SB Cycle Length, C 60.0 sea Actual Omen Time for Lane Group, 0 19.0 Effective Green Time for Lane Group, g 19.00 Opposing Effective Green Time, go 19.0 Number of Lanes in Lane Group, M 1 Humber of Opposing Lanes, No 1 Adjusted Left -Turn Flow state, V1t 70 Proportion of Left Turns in Opposing Flow. Plto 0.77 Adjusted Opposing Flow Rate, Vo 139 Lust Time for Lane Group, tl 4.00 Left Turns per Cycle: LTC-V1tC/3600 1.17 Opposing Flow per Lane, Per Cycle: VolanVoC/3600fluo 2.32 Opposing Platoon Ratio, Rpo (Table 9-2 or Eqn 9-7) 1.00 gf-[Gexp(- a * (LTC ** b))]-tl, gf4-9 0.0 Opposing Queue Ratio. qro-1-lRpo(go/C) 0.68 gq-(4.943Vola**0.762)[(gro**1.061)-tl]« gq<=g 2.26 gu -g-gq if 8$>w9f, .g-gf if gq<gf 16.74 n-(gq-gf)/2, n>-0 1.13 Ptha-l-Plto 0.23 P1*-Plt[i+{(N-1)g/(gf+gu/Ell+4.24))) 1.00 Eli (Figure 9-7) 1.50 E12-(1-Ptho**n)/Plto, EM -1.0 1.05 fmin-2(1+Plt)/g or fmin-2(1+Pl)/g 0.21 gdiff-mau(gq-gf,0) 2.26 (min-fminsmax-1.00) 0.59 fitafm-[gf/g]+gdiff[l/{1+Plt(E12-1)}] +[gu/£l[1/(1+Plt(Ell-1)],(min-fmin;maxal.0) or flt-[fm+0.91(13-1)]/N** 0.589 For special Casa of single -lana approach opposed by multilane approach, see text. MSTING.doc Submitted sato the public 27 record in MMM' th item 1-y on�r/S�I Walter F OCL, r:, .a � Cite Cierk • For speaiai case of single -lane approach apposed by multilane approach, see text. . If P1>-1 for shared left -turn lanes with N>1, then assume de -facto left -turn lane and redo calculations. +�* For permitted left -turns with multiple exclusive left -turn lanes, flt-fm. For special case of multilane approach opposed by single -lana approach for when gf>gq, see tett. SUPPLEMENTAL UNIFORM DELAY WORKSHEEi�_---- EBLT WELT NBLT SBLT Adj. LT Vol from Vol Adjustment Worksheet, v v/c ratio £ram Capacity Worksheet; X Primary phase effective green, g Secondary phase e£fecti,ve.green, 09 (From Supplemental Permitted IT Worksheet), Su Cycle length, C 60.0 Red-(C--g-gq-9u). r Arrivals: v/(3600(max(X,1.0))), qa Primary ph. departures. s/360O, sp Secondary -ph. departures: s(gq+gu)/(gu*3600), ss XPerm Xprot XCase Queue at begining of green arrow, Qa Queue at beginning of unsaturated green, Qu Residual queue, Qr Unifo= Delay,. dl DELAY/LOS WORKSHEET WITH INITIAL Q4JEUE EMSTWG.doc Subr;litt(N] "Into the public 28 rc emd in C ?r� �. ;�3 ,,�� with item �2'� cert ci ° ;, f_l l tk * I£ Fl>-1 for Wd left-turn lanes with N>1, thenoume de-facto left-turn lane and redo calculations. For permitted left-turns with multiple exclusive left-turn lanes, flt-fm. For special case of multilane approach opposed by single-lane approach or when gf>gq, see text. SUPPLE10CAL PERMITTED LT WORKSHEET for shared lefts APPROACH EB WB NB SB cycle Length, C 60.0 sec Actual Green Time for Lane group, G 33.0 13.0 Effective Green Time for Lane Group, g 33.00 19.00 Opposing Effective Green Time, go 33.0 19.0 Number of Lanes in Lame Group, N 2 1 Number of Opposing Lanes, No 2 1 Adjusted Left-Turn Flow Rate, Vlt 40 107 Proportion of Left, Turns in Lane Group,'Plt 0.03 0.77 Proportion of Left Turns in Opposing Flow. Plto 0.00 0.00 Adjusted Opposing Flow Rate., Vo 637 199 Lost Time for Lane Group, tl 4.00 4.00 Left Turns per Cycle: LTC-VItC/3600 0.67 1.76 Opposing Flog per Lane, Per Cycle: Volc-VoC/3600fluo 5.59 3.32 Opposing Platoon Ratio, Rpo (Table 9-2 or Eqn 9-7) 1.00 1.00 gf-[Gexp(- a * (LTC - b))j-tl, g£<-g 13.1 1.0 Opposing Queue Ratio: gro-l-Rpo(go/C) 0.45 0.68 gq-(4.943Volc**0.762)[(gro**1.061)-tl], gq<-g 2.18 4.23 gu -g-gq if gq>-8f, -g-g£ if gq<gf 19.94 14.77 a-(gq-gf)/2, n>-O 0.00 1.62 Ptho"�1-Plto 1.00 1.00 P1'*-Plt(1*{(N--1)g/(gf+gu/E11+4.24))) 0.06 0.77 Ell (Figures 9-7) 2.72 1.70 E12-(1-Ptho**n)/Plto, E12>-1.0 1.00 1.00 fmin-2(1+Plt)/g or fain-2(1+P1)/g 0.06 0.19 9diff-max(gq-gf,0) 0.00 0.00 (min-fmin;max-1.00) 0.94 0.56 Flt-fm-[gf/g]+9diff[1/(1+Plt(E12-1))] +[gu/gj[�./(1+Plt(Eli-i)],(minafmin;max-1.0) ax fltajfm+0,91(N-1)}/N** flt Primary 0.927 0.559 • For speaiai case of single -lane approach apposed by multilane approach, see text. . If P1>-1 for shared left -turn lanes with N>1, then assume de -facto left -turn lane and redo calculations. +�* For permitted left -turns with multiple exclusive left -turn lanes, flt-fm. For special case of multilane approach opposed by single -lana approach for when gf>gq, see tett. SUPPLEMENTAL UNIFORM DELAY WORKSHEEi�_---- EBLT WELT NBLT SBLT Adj. LT Vol from Vol Adjustment Worksheet, v v/c ratio £ram Capacity Worksheet; X Primary phase effective green, g Secondary phase e£fecti,ve.green, 09 (From Supplemental Permitted IT Worksheet), Su Cycle length, C 60.0 Red-(C--g-gq-9u). r Arrivals: v/(3600(max(X,1.0))), qa Primary ph. departures. s/360O, sp Secondary -ph. departures: s(gq+gu)/(gu*3600), ss XPerm Xprot XCase Queue at begining of green arrow, Qa Queue at beginning of unsaturated green, Qu Residual queue, Qr Unifo= Delay,. dl DELAY/LOS WORKSHEET WITH INITIAL Q4JEUE EMSTWG.doc Subr;litt(N] "Into the public 28 rc emd in C ?r� �. ;�3 ,,�� with item �2'� cert ci ° ;, f_l l tk Initial YJ"ur. Appr/ unmet unmet Lane Demand Demand Group Q veh t hrs. Eastbound Westbound Northbound Southbound Uniform Delay Initial Queue Unadj. Adj. Param. ds di sea u Fina• Initial Lane Unmet Queue Group Demand Delay Delay Q veh d3 sea d sec Intersection Delay 14.3 sec/veh Intersection LOS B Jackson M. Ahlstedt Jackson M. Ahlstedt, P.E. Jackson H. Ahlstedt, Q.E. 46 N.W. 94th Street Miami Shores, Florida 33150 Phone: (305) 754-6695 E -Mail: HCS: Signals Release 3.1 Fax: (305) 754-6695 OPERATIONAL ANALYSIS Intersection: SE 15TH RD AND BRICKELL City/State, 141AMI/PLA Analyst, J. AHLSTEDT Project No: PARK PLACE Time Period Analyzed: EXIST PM PEAK Date: 4/8/00 EastAest Strout Name: SE 5TH ROAD North/South Street Name: BRICKELL AVENUE VOLLME DAT { Eastbound 1 westbound { Northbound j Southbound 1 1 L T R 1 L T R 1 L T R { L T R { Volume 131 56 115 1131 67 27 15$ 585 59 133 1543 51 { PHF 10.78 0.15 0.85 1D.83 0.68 0.+48 10.87 0.92 0.71 10.75 0.96 0.69 1 PK 15 Vol 110 19 34 139 25 14 117 159 21 ill 402 19 1 Hi Ln Vol 1 1 1 1 I Grade 1 0 1 a. 1 Q 1 0 1 .Ideal Sat 1 1900 1 1900 11900 1900 11900 1900 1 ParkExist 1 1 ! 1 ! 1% Heavy Veh10 0 0 10 a a 10 a D 10 a a I No Lanes 1 0 2 0 1 0. .. 2. a 1. 1 2 a 1 1 Z 0 1 LGConfig ( LTR I TR 1 L TR 1 L TR Lane Width 1 12.0 1 12.0 112.0 12.D 112.0 12.0 1 EXISTING.doc Subro'sttod into th() publIC 29 rocOrd in �c�� :' §cin with r��r clork MR Vol 1 0 1 0 IE n I Adj FlOW I I 155 167 719 144 1682 I %InSharedLnl E I I I Prop Turns 10.16 0.54 10.00 0.35 1 0.12 1 0.04 NumPeds I 0 I 0 } 0 NamDus 1 0 1 0 10 n 10 0 i Duration 1.00 Area 'Type: All other areas OPERATING PARAMETERS I Eastboutd i Westbound j Northbound E Southbound I I L T R 1 L T R I L T R i L T R I Init unmot 0.0 i 0.0 10.0 0.0 j0.0 0.0 j Arriv. Type j 3 1 3 13 3 13 3 I Unit Ext. 1 3.0 1 3.0 13.0 3.0 13.0 3.0 1 1 Factor 1 1.000 I 1.000 1 1.000 1 1.000 I Lost Time 1 2.0 1 2.0 12.0 2.0 12.0 2.0 1 Est of g 1 2.0 1 2.0 12.0 2.0 12.0 2.0 1 Ped Min g 1 0.0 { 0.0 1 0.0 ; 0.0 1 PHASE DATA Phase Combination 1 2 3 4 1 5 6 7 8 EB Left A 1 1333 Left A Thru A 1 Thru A Right A j Right A Peds j Ped WB Left A 1 SH Left A Thru A i Thru A Right A 1 Right A Peds 1 Ped NB Right 13.H Right SB Right l WS Right I Careen 23.0 } 82.0 Yellow 4.0 4.0 All Red 1.0 1.0 Cyole Length: 115.0 secs VOLUME ADJUSTMENT WORKSHEET Adjusted Prop. Prop. Appr./ MvtG Flow No. Lane Flow Rate Left Right Movement Volume PHF Rate Lanes Group RTOR In Lane tarp Turns Turns Eastbound Left 31 0.78 40 0 Thru 56 0.75 75 2 LTR 250 0.16 0.54 Right 115 0.85 135 0 0 Westbound Left 131 0.83 158 0 Thru 67 0.68 99 2 TR 155 0.00 0.36 Right 27 0.48 56 0 0 Northbbund Left 58 0.87 67 1 L 67 Thru 585 0.92 635 2 TR 719 0.12 Right 59 0.71 83 0 0 Southbound _. Left 33 0.75 44 1 L 44 EXST1NG.doc30 Submitted into the pubilC rocord in ccnnectiOrl with JI -2, On ArA:9 .. item �qp� p py' OL 20 1 ll (;ity Clerk Thru 1545 96 1607 2 TR 168 0.04 Right 51 68 75 0 0 L 1900 1.000 « Value entered by user. 1.000 1.000 1.000 1.00 1.00 ----- 0.095 180 SATURATION FLOW ADJUSTMENT' WORKSHEET_ - TR 1900 1.000 Appr/ Ideal 1.000 1.000 1.000 1.00 0.95 0.963 1.900 Adj' Lams Sat £ £ f f f f f f f Sat Group Flow W 1351 G P BB A LU RT LT Flow Eastbound 1.000 1.000 1.000 1.00 1.00 ----- Sec LT Adj/LT Sat: 677 LTR 1900 1.000 1.000 1.000 1.000 1.000 1.00 0.95 0.519 0.882 2928 Westbound Sec LT Adj/LT Sat: TR 1900 1.000 1.000 1.000 1.000 1.000 1.00 1.010 0.946 1.000 1797 Northbound Seo LT Adj/LT Sat: L 1900 1.000 1.000 1.000 1.000 1.000 1.00 1.00 ----- 0.095 180 TR 1900 1.000 1.000 1.000 1.000 1.000 1.00 0.95 0.963 1.900 3547 Southbound Seo LT Adj/LT Sat: L 1900 1.000 1.000 1.000 1.000 1.000 1.00 1.00 ----- 0.356 677 TR 1900 1.400 1.000 1.000 1.000 1.000 1.00 0.95 0.993 1.000 3586 CAPACITY ANALYSIS WORKSHEET Adj Adj Sat Flow Green --Lane Group— Appr/ Lane Flow Rate Flow Rate Ratio Ratio Capacity v/c Mvmt Group (v) (s) (v/s) (g/C) (a) Ratio Eastbound Pri. Sec. Left Thru LTR 250 2928 0.09 0.200 586 0.43 Right Westbound Pri. Sec. Left Thru Tit 155 1797 # 0.09 0.200 359 0.43 Right northbound Pri. Sec. Left L 67 180 0.37 0.713 128 0.52 Thru TR 719 3547 0.20 0.713 2529 0.28 Right Southbound Pri. Sec. Left L 44 677 0.06 0.713 483 0.09 Thru TR 1682 3586 # 0.47 0.713 2557 0.66 Right Sum (v/s) critical a 0.56 Lost Time/Cycle. L n 8.00 sec Critical v/c(X) a 0.60 LEVEL OF SERVICE WORKSHEET - - Submitted into the WXISTING.doc record in con0("'f; Appr/ Ratios 10 Prog Lane. Incremental Res Se Group Approach Lane Del Adj tarp Factor Dai Dal Grp v/c g/C dl Fact Cap k d2 d3 Delay LOS Delay LOS Eastbound LTR 0.43 0.200 40.2 1.000 586 0.11 0.5 0.0 40.7 D 40.7 D Westbound Tit 0.43 0.200 40.3 1.0100 359 0.11 0.6 0.0 41.1 D 41.1 D Northbound L 0.52 0.713 7.6 1.000 128 0.13 3.9 0.0 11.5 B TR 0.28 0.713 5.9 1.000 2529 0.13 0.1 0.0 6.0 A 6.5 A Southbound L 0.09 0.713 5.1 1.000 483 0.11 0.1 0.0 5.1 A . TR 0.661 0.713 8.9 1.000 2557 0.23 0.6 0.0 9.5 A 9.4 A Intersection Delay - 13.0 (sec/veh) Intersection LOS - B SUPPLEWNTAL PER4dIMD LT WORKSHEET for exclusive lefts APPROACH EB WB NB SB Cycle Length, C 115.0 sec Actual Green Time for Lana Group, G 82.0 82.0 Effective Careen Time for Lane Group. g 82.00 82.00 Opposing Effective Green Time, go 62.0 82.0 Number of Lanes in Lane Group, N 1 1 Number of Opposing Lanes, No 2 2 Adjusted Left Turn Flow Rate, Vlt 67 44 Proportion of Left Turns in Opposing Flow, Plto 0.00 '0.00 Adjusted Opposing Flow Rate, Vo 1682 719 Lost Time for Lane Group, tl 4.00 4.00 Left Turns per Cycle: LTC=VltC/3600 2.14 1.41 Opposing Flow per Lane, Per Cycle: Valc-VoC/3600fluo 28.26 12.09 Opposing Platoon Ratio, Rpo (Table 9-2 or Eqn 9-7) 1.00 1.30 gf-[Gexp(- a ■ (LTC •• b)))-tl, gf<-g 0.0 0.0 Opposing Queue Ratio: qro=l-Rpo(go/C) 0.29 0.29 gq-(4.943Volc*«0.762)i.(gro**1.,061)--tlJ, gq<-g 27.94 4.78 gu -g-gay if W -gf, -g-gf if gq<gf 54.06 77.22 na(gq-gf)/2, n>-0 13.97 2.39 Ptho-l-Plto 1.00 1.00 Pl*-Plt{1+;(N-1)g/(gf+gu/EII+4.24))) 1.00 1.00 Ell (figure 9-7) 6.98 2.64 E12A(I-Ptho**n)/Pito, E12>-1.0 1.00 1.00 fmin-2(1+P?lt)/g or fmin-2(1+Pi)/g 0.05 0.05 gdiff-max(gq-gf,0) 0.00 0.00 (min-£min;max-1.00) 0.09 0.36 flt-£m-jgf/g)+gdi,ff[1/;1+P1t(E12-1)}) +[gu/g][1/(1+Plt(E11-1)j,(min-fmin;max-1.0) or fltR[fm+0.91(N-1)]/t�T** fit 0.095 0.356 For special case of single -lane approach opposed by multilane approach, see text. +► If Pl>-1 far shared left -turn lanes with N>1, then assume dry -facto left -turn lane and redo calculations. •* For permitted left -turns with multiple exclusive left -'turn lanes, flt=fm. For special case of multilane approach apposed by single -lane approach or when gf>gq, see text. Submitted into tfle puivtlle EMSTING.doe record in Connrct!On with 32 item U- l on mornan y� 44 ciiv Clerk ,, � � � 3 SUPPLEMEfi m PERMITTED LT WORRAk- __— for shared lefts Initial APPROACH E8 WB NB S8 Cycle Length, C 115.0 Sac Appr/ unmet Actual Green Thos for Lane Group. 0 23.0 Effective Breen Time for Lane Group, g 23.00 Opposing Effective Breen Time, go 23.0 Number of Lanes in Lane Group, H 2 Number of Opposing Lanes, No 2 Adjusted Luft -Turn Flow Rate, Vlt 40 Proportion of Left Turns in Lane Group. Plt 0.16 Proportion of Left Turns in Opposing Flow. Plto 0.00 Adjusted Opposing F1cw Rate, VO 155 Last Tines for Lane Group, tl 4.00 Left Turns per Cycle. LTC=V1tC/3600 1.28 Opposing Flow per lane, Per Cycle: Vcalc-VoC/3600fluo 2.40 Opposing Platoon Ratio. Rpo (Table 9-2 or Eqn 9-7) 1.00 gf-ZGexp(- a * (LTC ** b))I-tl, gf<-g 4.0 Opposing Queues Ratio: gro-l-Rpo(go/C) 0.80 gq-(4.943Valc**0.762)[(gro**1.061)-tl], gq<=g 0.14 gu -g-gq if gq>-gf, -g-gf if gq<gf 18.96 a- (gq--g f) /2, 0-0 0.00 Ptho-1-Pito 1.00 Ply^'Pit[1+{.(N-1)g/(gf+gu/E11+4.24)j) 0.34 Ell (Figure 9-7) 1.62 El2-(1-Ptho**n)/Pito. E12>-1.0 1.00 fmin-2(1+Plt)/g or fmin=2(1+F1)/g 0.12 gdi££-max(gq-sf-0) 0.00 (rain-fmin;max-1.00) 0.95 flt-fm-[gf/g]+gdiff[1/{1+Plt(E12-1)1] +[gu/9][1/(1+Plt(Ell-1)),(min-fmin�mnx-1.0) or fltm[flu+0.91(N-1)]/i3*" flt Primary 0.882 For special case, of single -lane approach opposed by multilane approach, see text. * if P1>-1 for shared left -tura lanes with N>1, then assume ds -facto left -turn -lane and redo calculations. *+ For permitted left -turns with multiple exclusive left -turn lanes, £lt-fm. For special cases of multilane approach opposed by single -lane approach or when gf>gq, see text. SUPPLEMENTAL UNIFORK DELAY WORKSHEET EBLT WELT HELT SBLT Adj. LT Vol from Vol Adjustment Worksheat, v v/c ratio from Capacity Worksheet, X Primary phase effective green, g Secondary phase affective green, gq (From Supplemental Psrmitted'LT Worksheet), Su Cycle length. C 115.0 Rea-(C-g-gq-gu). r Arrivals: v/(3600(max(X,1.0))), qa Primary ph. departures: s/3600, sp Secondary ph. departures: s(gq+gu)/(gu*3500), as XPerm XProt XCase Queue at begining of green arrow. Qa Queue at beginning of unsaturated green, Qu Residual queue, Qr Uniform Delay, dl SUbmittod Into the PubllC record in GOPr)lmlon with Item pz cgs 1 G eL Walter f--oerflan DELAY/LOS WORYMMET W17H INITIAL QUEUE ity Clerk Initial Dur. Uniform Delay Initial Final Initial Lane Appr/ unmet Unmet Queue Unmet Queue Group Lane Demand Demand Unadj. Adj. Param. Demand Delay Delay Group Q veh t hrs. ds dl sea u Q veh d3 sec d sac EMSTiNG.doc 33 • • i Eastbound Westbound 0orthbound Southbound 0 Intersection Delay 13.0 sec/veh Intersection LOS H Jackson M. Ahlstedt Jackson M. Ahlstedt, P.E. Jackson M. Ahlstedt, P.E. 45 N.W. 54th Street Miami Shores, Florida 33158 Phone: (345) 754-8695 E-mail., HCS: Signals Release 3.1 Fax: (305) 754-8695 _ OPERATIONAL ANALYSIS Intersection: - — SE 15TH RD AND MIAMI AVE Submitted Into th(-- public City/State: MIAMI/FLA record i[l With Analyst: J. AHLSIEDT ltern r OC' 1.�-'�fi'-&( Project No: Pax PLACE Waiter rocman Time period Analyzed: EXIST PM PK HR Date: 4/8/00 City Clerk East/West Street 14ame: SE 15TH ROAD Nbrth/South Street game: S. MIAMI AVENUE I `' VOLUME DATA xrc�r�.rrT ae E ound j Westbound 1 Yorthb I Southbound 1 T R L I L T R 1 R I L T R j L T Unit Est, 1 I L ] 3.0 I Factor j Volume 110 pig' 10.50 j 1.000 1 Lost Time 1 2.0 1 2.0 I Ext of g 1 lao 10.s1 96 - 0.87 32 0.73 120 10.63 221 0.70 17 j 0.61 I 155 10.82 122 0.93 24 0,46 183 0.61 22+4 0.86 Pio 15 Vol -j5 56 65 117 33 13 125 26 11 Is 79 7 I Hi Ln Vol Q I % Grade 1 Ideal Sat ] 1900 I 1900 1 1900 900 1 1 Pra.rkExi.st ( I 1 %Heavy Vehia 0 0 10 0 a 10 0 a 10 0 0 I No. Lanus 1 0 2 LTR 0 j 0 I 2 LTR 0 1 0 ; LTA 0 j 0 LTA 0 I Lt3Config 1 Lane Width 1 12.0 1 12.0 1 12.00 i 12.0 RTOR Vol 1 Adj Flow j 332 150 1 1 250 0 I 1 253 j 376 0 I I %1nSharodLnI Prop Turns 10.06 00.26 I 0.21 1 10.39 00.17 10.09 00.07 NumPeds I 10.27 0 1 NUMBus [ 0 1 0 1 0 1 Duration 1-.00 Area Type: All other areas OPERATING PARAMETERS I Eastbound j Westbound j 1 L T R I L T R 1 Init Unmat 1 0.0 l 3.0 --- Arriv. Type( 3 I Unit Est, 1 3.0 ] 3.0 I Factor j 1.000 j 1.000 1 Lost Time 1 2.0 1 2.0 I Ext of g 1 2.0 I 2.0 I Pert Min g 1 0.0 ] 0.0 { Northbound L T R 0.0 3 3.0 1.000 2.0 2.0 0.0 Southbound L T R I 3 i 1 3.0 I I 1.000 1 1 2.0 I 2.0 j 0.0 I E DAT Phase Combination 1 2 3 4 1 5 6 7 8 EB Left A ] NB Left A Thru A I Thru A Right A 1 Right A Peds 1 Ped WB Luft A 1 S8 Left A Thru A l Thru A Right A j Right A Peds I Ped M Right I EB Right SB Right WB Right Green 9.0 41.0 Yellow 4.0 4.0 All Red 1.0 1.0 Cycle 'Length: 60.0 secs VOLUME ADJUSTMENT WORKSHEET Adjusted Prop. Prop. Appr,i Mvt Flow No. Lane Flow Rate Left Right Movement Volume PHF state Lanes Group RTOR In Lane Grp Turns Turns Eastbound Left 10 0.50 20 0 EXISTING.doe 35 Submitted Into the public record in connC)Cflon with item - on Waiter _C; i�: , ,Ir�r1c Thru 183 81 226 2 LTR Adj 332 0.06 0.26 Appr/ Lane Right 224 ,86 86 0 150 (s) (v/s) (g/C) (c) Ratio Eastbound Westbound Pri . boa. Left 55 0.82 67 0 .Thru LTR Thru 122 0.93 131 2 LTR 250 0.27 0.21 Westbound Right 24 0.46 52 0 0 Sea. Northbound Left Thru LTR Left 80 0.61 99 0 Northbound Thru 96 0.87 110 2 LTR 253 0.39 0.17 Left Right 32 0.73 44 0 0 ,_oeman 36 Southbound :.' i fork Left 20 0.63 32 0 Thru 221 0.70 316 2 LTR 375 0.09 0.07 Right 17 0.61 28 0 0 +� value entered by user. SATURATION FLOW ABJUSMO= WORKSMET Appr/ Idem Adj Lane Sat f f f € f f f f f Sat Group Flour W Hv G P $H A LU RT LT Flora Eastbound Sec LT Adj/LT Sat: LTR 1900 1.000 1.000 1.000 1.000 1.000 1.00 0.95 0.961 0.922 3200 Westbound Sec LT Adj/LT Sat: LTR 1900 1.000 1.000 1.000 1.000 1.000 1.00 0.95 0.969 0.723 2530 Northbound Sac LT Adj/LT Sat: LTR 1900 1.000 1.000 1.000 1.000 1.000 1.00 0.95 0.97 4 0.748 2629 Southbound Sec LT Adj/LT Sat: LTR 1900 1.000 1.000 1.000 1.000 1.000 1.00 0.95 0.989 0.921 3286 CAPACITY ANALYSTS WORKSHEET. _.._._._..___..-- Adj Adj Sat Flow Careen --Laney Group— Appr/ Lane Flow Rate Flour Rata Ratio Ratio Capacity vac 14vmt Group (v) (s) (v/s) (g/C) (c) Ratio Eastbound Pri . boa. Left .Thru LTR 332 3200 # 0.10 0.150 480 0.69 Right Westbound Pri . Sea. Left Thru LTR 250 2530 0.10 0.150 380 0.65 Right Northbound Submitted into the public Pri. Sec. record hi (;ark{'C;1UTl with Left ROM PZ_04,... W, .._,11f fa EXISTING.doc ,_oeman 36 :.' i fork Thru LTR 03 2529 0.10 0.683 0796 0.14 Right Southbound Pri. . Sec. Left Thru LTR 376 3266 # 0.11 0.683 2245 0.17 Right Sum (v/s) critical - 0.22 Lost Time/Cycle, L ., 9.00 see Critical v/c(X) - 0.26 LEVEL OF SERVICE WORKSHEET Appr/ Ratios Unf Prog Lana Incremental Res Lane Group Appmach Lune Del Adj Grp Factor Del Dal Grp v/c g/C d1 Fact Cap k d2 d3 Delay LOS Delay LOS Eastbound LTR 0.69 0.150 24.2 1.000 480 0.26 4.3 0.0 28.5 C 28.5 C Westbound LTR 0.66 0.150 24.0 1.000 380 0.23 4.2 0.0 28.3 C 28.3 C Northbound LTR 0.14 0.683 3.3 1.000 1796 0.11 0.0 0.0 3.4 A 3.4 A Southbound LTR 0.17 0.683 3.4 1.000 2245 0.11 0.0 0.0 3.4 A 3,4 A Intersection Delay - 15.4 (sec/veh) Intersection LOS - H PLEM=AL PERMITTED LT WORKSHEET, for exclusive lefts APPROACH EH W9 ND SB Cycle Length, C 60.0' sec Actual Green Time for Lane Group, G Effective Green Time for Lana group, S. Opposing Effective Green Time, go Number of Lanes in Lane Group, N Number of Opposing Lanes, No Adjusted Left -Turn Flow Rate, Vlt Proportion of Left Turns in Opposing Flow. Plto Adjusted Opposing Flow Rate, Vo Lost Time for Lane Group, tl Left Turns per Cycle; LTC-V1tC/3600 Opposing Flow per Lana, Per Cycle: Volc*VOC/3600f1uo Opposing Platoon Ratio, Rpo (Table 9-2 or Eqn 9-7) gf-[i3exp(- a * (LTC ** b)))-tl, gf<-9 Opposing Queue Ratio; qro-l-Rpo(go/C) gq- (4.943Volc**0.762) [ (gro*01.061)--tl j , gq<-g Su -g-gq if gq>Ngf, -g-gf if gq<gf n-(gq-gf)/2, n>-0 Ptho-I-Pito Subm. itt0d i':',#il fii3G Pul)"C P1*-Plt[1+{(N-I)g/(gf+gu/E11+4.24))) record ii! with E11 (Figura 9-7) E12-(1-Ptho**n)/P1to, E12>-1.0 0 Item _Pz,r�.0 ,�� i''° (=oc;ri1an fmin-2 (1+Plt) /g or fain -2 (1+P1)/g g"•1 EXISTING.doc ".> Clerk 37 0 • gdiff-max (gq-gf, fm-[gf/g]+[gu/gj[3i{.1+P1 (Ell-1j�]„ (mzn��ttin::naxri.Oq flt-fm-jg£/g]+gdiff[11{1+Plt(E12-1)}]. +[gu/g][1/(1+Plt(E11-1.)].(min=fmin;mau-1.0) or flt-[£m+0.91(N-1)]/N** fit For special case of single -lana approach opposed by multilane approach, see text. * I£ P1>-1 far shared left -turn lanes with N>l, then assume de -facto left -turn lane and redo calculations. ** For permitted Deft -turns with multiple exclusive left -turn lanes, flt-fm. For special case of multilane approach opposed by single -lane approach or when gf>gq, sea text. SUPPLEMENTAL PERMITTED LT WORMHEET for shared lefts APPROACH Cycle Length, C 60.0 sec Actual Green Time for Lane group, G Effective Careen Time for Lane Group. g Opposing Effective Green 'Time, go Number of Lanes in Lane Group, N Dumber of opposing Lanes, No Adjusted Left -Turn Flow Rate, Vlt Proportion of Left Turns in Lane Group, Plt Proportion of Left Turns in Opposing Flow, Pito Adjusted Opposing Flora Rata, Vo Lost Time for Lane Group, tl Left Turns per Cycle: LTC-V1tC/3600 Opposing Flow per Lane,'Per Cycler Vole-VoC/3600£luv Opposing Platoon Ratio. Rpo (Table 9--2 or Eqn 9-7) gf*EGexp(- a * (LTC ** b))]wtl, gf<-g Opposing Queue Ratio: groul-Rpo(go/C) gq-(4.943Volc**0.762)[(gro**1.061)-t1], gq<-g gu -g--gq if gq>-g£, -g-gf if gq<gf n-(gq-gf)/2• a>-0 Ptho-l-Plto Pl*-Plt[1+{(N-1)g/(gf+gu/E11+4.24))) Ell (Figure 9-7) E12-(1-Ptho**n)/Pito, E12>-1.0 f3nin-2(1+Plt)/g or fmin-2(1+P1)/g gdiff-max(gq-gf,0) (min-fmin,max-1.00) flt-fm-[gf/g]+gdiff[1/ll+Plt(E12-1)1] EB WB NO SB 9.0 9.0 41.0 41.0 9.00 9.00 41.00 41.00 9.0 9.0 41.0 41.0 2 2 2 2 2 2 2 2 20 67 99 32 0.06 0.27 0.39 0.09 0.27 0.06 0.09 0.39 250 332 376 253 4.00 4.00 4.00 4.00 01.33 1.12 1.65 0.53 2.19 2.91 3.30 2.22 1.00 1.00 1.00 1.00 2.0 0.0 7.6 19,4 0.85 O.B5 0.32 0.32 0.02 1.48 0.00 0.00 6.97 7.52 33.41 21.63 0.00 0.74 0.00 0.00 0.73 0.94 0.91 0.61 0.11 0.57 0.97 0.18 1.81 1.98 2.07 1,82 1.00 1.00 1.00 1.00 0.25 0.35 0.10 0.06 0.00 1.48 0.00 0.00 01.93 0.54 0.59 0.93 +[gu/g][.1/(1+Plt(E11-1)],(min-fmin;max*1.p) or fit-[fm+0,922N01723 0748 0.921 fit Primary For special case of single -lane approach apposed by multilane approach, sea text. P1 ■1 f h rad left -turn lanes with N>1 then assume de -facto *Ff > orsa left -turn lane and redo calculations. ;* For permitted l9£t-turns with multiple exclusive left -turn lanes, fltafnt. For special case of multilane approach opposed by single -lane approach or when gf>gq, sea text. SUPPLEMEAITAL UNIFORM DELAY WORKSHEET_ - Ade. IT Vol from Vol Adjustment Workshest. v v/c ratio from Capacity Worksheet, X Primary Phase effective green, g Secondary phase effective green, Sq (From Supplemental Permitted LT. Worksheet), gu Cycle length, C 60.0 Red-(C-g-gq-gu). r Arrivals: v/(3600(max(X,1.0))), qa Primary ph. departures: x/3600, sp Secondary ph. departures: s(9q+9u)/(5u*3G00), EXISTING.doc EBLT WELT NBLT SBLT Submitted Into the public record in with ss item fix. .__ on IF�• i :I -iii 1��� Ierk 38 <) � 1 %� ;e _1 ,W to } Xperm • • Xprot XCnse Queue at begining of green arrow. Qac Queue at beginning of unsaturated green. Qu Residual. queue, Qr Uniform Delay,. d1 DELAY/LOS WORKSHEET WITH INITIAL QUEUE! Initial Dur. Uniform Delay Initial Final Initial Lama Appr/ Unmet Unmet Queue Unmet Queue Group Tana Demand Demand Unadj. Adj. Par=. Demand Delay Delay Group Q veh t hrs. ds di sac u Q veh d3 sea d sec Eastbound Westbound Northbound Southbound Intersection Delay 1S.4 sec/veh Intersection LOS H 0 Jackson M. Ahlstedt Jackson M. Ahlstedt, F.E. Jackson M. Ahlstedt, P.E. 46 N.W. 94th Street Miami. Shares, Florida 33150 phone: (305) 754-8695 EMSTING.doc HCS: Signals Release 3.1 Submitted into the, public record in �:eq=:Q ctsars with items _..-. . � �, .11nArn'll CC; -non ,'lark Fax: (305) 754-6695 39 9 n1 ty t • E -trail: 0 OPERATIONAL ANALYSTS Intersection: ISM RD AND SW IST AVE City/State: MIAMI/FLA Analyst: J. AHLSTEDT Project No: PARK PLACE Time Period Analyzed: EXIST PM PK HR Date: 4/8/00 East/West Street Name: I5TH ROAD North/South Street Name: SW IST AVENUE _VOLUME DATA Eastbound I Westbound L T R { L T R 1 Northbound L T R Southbound L T R Volume 16 282 1 200 11 1 1125 Northbound 49 1 PHF 10.30 0.90 1 0.80 0.69 1 10.95 1 0.62 ! PK i5 Vol Is 78 1 62 4 1 133 1 0.0 15 { Hi Ln Vol I I I 0.0 ! i 3 I Y. Grade 1 0 1 0 1 1 0 1 Ideal Sat 1 1900 1 1900 1 { 1900 1 ParkExist 1 I I I 1 1.000 1 NumPark I I 2.0 ! l 1 Heavy vehlo 0 1 0 0 1 10 1 0 1 No. Lances 1 0 2 0 1 0 2 0 1 0 0 0 1 0 0 0 1 LOConfig I LT { TR 1 1 LR 1 Lane Width 1 12.0 I 12.0 1 12.0 1 RTOR Vol J I 0 ! ! 5 0 I Adj Floes 1 333 1 266 1 { 192 1 %InSharedLnl I 1 I 1 I Prop Turns 10.06 1 0.06 1 10.69 0.31 1 NumPeds I I Q 1 0 1 Peds 0 ! NumBus 1 0 1 0 1 1 0 WH Leet Duration 1.00 Area Type: All other areas OPERATINQ PARAMMRS_._..,., —_-- 1 Eastbound I Westbound 1 Northbound 1 Southbound I L T R { L T R 1 L T R I L T R I Init unmet I 0.0 1 0.0 I 0.0 { Arriv. Type1 3 1 3 1 1 3 { Unit Ext. 1 3.0 1 3.0 1 1 3.0 1 I Factor 1 1.000 1 1.000 I 1 1.000 1 Lost Time 1 2.0 1 2.0 1 1 2.0 { Est of g 1 2.0 j 2.0 1 1 2.0 { Ped Min g 1 0.0 1 0.0 ! I 0.0 I -PHASE DATA .: ., Phase Combination 1 2 3 4 1 5 6 7 8 ED Left A I NB Left Thru A 1 Thru Right 1 Right Peds 1 Pod WH Leet 1 SB Loft A Thru A 1 Thru Right A 1 Right A Peds 1 Ped 5ubnititr Cd in'r) the 10ublio ME Right 1 EB Right recol-d 131t ! iters fZ-;� c: H _�[-►s-or SS Right WE Right � MUSTING.doC �olerk Westbound Sec IT Adj/LT Sat: TR 1900 1.000 1.000 1.000 1.000 1.000 1.00 0.95 0.991 1.000 3577 Northbound Sec IT Adj/LT Sat: Southbound Sec LT Adj/LT Sat: LR 1900 1.000 1.000 1.000 1.000 1.000 1.00 1.00 0.858 0.967 1576 CAPACITY ANALYSIS WORKSHEET Arai Ad j Sat Flow Green --Lane Group— Appr/ Lane Flow Rata Flow Rate Ratio Ratio Capacity v/c Mvmt Group (V) (s) (V/s) (g/c) (c) Ratio Eastbound Pri. Sec. EMSTING.doc 57,ubm111L-cd Into the public 41 record in connc decry with 4 / t LO e �ir','� Zai �� �.�/~_�V ..�!. � � ..� �� � a� 402 i Green . 0 sip . Yellow 4.0 4.0 All Red 1.0 1.0 Cycle Length: 60.[F secs VOLUME ADJUSTMENT WORKSHEET Adjusted Prop. Prop. Appr./ Mvt Flow No. Lane Flow Rate Left Right Movement Volume PHF Rate Lanes Group RTOR In Lane Grp Turns Turns Eastbound Left 6 0.30 20 0 Thru 282 0.40 313 2 LT 333 0.06 Right 0 Westbound Left 0 Thru 200 0.90 250 2 TR 266 0.06 Right .11 0.69 16 fl 0 Northbound Left 0 Toru 0 Right 0 Southbound Left 125 0.95 132 0 Thru 0 LR 192 0.69 0.31 Right 49 0.82 60 0 0 » Value entered by user. SA'IIMTION FLOW ADJUSTMENT WORKSHEET Appr/ Ideal f f f f f Adj Sat Lane Sat f f f f Group Flow W HV a P AS A LU RT LT Flow) Eastbound Sec LT Adj/LT Sat: LT 1900 1.000 1.000 1.000 1.000 1.000 1.00 0.95 1.000 0.934 3374 Westbound Sec IT Adj/LT Sat: TR 1900 1.000 1.000 1.000 1.000 1.000 1.00 0.95 0.991 1.000 3577 Northbound Sec IT Adj/LT Sat: Southbound Sec LT Adj/LT Sat: LR 1900 1.000 1.000 1.000 1.000 1.000 1.00 1.00 0.858 0.967 1576 CAPACITY ANALYSIS WORKSHEET Arai Ad j Sat Flow Green --Lane Group— Appr/ Lane Flow Rata Flow Rate Ratio Ratio Capacity v/c Mvmt Group (V) (s) (V/s) (g/c) (c) Ratio Eastbound Pri. Sec. EMSTING.doc 57,ubm111L-cd Into the public 41 record in connc decry with 4 / t LO e �ir','� Zai �� �.�/~_�V ..�!. � � ..� �� � a� • �J • Left Thru LT q33 3374 0.10 0.700 2362 0.14 Right Westbound Pri. Sec. Left Thru TR 266 3577 0.07 0.700 2504 0.11 Right Northbound Pri. Sec. Left Thru Right Southbound Pri. Sec. Left Thru LR 192 1576 0.22 0.000 0 0.00 Right Sum (vis) critical d 0.00 Lost Time,/Cycle, L - 0.00 sea Critical v/c(X) - 0.00 LEVEL OF SERVICE WORKSHEET Appx/ Ratios Unf Prog Lame Incremental Res Lane Group Approach Lane Del Adj Grp Factor Del Del Grp v/c g/C dl Fact Cap k d2 43 Delay LOS Delay LOS Eastbound LT 0.14 0.700 3.0 1.000 2362 0.11 0.0 0.0 3.0 A 3.0 A Westbound TR 0.11 0.700 2.9 1.000 2504 0.11 0.0 0.0 2.9 A 2.9 A Northbound Southbound LR 0.00 0.000 30.0 1.000 0 0.11 0.0 0.0 30.0 C 30.0 C intersection Delay - 9.5 (sec/veh) Intersection LOS a A SUPPLEMEWAL PERMITTER LT WORKSHEET for exclusive lefts APPROACH Cycle Length, C 60.0 sec Actual Green Time for Lane Group, G Effective Green Time for Lane Group, g Opposing Effective Gruen Time, go Number of Lanes in Lane Group, N Number of Opposing Lanes, NO Adjusted Left -Turn Flow Rate, V1t Proportion. of Left Turns in Opposing Flow, Plto EXISTING, doc E WB NB SB ubmIttod IntV fiho Public record in ;t;;;;" :° :: o".'i t.lit , Item "i ,C�a FoGO' an City Clerk 42 Adjusted Opposin0bw Rata. Vo Lost Time for bane group, tl Left Turns per Cycle: LTC-VItC/3600 Opposing Flaw per Lana, Per Cycle: Volc-VoC/3600£luo Opposing Platoon Ratio, Rpo (Table 9-2 or Eqn 9-7) gf-[Gexp(- to * (LTC ** b))]-tl. gf<-g Opposing Queue Ratio: qro-l--Rpa(go/C) gq-(4.943Volc**0.762)[(gro•*1.061)-tl], gq<-g gu -g-gq if gq>-gf, -g-gf if gq<gf n-(gq-gf)/2, n>-0 Ptho-I-Plto P1*-Plt[l+{(N-1)g/(gf+gu/Ell+4.24))) Ell (Figure 9-7) E12-(1-Ptha**n)/Plto, E12>-1.0 fmin-2(1+Plt)/g or fmin-2(1+P1)/S gdi£f-max(gq-gf,0) (ain-fmin:max-1.00) flt-fat-[gf/g]+gdif£[1/{l+Plt(E12-1)�] +Cgu/g][1/(Z+1�1t(Ell-1)].(min-fmin;max-1.0) or fltaCfm+0.91{N-1)]/N** fit For special case of single -bane approach apposed by multilane approach, see text. * If P1>-1 for shared left -turn lanes with N>1, then assume de -facto left -turn lane and redo calculations. *+� For permitted left -turns with multiple exclusive left -turn lanes, flt-fm. For special case of multilane approach opposed by single -lane approach or when gf>gq, see text. SUPPLEMENTAL PERMITTED LT WORKSHEET for shared lefts APPROACH EB Cycle Length, C 60.0 ser- ecActual ActualGreen Time. for Lane Group, G 42.0 Effective Green Time for Lane Group, g 42.00 Opposing Effective Green Time, go 42.0 Number of Lanes in Lane Group, N 2 Number of Opposing Lanes; No 2 Adjusted Left -Turn Flow Rate, Vlt 20 Proportion of Luft Turns in Lans Group, Pit 0.06 Proportion of Luft Turns in Opposing Flow. Plto 0.00 Adjusted Opposing Flow Rate, Vo 266 Lost Time for Lane Group, tl 4.00 Left Turns per Cycle: LTC-V1tC/3600 0.33 Opposing Flow per Lane, Per Cycle: Volc-VoC/3600fiuo 2.33 Opposing Platoon Ratio, Rpo (Table 9-2 or Eqn 9-7) 1.00 gf-[Gexp(- a * (LTC ** b))]-tl, gf<-g 24.1 Opposing Queue Ratio: qro-l-Rpo(go/C) 0.30 gq-(4.943Volc**0.762)[(gro**1.061)-tl], gq<-g 0.00 gu -S-gq if gq>-gf, -g-gfC if gq<gf 17.88 n-(gq-gf)/2, n>-0 0.00 Pthoal-Plto 1.00 Pl*-Plt[l+{(N-1)g/(gf+gu/Ell+4.24))) 0.13 Ell (Figure 9-7) 1.84 E12-(1-Ptho**n)/Plto. E12>-1.0 1.00 fmin-2(1+Plt)/g or.fmin-2(1+P1)/g 0.05 gdiff-max(gq-gf,0) 0.00 (min-fmin:max-1.00) 0.96 flt*£nt-[gf/g]+gdiff[l/{1+Plt(E12-1)}] WB NB SB +Cgu/g][1/(1+Plt(E11.-1)],(min-fmin;max-Z.Q) or flt-Cfm+0.91(1-Z)]il+T** fit Primary 0.934 For special case of single -lane approach apposed by multilane approach, see test. +� If P1>-1 for shared left -turn lanes with N>1, then assume de -facto left -turn lane and redo calculations. ** For permitted left -turns with multiple exclusive left -turn lanes, flt-fm. EMSTING.doc 43 0 For special cas* multilane approach opposed by sie -lane approach or when gf>gq, see text. SUPPLEMENTAL UNIFORM DELAY WORKSHEET _ _ EBLT WELT NBLT SBLT Adj. IT Vol from Vol Adjustment Worksheet, v v/c ratio from Capacity Workshest, X Primary phase effective green, g Secondary phase affective Orson, gq (From Supplemental Permitted LT Workshest), gu Cycle'lengtb. C 60.0 Red =(C-g-gq-gu), r Arrivals: v/(3600(max(X.1.0))), qa Primary ph. departures: 9/3600, sp Secondary ph. departures: s(gq+gu)/(gu•9600), as XPerm XProt XCase Queue at hegining of green arrow, Qa Queue at beginning of unsaturated green, Qu Residual queue. Qr Uniform Delay, di DELAY/LOS WORKSHEET WITH INITIAL QUEUE Initial Dur. Uniform Delay Initial Final Initial Lane Appr/ Unmet Unmet Queue Unmet Queue Group Lane Demand Demand Unadj. Adj, Karam. Demand Delay Delay Group Q veh t hrs. ds dl sec u Q veh d3 sac d sec Eastbound Westbound Northbound Southbound . Intersection Delay 9.5 sec/veh Intersection LOS A EXISTING.doe EMSTING.doc Submitted ln*r) i rf puh110 record III t;�7,,_t,;; _. Item Zy 5, �;9�ith POj 1f-. 1r,of.— VVrtfl'z9Y V()()6'rlan tiK . Cit; Clerk 44 80MItted Into the publle record III connlction with item P—Z— 1 on K,foltcr x=oeman 45 Ci4f Clerk d 0 0 APPENDIX B Existing Roadway Link LeVel of Service jubMiRed info tho public reoord in Connection with Itemfft ? — orl s - W,,. ter Foeman (city Olerfc 913 • • • . 0 ART -TAB Version 2.0 Arterial Level of Service Volume Tables Based on Chapter 11 ofthe 1994 Highway Capacity Manuel Update Florida Department of Transportation DESCRIPTION ROAD NAME: BRICKELL AVENUE From: 8TH ST To: 7TH ST IPEAK»>>>>>x PEAK DIRECTION: NB Study Thee Period: PM PEAK Analpis Dale: JULY 30, IM Number of lanes: 4 AADT: 163W User Notes: 1999 TRAFFIC CHARAC i'EMSTICS w-ManOe^^- K FACTOR: 0.085 (0.06 - n.20) 0 FACTOR: 1.000 (0.50-1.00) P14F: 0.950 (0.70-1.00) ADJ. SAiUMMONFLOW RATE: 1,900 (1400-2000) %TURNS FROM EKMUSIVE LAND 21 0-100 ROADWAY CHARACTERISTICS URBAN, 'TR NSMONING.OR RURAL AAEA rM: U (U, T. or R) ARTERIAL CLASS: 2 (1, 2, or 3) FREE FLOW SPEED (mph): 85 (40,95,30,25) TOTAL LENGTH OF ARTEF4AL (mi): 0.633 MEDIANS (YIN): Y LEFT TURN Y SIGNALIZATION CHARACTERISTICS No. S104ALIZED INTERSECTIONS: 4 ARRiVALTYPE. PEAK DIRECTION: 3 (1,2,3,4.5 or 6) TYPE SIGNAL SYSTEM, S (P, S. or A) r bgft~, AMMMAladl SYSTEM CYCLE LENGTH (sec): 115 (80-18M [GH'TED THRU MOVEM 0.71 Q.20.0.80 PEAK HOUR PEAK DIfiECTION-00LUME //ndudes mwo/esM dwel4 w rum Arnesi Into tho public record in ;oinioction with ItemPZ-ail` on %1-ISm0 Walter i=ceman City Cbrk Level of Service Lars A 0 C D E 1 NIA NIA 1.090 1,420 1,680 2 NIA NIA 2,300 ZWO 3,280 3 NIA NIA 3,510 4.490 4,920 4 NIA NIA . 4,730 6,040 8,590 PEAK HOUR 70091.. rS—QW DIROME N5) pnaWbs kwhiWtvh2 cvnaVSAV AIM Avast 6.31M15Irw2mecE� mipermile Level of Service LANES A B C D E 2 NIA IIIA 1,090 1,420 1,680 4 NIA NIA 2,300 2,960 3.260 6 NIA NIA 3.510 4,490 4.920 8 NIA NIA 4,730 6,040 6,690 AVERAGE ANNUAL DAILY TRAFAC (AADT) (lndudss vahkksIn wdusim rum Tones) 8,31911 Int@Esections RE Mk Level of Servioe taxes A 8 C D E 2 NIA NIA 12,800 16,700 18,600 4 NIA NIA 27,100 34.900 38,300 6 NIA NIA 41.300 52,800 67,900 8 NIA NIA 65,700 71,000 77,500 NIA means the level of s rvfoe Is nota levab e Peak Hour Peak Direolfon ThrouoagM vjo Wo for Full Hour Leval of Service LANES A B C D E 1 NIA NIA 0.64 0.83 0.93 2 NIA NIA 0.87 0.87 4.95 3 NIA NIA 0.69 0.88 0.96 4 A A 0.69 0.88 0.96 Into tho public record in ;oinioction with ItemPZ-ail` on %1-ISm0 Walter i=ceman City Cbrk r� • L 0 ART -TAB Version 2.0 Arterial Level of Service Volume Tables Based on Chapter 11 of the 1994 Highway Capacity Manual Update Florida Department of Transportation DESMON ROAD NAME: BRICKEIl. AVENUE K FACTOR: From: 7TH ST O FACTOR: To: SIM ST aEAK »»»»: PEAK DIRECTION: SB St *Tine Period: PM PEAK Analysis DWO: JULY $0,1999 Wrnber of Lanes: 2 390 AADT: 17900 User Notes: 1999 CHARACTFASTICS SIGNALIZED INTERSECTIONS: ---:4008— K FACTOR: 0.085 (0.06.0.20) O FACTOR: 1.000 (0.50-1.00) PHF: M950 (0.70 -1.0D) J. SATURATION FLOW RATE: 1,900 (1400-2000) "URNS FROM ID(GI.USiVE LANE: 7 (0-.100}, _ ADWAY CHARACTERISTICS 390 URBAN, TRANSITIONING, OR 2 RUA& APEA'iYPE: U (U, T, or R) APTERIALCLASS: 2 (1, 2, or 3) FREE FLOW SPEED (mph): 36 (40,95.30,25) TAL LENGTH OF ARTERIAL (mi): 0.638 MEDIANS (YIN): . Y SIGNALIZED INTERSECTIONS: 4 NAL TYPE, PW DIRECTION: 3 (1.2,3,4.5 or 6) TYPE SIGNAL SYSTEM: S (P. S. or Al dit�a; ,^�Ssm�fadue�ba; ilL74pt/4MdI TEM CYCLE LENGTH (sea): 115 (60-18M PEAK HOUR PEAK }RECTION VOLUME 11/74w as mWe/es" "dug" hrin Me$) Jbm. ittod into the pub11G I'QCOSd irr, z.onmoction With item ?tea on ..jItZeig wLiIje,r (-oon-tan city cloritk ti .w 12 It Level of Service UNM A B C D E 1 NIA NIA NIA 390 810 2 NIA WA N/A SW 1,700 3 NIA NIA N/A 1,210 2,600 4 NIA NIA NIA 1,620 SAW PEAK HOUR VOLUME (BOTH DI CTIO S) pn as wh/des/n srdusr W &xn /arras) 6.919115 Inte►sodtons bar mile Level of Service LAM A 8 e D 5 2 NIA NIA NIA 3BD 810 4 tWA NIA NA 900 1,700 6 NIA NIA N/A 1,210 2,600 8 N/A NIA NIA 1,620 SAW AVERAGE ANNUAL DAILY TMM [AAD 02"es Huhldes /n wwtus/ve r#rm /anes� 6.919115 jnlargedgns nor mite Level of Service LAA A B C D E 2 NIA NIA WA 000 8,600 4 N/A NWA NIA 9.400 20,100 6 NIA NIA NIA 14.200 30,600 8 NIA NIA NIA 19,10D 41200 means the level of service is not aeh avable oak Hour Peak Direction Throupb/Right v/o Rdo for Full Hour Level of Servios Lis A B C D E 1 N/A N/A N/A 0.40 0.82 2 NIA NIA NWA 0.41 0.87 3 NIA NIA NIA 0.41 0.88 4 AA &A 0.41 OAS Jbm. ittod into the pub11G I'QCOSd irr, z.onmoction With item ?tea on ..jItZeig wLiIje,r (-oon-tan city cloritk ti .w 12 It • • ' • ART -TAB Version 2.0 Arf dW I." of Service Volume Tables Based on Chapter 11 of the 1994 Highway Capacity Manual Update Florida Department of Transportation 131EO the publlo "C"'Orl with Item i~•(7orC an City Clerk .3j .. < 33 PEAK HOUR PEAK DiRECl10N VOLUME DESCR P'TION finalrudss vtvoYdes in wd*s" Ran /ares} ROAD NAME: MIAMI AVENUE 6- lntarseclons per mile From: SE 8TH ST To: SE 7TH ST Levet of Servioe PEAK »»»»: PEAK DIRECTION: NB A S C D it StudyTrme Period: PM PEAK i NIA NIA NIA 1,370 1,780 Analysis Date: JULY 30, 1999 2 NIA NIA WA 2,950 SAW Number of Lanes: 3 3 NIA NIA NIA 4,580 6,620 AADT. 11300 4 NIA NIA NIA 6,210 7,580 User Notal: 1999 PEAK HOUR VOLUW19 (BOTH 51MMONS) #704 das VV)VC1ssin exdWAV IVM /anws/ TRAFFIC CHARACTERISTICS §.M idgrgedons per mile —Rwme--_ K FACTOR: 0.065 (0.06-4.20) Level of Service D FACTOR: 1.000 (0.60-1.001 Lags A a C D E PHF: 0.950 (0.70-1.00) 2 NIA NIA NIA 1,370 1,780 SATUPA71ONFLOW RATE: 4,900 (1400-2000) 4 NIA NIA NIA 2950 31660 %TURNS FROM M(CLUSNE LANE. 58 0-1 6 NIA NIA NIA OW 6.620 8 NIA NIA NIA 6,210 7,580 ROADWAY CHARACTERISTICS AVERAGE ANNUAL DAILY TRAFFIC (AADT) URBAN, TRANSITIONING, OR, (1nca6441es Wh desh exc/uslve nim lens) RURAL AI -'9A TYPE: U (U, T, or R) 6, Q Intersections per utile ARTEMAL CLASS: 2 (1, $ora) FREE FLOW SPEER (mph): 35 (40,35,30,2.5) Level of Service TOTAL LENGTH OFARTERUAL(mQ, 0.34 LANA A B C D E MEDIANS(YIN): N 2 NIA NIA NIA 16,100 20,700 LEFTTURN BAYS Y 4 NIA NIA NIA 34,700 48,100 6 N/A NIA NIA 53,900 ' 66,10D SIGNALIZAT10N CHARACTERISTICS 8 NIA NIA NIA 73,100 89,200 NO. SIGNALIZED INTERSECTIONS: 2 A means the level of service 1s not actttsvahle ARRIVAL rfPE, PEAK DIRECTION: S 0,2,3,4,6 or 6) Peals Hour Peals Direction TYPE SIGNAL SYSTEM: S (P, S, orA) ThrougNA ght via Ratio for Full Hour (A43edmea; "effAaM*W,, A-Aalr"d) Level of Service SYSTEM CYCLE LENGTH (se 80 (80-180) LANES A 9 C D t: IGHT'ED THRU MOVEMENT C: 0.44 (0.20-0.g 1 N/A NIA NIA 0.69 13.88 2 NIA NIA NIA 0.74 0.92 3 NIA NIA NIA 0.77 0.94 4 A A A 0.78 0.95 131EO the publlo "C"'Orl with Item i~•(7orC an City Clerk .3j .. < 33 • • i . • ART -TAB Version 2.0 Arterial Level of Service Volume Tobias Based on Chapter 11 ofthe 1994 Highway Capacity Manual Update Florida Department of Transportation DESCRfP'T'ION ROAD NAME: SE 16TH STREET K FACTOR: Frons: Miami Avenue D FACTOR: To: Brickell Avenue *-AX saaaa»a: PEAK DIRIYCTION: StudyTkne Period: PM PEAK Ans aia Date: December 6, IM Number of Lanes: 4 760 AADT: 15400 User Notes; 1999 CHARACTfEFUSTICS VAU2 TIIDN C HARAC 7ASTICS SIGNALIZED INTE1 CT1ONS; -- Range - K FACTOR: 0.092 (0.06- 0.20) D FACTOR: 0.668 (0.60.1.00) PPF: 0.925 (0.70.1.00) 1. SATURATIfON FLOW RATE • 1.900 (1400 - 2000) URNS FROM EXCLUSIVE LANE! 0 {0.100) ADWAY CHARACTEPI5TICS 760 UFIRAN, TRANSITIONING, OR NIA 820 1,370 1,490 RURAL AREA TYPE: U (U. T, or Ft) AATEFdALC.ASS: 8 (1, 2,or3) FREE FLOW SPEED (mph): 36 (96. 80. or 25) TAL LENM OF ARTEWAL (rni): 0.17 MEDIANS fYIN): N VAU2 TIIDN C HARAC 7ASTICS SIGNALIZED INTE1 CT1ONS; 1 NAL TYPE. PEAK DIRECTION: 3 0,2,0,6 or M TYPE SIGNAL, SYSTEM: S (P. S, or A) 1A4 -),A and S-SemlarsYlalad, AMcharlod1 TEM CYCLE LENGTH (sea): 60 f:60 -18% UF) -to jII`t9 $ tO ublil; rC'CCJfd Iai With HOUR PEAK DIFIECnON VOLUME (h7du W MWas In aw,14'asAv Alm /wfis) S Inlersecdonepar Mlle Level of Service LAWNS A B C D E 1 NIA 890 660 730 760 2 NIA 820 1,370 1,490 1,5% 3 NIA 1,280 2,090 2,250 2,340 4 NIA• 1,700 2,820 3,010 3,130 PEAK HOUR 90CUMME (BOTH DIRECTIONS) A 'udssvalweslniwaw"rtvnlanss� IrAwedorts_netmile Levet of Service tags A B C D E 2 NIA 680 1,180 1,290 1,340 4 NWA 1,440 2,410 2,620 2,730 6 NWA 2220 3,680 3,860 4,130 8 NIA $,000 4,970 3.800 6,620 AVERAGE ANNU DAILY TRAFFlC (AADT) (Includes wwosln exausriw juin /ares) lntersego $ per mile Level of Service LAWr s A a C D E 2 NWA 7.400 IZWO 14,000 14,600 4 NIA IS.-= 26,100 26,500 29,700 S NIA 24,100 40.000 43,400 44,$W 8• NWA 32,60 64.000 67,600 60,000 A means the level of service Is not i-ohlevable Peak Hour Peak Direction Throughfthtvla Rdo for Full Hour Level of Service LAM A B C D E 1 NIA 0.49 0.84 0.93 0,97 2 NIA 0.62 0.87 0.96 0.99 3 NIA 0.54 0.89 0.86 1.00 4 NL 0.64 0.90 0.96 1.00 UF) -to jII`t9 $ tO ublil; rC'CCJfd Iai With • • • ART -TAB Version 2.0 Arterial Leval of Service Volume Tables BdSSd on Chapter 11 of the 1994 Highway Capaci y Manuel Update Florida Department of Transportation DESCRIPTION ROAD NAME: SE 7TH STREET From: To: PEAK »»»>a: PEAK DIRECTION- WB StudyThe Period: PM PM Analysis Data: JULY 30. 1599 Number of Lanes: 3 MOT: 9104 - User Notes: 1935 TRAFFIC CHARRCTEFusnCS ---Range-- KFACI'OR: 0.0% (0.06-0.20) D FACTOR: 1.000 (0.60.1.00) PHF: 0.925 (0.70-1.00) ADJ. SATURATION ROW RATE: 1,900 (1400-2000) % TURNS FROM CLUSIVE LANE: 25 0 - if>4 ROADWAY CHARACTERISTICS UMAN. TRANSITIONING, OR RURALAREATYPE: U (U, T, or R) ARTERIAL OAS$. 2 (1, 2, or 3) FREE FLOW SPEED (rnph): 35 (40,86,309M TOTAL LENGTH OF ARTERIAL (mq- 0.17 MEDIANS NIN): N LFFT TURN BAYS : Y SiGNALtZATION CHARACTERISTICS NO'. SIGNALIZED 94TERSECTIONS: i ARRIVAL TYPE, PEAKDIRECrION: 3 [1,23,4,6 or 6) TYPE SIGNAL SYSTEM: S (P, S, crA) tA#fil mod, S--SsmracftWgd, A-Ae trallgdj SYSTEM CYCLE LENGTH (se 80 (60 -180) VrEIGUM9 THRU MOVE NT 4.45 (0,20-0.80 BEAK HOUR PEM DIRECTION VfOLVME t/ndudes srehldesdo exdacs" A#m l-VBs) 5,88M IpteLsedans per mile Level of Service LM49S A B C D E 1 NIA NIA NA 790 980 2 NIA NIA NIA 1,em 2,090 3 NIA NIA NIA 2,690 3,150 4 NIA NLA NIA 3,620 4.230 PEAK H UR VOLUME 030TH DIRECT10N5) (/nafudes trshidg$i1 a**&W AM Anes) 6 (Ojersedons ngr milm Level of Servios LAM A B C D E 2 NIA NIA NIA 780 980 4 NIA NIA NIA 1.690 2,050 6 NIA NIA NIA 2.690 3.150 6 NIA NIA NIA 3,520 4.230 AVERAGE N DAILY C (AAD-) tlndudes nz&vks In &uYus" KrmAnes) 6,i 8 Intersectlons ner mile Level of Service LOES A B C D E 2 NIA NIA NIA 9,200 11,600 4 IVA NIA NIA 19,800 24,100 6 NIA NIA NIA 30,500 $7,000 8 NIA NIA NIA 41A00 48,800 A rrnaans the level of seMoe Is not aoN;v--&le Peak flour Peak Direction ThrouSitlfi W vlo Rallo for Full Hour Level of Selvies LANO A 6 C D E 1 NIA NIA NIA 0.68 0.86 2 NIA NIA NIA 0.74 0.90 3 NIA NIA NIA 0,76 0.92 4 NLA ULA, A D.i7 0.93 Submittod into thp public record in conn,-,c;ylon with Item EL -k— on, A--&-13 4r11.'1��r 1-+.tirll�l; 3 • • ART -TAB Version 2.0 Arterial Level of Service Volume Tables Based on Chapter 11 of the 1994 highway Capacity Manuel Update Florida Department of Transportation DESCRIPTION ROAD NAME: SE STH STREET From: To. PEAK »»a»>: PEW DIRECTION: EB Study Tune Period: PM PEAK WALWPIS, PEM DIRECTION. Artalysls Date: JULY go. 1ass Number of Lanes: 3 iM (8D-180) 390 AADT. 13300 840 User Notes: 1999 4 NIA NIA NIA NIA TRAFFIC CHARACrERISMCS ---Range--- K FACTOR: 0.085 jomB 0.20) D FACTOR: 1.D00 (0.50-1.00) 2 NIA NIA NIA NIA PHF: 0.925 (0.70 -1.00) ADJ, SATURATION FLOW RATE: 1,900 (140D-2000) ar -r, iok,e cnnu euM 1 IMC 1 emits x, to . 7 RYA URBAN, TRANSMONING, OR RURAL.AREATYPE: U (U. T. or R) ARTERIAL CLASS: 2 (1, Z, or 3) FREE FLOW SPEED (mph): 35 (4D,n30,25) TAL L0NGTH OF ARTERIAL (ml: 0.17 MEDIANS (YIN): N CHARACTERISTICS SIGNAUZED INTERSECTIONS: 1 WALWPIS, PEM DIRECTION. 3 0,2,SAAor61 TYPE SIGNAL SYSTEM: S (P. S, or A) /P+ vhWWed, A-A"od) TEM CYC W LENGTH (seo), iM (8D-180) PEAK HOUR PEAK DIREMN VOL ME /IncludesWhMasin axnlus/ve lum AMM LDIRrsedons net mile Level of Service t aNE5 A 8 O D E 1 NIA NIA NA NIA 390 2 NIA NIA NIA WA 840 3 NIA NIA N/A NIA 1,920 4 NIA NIA NIA NIA 1,790 F'<=AIk HOUR VgLUME (BOTH DIRECTIONS) (717dudes vsAwasi7 "ax" 1t#n /Wo -V b Laval of Service LANES A B C D E 2 NIA NIA NIA NIA 380 4 NIA NIA NIA N/A 840 6 NIA N/A NIA NIA 11820 9 NIA MIA NIA N/A 1,790 AVERAGE ANNUAL DAILY TROWIC fAADT) //ndudes vehldes/n exraru Av lumlarnesJ 6,882M Intersadma_ger mite Level of Service t.aNEs A B C D E 2 NIA NIA NIA WA 4,600 4 NIA N/A NIA NIA SAM 6 NIA WA NIA NIA 15,600 8 N/A NIA NIA N/A 21,DD0 A means the fav achEavahle Peak Hour Pablo Direction ThrougWight via Rdo for Full Hour Level of Service LA' 1 NIA NIA NIA NIA 0.73 2 NIA NIA NIA N/A 0.79 3 NIA NA NIA NIA 0.82 4 A A A N A 0,84 Submitted into the public record in ccs; no--tion�%wiith item On Wail -,i i=csaaan City Clerk tJ j 21, 3 • • 0 0 APPENDIX C Intersection Level of Service for Future Traffic Volumes Without Project 'Oubmitted Into th® public Mcord in t t1 with item �-.� or) �.�lEat Waffor � ooman 1Cd , fork l _ . t� ! • 0 Jac3cson M. Ahlstedt Jackson M. Ahlatedt, P.E. Jackson M. Ahlstedt. P.E. 46 N.W. 94th Street Miami Shares, Florida 33150 Phone: (305) 754-8695 E -Mail: • HCS: Signals Release 3.2 Fax: (305) 754-8695 OPERATIONAL ANALYSIS Intersection: SE 7TH Si/BRICKELL AVE City/State: MIAMI/FLORIDA Analyst: J. AHLSTEDT Project No: PARK PLACE Time Period Analyzed: FUIURE W/O PROJECT PM PEAK Date: 6/5/00 East/Wast Street Name: SE 7TH STREET North/South Street Name: BRICKELL AVENUE VOLUME DAT [ Eastbound I Westbound [ Northbound [ Southbound 1 I L T R I L T R I L T R I L T R 1 I Volume I I 1129 0.0 492 130 I 1508 2794 40 I 143 1780 1 504 1 PHF 1 10.60 3 0.82 0.76 10.87 0.97 0.88 10.71 0.98 0.90 1 PK 15 Vol 1 154 3.0 150 43 1146 720 11 115 454 140 I Hi Ln Vol I 1 l 12.0 2.0 I 12.0 2.0 I 2.0 1 X. Grade ! 12.0 l 0 12.4 1 0 2.0 l 0 f Ideal Sat { 11900 1 1900 1900 11900 1900 11900 1900 1900 1 ParkExist Numpark I I I I I /. Heavy Veh 1 10. 0 0 2 2 o 2 2 No. Lanes 1 0 0 0 1 1 1 .1 12 2 2 0 � 1 2 1 ! LGCon£ig I I L LT R I L TR I L T R I Lane Width 1 112.0 12.0 12.0 112.0 12.0 112.0 12.0 12.0 1 RTOR Vol l I I I I Adj Flom 1 1215 600 1584 2890 161 1816 1 %InSharedLnl 10 1 1 1 Prop 'Turns 1 10.00 1 1 1 NumPeds 1 0 1 5o I s0 I s0 I NumBus 1 10 0 0 10 0 10 a 0 1 Duration 1.00 Area Type: CBD or Similar OPERATING PARAMETERS I Eastbound I Westbound. 1 Northbound I Southbound 1 I L T R I L T R' 1 L T R I L T R I Init Unmet 1 10.0 0.0 0.0 10.0 0.0 10.0 0.0 0.0 1 Arriv. Type[ 13 3 3 13 3 13 3 3 1 Unit Ext. 1 13.0 3.0 3.0 {3.0 3.0 13.0 3.0 3.0 1 I Factor I 1 1.000 1 1.000 1 1.000 1 Last Time 1 12.0 2.0 2.0 12.0 2.0 12.0 2.0 2.0 1 Ext of g 1 12.0 2.0 2.0 12.4 2.0 12.0 2.0 2.0 1 Ped Min 3 I 1 0.0 1 0.0 1 0.0 1 PHASE DAT. Phase Combination 1 2 3 4 1 5 6 7 8 EB Left [ NB Left A Submitted Into the public Thru I Thru P r®COrd in c-or �ecl' pro with Right I Right P It@rn F2,1' . on i'[,1T[RE.dOC, I Pad 1 U7: i ;Iork 2 �c 3 4. � Green 20.0 Yellow 4.0 All Red 1.0 33.0 49.0 3.0 4.0 0.0 1.0 Cycle Length: 11:x.0 secs VOLUME AD3USM4MT WORKSHEET Adjusted Prop Prop. Appr./ Mvt Flow No. Lane Flow Rate Left Right Movement Volume PHF Rate Lanes Group RTOR In Lane Grp Turns Turns Eastbound 1.000 1.000 • WB Left A l SB Left A P Thru A Thru P Right A Right P Peds NB Right 1.000 Ped EB Right ---- 0 i SB Right Sec LT Adj/LT Sat: I WS Right Green 20.0 Yellow 4.0 All Red 1.0 33.0 49.0 3.0 4.0 0.0 1.0 Cycle Length: 11:x.0 secs VOLUME AD3USM4MT WORKSHEET Adjusted Prop Prop. Appr./ Mvt Flow No. Lane Flow Rate Left Right Movement Volume PHF Rate Lanes Group RTOR In Lane Grp Turns Turns Eastbound 1.000 1.000 1,000 1.000 1.000 0.90 1.00 ----- 0.950 Left LT 1900 1.000 0 1.000 1.000 1.000 0.90 1.00 Thru R 1900 n 1.000 1.000 Right ---- 0 Westbound Sec LT Adj/LT Sat: L 1900 1.000 Left 129 0.60 215 1 L 215 Thru 492 0.82 600 1 LT 600 0.00 Right 130 0.76 1 R 0.075 Northbound L 1900 1.000 1.000 1..000 1.000 1.000 0.90 1.00 ---- Left 508 0.87 584 2 L 594 Thru 2794 0.97 2880 2 TR 2860 Right 90 0.88 0 3FUTM.doc Southbound Subrnittod into the publlo 2 Left 43 0.71 61 1 L 61 Thru 1790 0.98 1.816 2 T 1816 Right 504 0.90 1 R x Va3.u8 entered by user. Clerk -SAT[MTION FLOW ADJUSTMW WORKSHM, Appr/ Ideal Adj Lane Sat £ £ £ £ f £ f f f Sat Group Flow W HV Q P BB A LTJ RT LT Flow Eastbound Sec LT Adj/LT Sat: Westbound Sec LT Adj/LT Sat: L 1900 1.000 1.000 1,000 1.000 1.000 0.90 1.00 ----- 0.950 1624 LT 1900 1.000 1.000 1.000 1.000 1.000 0.90 1.00 1.000 R 1900 1.000 1.000 1.000 1.000 1.000 0.90 1.00 ---- Northbound Sec LT Adj/LT Sat: L 1900 1.000 0.980 1.000 1.000 1.000 0.90 0.97 0.950 9090 TR 1900 1.000 0.980 1.000 1.000 1.000 0.90 0.95 1.000 Southbound See LT Adj/LT Sat: 0.075 129 L 1900 1.000 1.000 1..000 1.000 1.000 0.90 1.00 ---- 0.950 1624 T 1900 1.000 0.9BO 1.000 1.000 1.000 0.90 0.95 1.000 R 1900 1..000 0.980 1.000 1.000 1.000 0.90 1.00 3FUTM.doc Subrnittod into the publlo 2 record in r;onnrE Lion with / /J itemon Clerk • • • Eastbound Westbound L 0.76 0.174 45.2 1.000 282 LT 0.174 PACITY ANALYSIS WORKSHEET R 0.174 1.000 Northbound L 0.66 Adj Adj Sat Floes green --Lane Group— Appr/ Lane Flow Rate Floes Rate Ratio Ratio Capacity v/c Mvmt Group (v) (s) (v/9) (g/C) (c) Ratio Eastbound Pri. Sec. Left Thru Right Westbound Pri. Sec. Left L 215 1624 0.13 0.174 282 0.76 Thru IT 600 0.174 Right R 0.174 Northbound Pri. Sec. Left L 584 3090 0.19 0.287 687 0.66 Thru TR 2680 0.426 Right Southbound Pri. 61 1624 0.04 0.278 452 0.13 Sec. 0 129 £1.00 0.461 63 0.00 Left L 61 0.739 515 0.12 Thru T 1816 0.426 Right R 0.426 Sulu (V/s) critical a 0.00 Lost Time/Cycle, L - 0.00 sec Critical v/c(x) a 0.00 LEVEL OF SERVICE WORKSHEET Appr/ Ratios Unf Prog Lane Incremental Res Lane Group Approach Lane Del Adj tarp Factor Del Dell Earp we g/C dl Fact Cap k d2 d3 Belay LOS Delay LOS Eastbound Westbound L 0.76 0.174 45.2 1.000 282 LT 0.174 1.000 R 0.174 1.000 Northbound L 0.66 0.287 36.0 1.000 887 TR 0.426 1.000 Southbound L 0.12 0.739 31.1 1.000 515 T 0.426 1.000 R 0.426 1.000 Intersection Delay .. 42.4 0.31 12.5 0.0 57.8 E 0.0 0.0 0.23 1.8 0.0 37.9 D 0.50 0.0 57.8 E 37.9 D 0.11 0.1 0.0 31.2 C 0.50 0.0 31.2 C 0.50 0.0 (sec/veh) Intersection LOS - B SUPPLEMENTAL PERMITTED LT WORKSHEET for exclusive lef'� FU"I`URE.doc _'u'lafrittod art 8 tho pubile 3 X,flon with Its r �.',Ocman ,. C1tv Clerk • • • • APPROACH E• WE NB SB Cycle Length, C 115.0 see Actual green Time for Lane Group, G 85.0 Effective Green Time for Lane Group. g 53.00 Opposing Effective Green Time, go 49.0 Number of Lanes in Lane Group, N 1 Number of Opposing Lanes, No 2 Adjusted Left -Turn Flow Rate, Vlt 51 Proportion of Left Turns in Opposing Flom, Plto 0.00 Adjusted Opposing Flow Rate, Vo 2980 Lost Time for Lanes Group, tl 4.00 Left Turns per Cycle: LTC-V1tC/3600 1.95 Opposing Flow per Lane, Per Cycle: Volc-VoC/3600fluo 48.42 Opposing Platoon Ratio, Rpo (Table 9-2 or Eqn 9-7) 1.00 gf-[Gexp(- a * (LTC ** b))]-tl, gf<-g 0.0 Opposing Queue Ratio: qro-l-Rpo(go/C) 0.57 gq-(4.943Volc**0.762)[(gro**1.061)-tl], gq<-g 53.00 Su -g-gq if ffq>-gf, -g-g£ if gq<gf 0.00 n-(Sq-gf)/2, n> -D 26•.50 Ptho-1-Pito 1.00 P1*-Fit[l+{(N-1)g/(gf+gu/Ell*4.24))) 1.00 Ell (Figure 9-7) 24.35 E12-(1-Ptho**n)/Plto, E12>-1.0 1.00 £min-2(1+Plt)/g or f3nin-2(1+P1)/g 0.08 gdiff-max(gq-g£,0) 0.00 (min-fmin:max-1.00) 0.08 £lt-fm-[gf/y]+gdiff[1/{1+Plt(EI2-1)}] +Lgu/g3[1/{1+PIt(E11-1)],(min-fmin;maxpl.0) or flt=[fm+0.91(N lj]ii+T** fit 0.075 For special case of single -lane approach opposed by multilane approach, sere text. . * If P1>-1 for shared left -turn lanes with N>1. then assume de -,facto left -turn lane and rsda calculations. *« For permitted left --turns with multiple exclusive left -turn lanes, flt-fm. For special case of multilane approach opposed by single -lane approach or when gf>gq, see text. SUPPLEMENTAL PERM17TED LT WORKSHEET for shared lefts APPROACH ED Cycle Length, C 115.0 sec Actual green Time for Lane Group, G Effective Green Time for Fane Group, g Opposing Effective Green Time, go Number of Lanes in Lane Group, N Number of Opposing Lanes, No Adjusted Left Turn Flow Rate, V1t Proportion of Left Turns in Lane Group, 'Pit Proportion of Luft Turns in Opposing Flow, Plto Adjusted Opposing Flow Rate, Vo Lost Time for Lane Group, tl Left Turns per Cycle: LTC-V1tC/3600 Opposing Flow per Lane, Per Cycle: Volo-VoC/3600fluo Opposing Platoon Ratio, Rpo (Table 9--2 or Eqn 9-7) gf-[Gaxp(- a * (LTC ** b))]-tl, gf<-g Opposing Queue Ratio: qro-l-Rpo(go/C) gq-(4.943Volc**0.762)[(gro**1.061)-tl], gq<-g gu -g-gq if gq>-gf, =g-gf if gq<gf n-(gq-gf)/2, n>-0 Ptho-1-Alto Pl*-Plt[i+{(N-1)g/(gf+gu/E11+4.24))) Eli (Figure (3-7) E12-(1-Ptho**n)/Plto. E12>-1.0 fmin-2(1+Plt)/g or fmin-2(1+PI)/g gdiff-max(gq-Sf,O) £ma[gf/g]+[gu/g][1/{1+P1{Eli-ij}], (min=fmin max -1,00) FUTURE.doc WS NB SB Submitted Into the public record in with V - 0611TIan 1,v. -y Giork t`?a1:1 fitQ£m-[gf/gi+gdiff [i +Plt(E12--1)1] +[guzg][1/(1+Plt(Ell-- j,(min_fmin.maxm1.0) or flt-[fm+0. PN -1)j/1+7** £1t primary For special case of single -lane approach opposed by multilane approach, see text- * If Pl>-1 for shared left -turn lanes with H>l. thea assume de -facto left -turn lane and redo calculations. �* For permitted left -turns with multiple exclusive left -turn lames, ilt=fru. For special case of multilane approach opposed by single -lane approach or when gf>gq, see text. SUPPLEMENTAL UNIFORM! DELAY WORKSHEET EBLT WBLT NBLT SELT Adj. LT Vol from Vol Adjustment Worksheat, v 51 v/c ratio from Capacity Worksheet, X 0.00 Primary phase affective green, g 53.00 Secondary phase effective green, gq 53.00 (From Supplemental Permitted LT Worksheet), Su 0.00 Cycle length, C 115.0 Berl -(C -g -sq -9u). x 30.0 Arrivals: v/(3500(max(X,1.0))), qa 0.02 Primary ph. departures: s/3500, sp 0.451 Secondary ph. departures: s(gq+gu)/(gu*3600), ss 53.00 XPerm 9.99 XProt 0.07 XCase 3 Queue at begining of green arrow, Qa 1.41 Queue at beginning of unsaturated green, Qu 0.90 Residual queue, Qr 0.90 Uniform Delay, dl 31.1 -_--DELAY/LOS WORKSHEET WITH INITIAL QUEUE Initial Dur. Uniform Delay Initial Final Initial Lane Appr/ Unmet Unmet Queue Unmet Queue Group Lane Demand Demand Unadj. Adj. Param. Demand Delay Delay Group Q veh t hrs. ds d1 sac u Q veh d3 sac d sec Eastbound Westbound Northbound Southbound Intersection Delay 42.4 sec/veh Intersection LOS D SubmMod Into the public record y:a with FC3f;lnan . FUTURE.doc (miry Clerk 5 • • Jackson M. Ablstedt Jackson M. Ahistedt, P.E. Jackson M. Ahls'tedt, P.E. 46 N.W. 94th Street Miami Shares, Florida 33150 Phone: (305) 754-8695 E -Mail: Intersection: City/State: Analyst: Project No: Time Period Analyzed: Date: East/West Street Name: North/South Street Name: I Eastbound ] L T R Volume � PHF I PK 1S Vol 1 Hi Ln Vol 1 Z Grade 1 Ideal Sat I ParkExist I NumPark I Heavy VehI No. Lanes 1 0 LGConfig ] Lane Width 1 RTOR Vol 1 Adj Flow 1 ilnSharedLal Prop Turns NumPeds I NumAus 1 0 • HCS: Signals Release 3.1 Fees: (345) 754-8695 —OPERATIONAL ANALYSIS SE 7TH ST/MIAMI AVE MIAMI/FLORIDA J. AHLSTEDT PARK PLACE FUTURE W/O PROJECT PM PEAK 6/5/00 SE 7111 STREET MIAMI AVEC VOLUME DATA I Westbound ] Northbound ( Southbound I L T R 1L T R I L T R I 1 1332 69 I 1783 1 440 1 .0 3 ( 0.80 0.75 10.74 0.83 1 Unit Ext. 1 416 23 1265 133 1 I 1.000 I 1.000 I I 12.0 I 1900 1900 11900 1900 1 2.0 I I 0.0 Ix x I I 120 20 1 0 0 10 a I j 0 2 1 1 1 2 0 1 D 0 0 I T R I L LT I { 12.0 12.0 112.0 12.11 1 I D 1 1 1 1665 92 1783 605 1 1 126 1 0 J0.34 0 1 Q 0 10 0 1 Duration 1.00 Area Type: CBD or Similar OPERATING PARAMETE Eastbound I Westbound I Northbound I L T R I L T R I L T R I Init Unmet 1 I 3.0 3.0 13.0 .0 3 Arrivt.a1 Unit Ext. 1 3.0 3.0 13.0 3.0 T Factor ] I 1.000 1 1.000 Last Time 1 1 2.0 2.0 12.0 2.0 Ext of g 1 1 2.0 2.0 12.0 2.0 Ped Min g 1 I 0.0 1 0.0 Southbound L T R PHASE DATA Phase Combination 1 2 3 4 1 S 6 SobMItiRid into }hn pUlgle _.._.EB Left l NB. _ Left P record 41 with Thru I Thru P jfefC1 &t _&-- An0/ Right I Right i�V'alloi' r-i3emlan Peds I FUTURE.docii]iIElr3c • • WB Left Thru Right Peds NB Right SB Right P P • Green 36.0 Yellow 4.0 All Red 1.0 I 5B Left E Thru i Right E Ped j EB Right I I W8 Right 35.0 4.0 Cycle Length: 80.0 soca VOLUME ADJUSTMENT WORKSHEET Adjusted Prop. Prop. Appr./ MVt Flow No. Lane Flow Rate Left Right Movement Volume PHF Rate.Laues Group RTOR In Lane Grp Turns Turns Eostbound Left 0 Thru 0 Right' 0 Westbound Left 0 Thru 1332 0.80 1665 2 T 1665 Right 69 0.75 92 1 R 0 92 Northbound Left 783 0.74 1058 1 L 783 Thru 440 0.83 530 2 LT 605 4,34 Right 0 Southbound Left 0 Thru 0 Right 0 +� Value entered by user, SATURATION PLOW ADJUSTMENT WORKSHEET Appr/ Ideal Adj Lana Sat f f £ f £ £ f f f Sat Groups Flom W HV p p BB A LU RT LT Fiona Eastbound Sec LT Adj/LT Sat: Westbound Sec LT Adj/LT Sat: T 1900 1.000 1.000 1.000 1.000 1.000 0.90 0.95 1.000 1.000 3249 R 1900 3..000 1.000 1.000 1.000 1.000 0.90 1.00 0.850 ---- 1454 Northbound Sac LT Adj/LT Sat: L 1900 1.000 1.000 1.000 0.800 1.000 0.90 1.00 ----- 0.950 1300 LT 1900 1.000 1.000 1.000 0.900 1.000 0.90 0.95 1.000 0.983 2875 Southbound Sec LT Adj/LT Sat: Submitted_. into the _ public y W� record in ce`1n(1.^^I0n %,lith Item-- d '.�.. on oL•J� FUTURE.doc i:-ocnian ('4v Clerk • i -- CAPACITY ANALYSIS WORKSHEET_ Adj Adj Sat Flow Great --Lane Group— Appr/ Lane Flow Rate Flow bate Ratio Ratio Capacity v/c Mvmt Croup (v) (s) (vie) (g/C) (c) Ratio Eastbound Pri. Sec. Daft Thru Right Weetbound Fri. Sec. Left Thru T 1665 3249 #t 0.51 0.450 1462 1.14 Right R 92 1454 0.06 0.450 654 0.14 Northbound Pri. sec. Left L 783 1300 # 0.60 0.498 569 1.30 Thru LT 805 2@75 0.23 0.438 1258 0.64 Right Southbound Pri. Sec. Left Thru Right Sum (v/s) critical m 1.11 Last Time/Cycle, L x 8.00 see Critical v/c(X) - 1.24 LEVEL OF SERVICE WORKSHEET Appr/ Ratios Unf Pro$ Lane Incremental Res Lane Group Approach Lane Del Adj Grp Factor Del Del Grp v/c g/C dl Fact Cap k d2 d3 Delay LOS Delay LOS Eastbound Westbound T 1.14 0.450 22.0 1.000 1462 0.50 259.7 0.0 281.7 F 281.7 F R 0.14 0.450 12.9 1.000 654 0.50 0.5 0.0 13.4 B Northbound L 1.38 0.438 22.5. 1.000 569 0.50 688.4 0.0 710.9 F LT 0.64 0.438 17.6 1.000 1258 0.50 2.5 0.0 20.1 C 360.7 F Southbound Intersection Delay - 911.6 (sec/veh) Intersection LOS - F SUPPLEMENTAL PERMITTED LT WORKSHEET for exclusive lefts Fi3Tl3RE.doc Submitted into the public 8 record in connection with item 2-j- on _11 /1.Pi F Q Walter i- oeman Ohl Clerk f� 0 APPROACH EB Cycle Length, C 80.0 sec Actual Green Time for Lane Group. G Effective Green Time for Lane Group. g Opposing Effective Green Time, go Number of Lanes in lane Group, N Number of Opposing Lanes, No Adjusted Left -Turn Flow Rate, Vlt Proportion of Left Turns in Opposing Flaw, Plta Adjusted Opposing Flow Rate, Va Last Time' for Lane Group, tl Left Turns per Cycle: LTC-VItC/3600 Opposing Flow per. Lane, Per Cycle: Volc-VOC/3600fluo Opposing Platoon Ratio. Rpa (Table 9-2 or Eqn 9-7) gf-[(exp(- a * (LTC ** b))]-tl, gf<-g Opposing Queue Ratio: qro-l-Rpo(go/C) gq-(4.943Volc**0.762)[(gro*«1.061)-tl], gq<ag Su -g-gq if gq>-gf, -g-gf if gq<gf n-(gq-gf)/2, 0-0 Ptho-l-Plto Pl*-Plt[l+{(N-1)g/(gf+gu/El1+4.24))) Ell (Figure 9-7) E12-(1-Ptho**n)/Pito, E12>-1.0 fmin-2(1+Plt)/g or fmin-2(1+P1)/g gdiff-max(gq-8f.0) (min-fmin:max-1.00) fit-fand[gf/g]+gdiff[l/{1+Plt(E12-1)I] WB NB SB +[gu/g][1/(1+P1t(Ell-1)],(min-£min,max-1.0) fit For special case of single -Zane approach opposed by multilane approach, see text. * If P1>-1 for shared left -turn lanes with MI. then assume de -facto left -turn lane and redo calculations. ** For permitter) left -turns with multiple exclusive left -turn lanes, fltafm. For special case of multilane approach opposed by single -lane approaoh or when gf>gq, see text. iiPPLEMENTAL PERMITTED LT WOR1{,SHEET for shared lefts APPROACH EB WB NB SB Cycle Length, C 80.0 sec Actual Green Time for Lane Croup. G Effective Green Time for Lane Group, g Opposing Effective Green Time, go Number of Lanes in Lane (croup, N Number of Opposing Lanes, No Adjusted Left -Turn Flow Rate, Vlt Proportion of Left Turns in Lane Group, Pit Proportion of Left Turns in Opposing Flow, Alto Adjusted Opposing Flaw Rate, Vo Lost Time for'Lans Group, tl Left Turns per Cycle: LTC-V1tC/3600 Opposing Flom per Lane. Per Cycle: Volc-VaC/3600fluo Opposing Platoon Ratio, Rpa (Table 9-2 or Eqn 9-7) gf-[Gexp(- a * (LTC ** b))]-tl, gf<-g Opposing Queue Ratio: gronl-Rpo(go/C) gq-(4.943Volc**0.762)[(gro**1.061)-tl], gq<-g gu -g-gq if gq>-Sf, -g-Of if gq<gf n-(Sq-gf)/2, u> -O Ptho-l-Plto Pi*-Plt[1+{(N-1)g/(gf+gu/Ell+4.24))) Ell (Figure 9-7) E12-(l-Ptho**n)/Pito, E12>-1.0 Submltted_Into..tfl.c_.ptjrbllc finin-2(1+Plt)/g_or'fmin-2(1.+P1)/g" MCOrd In COf"t31";,zt11.1 gdi£f-max(gq-gf,0) (Ell -1))], (Min-fminimax=1.00) With iteiYl �2"'�'?P'I � � � FUTURE.doc ='"un fltafm�[gf/�]+gaiff �z+3�lt(Elz-1)}� �'LSu/g][1/(1+Plt(Eli-1)],(minafmin;max�1.0) ar flt�[fm+0.91(Nrl)]/13�� flt Primary For special case of single -lane approach opposed by multilane approach, see text. +� If P1>-1 for shared left -turn lavas with N>1. then assume de -facto left -turn lane and redo calculations. +��► For permitted left --turns with multiple exclusive left -turn lanes, flt-fm. For special case of multilane approach opposed by single -lane approach or when gf>gq, see text. -SUPPLEMENTAL UNIFORM DELAY WORKSHEET EALT WAIT N BLT SBLT Adj. LT Val from Vol Adjustment Worksheet, v v/c ratio from Capacity Worksheet, X Primary phase effective green, g Secondary phase effective green, Sq (From Supplemental Permitted LT Worksheet), gu Cycle length, C 80.0 Recd -(C -9 -Sq -Su), r Arrivals: v/(3600(max(X,1.0))), qa Primary ph. departures: 9/3600, sp Secondary ph. departures: s(gq+gee)/(gu* 3600), ss XPexm XProt XCase Queue at begining of green arrow, Qa Queue at beginning of unBaturated green; Qu Residual queue. Qr Uniform Delay, dl DELAY/LOS WORKSHEET WITH INITIAL QUEUE:_ Initial Bur. Uniform delay Initial Final Initial bane Appr/ Unmet Unmet Queue Unmet Queue (croup Lane Demand Demand Unadj. Adj. Param. Demand Delay delay Croup Q vah t hrs . ds 41 sec u Q vah d3 sec d sec Eastbound Westbound Northbound Southbound Intersection Delay 311.8 sea/vah Intersection LOS F =BE.doc; 10 f . - d °) r R 3 n ►J Jackson M. Ahlstedt Jackson M. Ahlstedt, P.E. Jackson M. Ahlstedt, P.E. 46 N.W. 94th Street Miami Shores, Florida 33150 Phone: (305) 754-B695 E -Mail: Intersection: City/State: Analyst: Project No: Time Period Analyzed: Date: East/West Street Nampa:. North/South Street Name: HCS: Signals Release 3.1 Fax: OPERATIONAL ANALYSIS SE 81H ST/BRICKELL AVE MIAMI/FLORIDA J. AHLSTEDT PARK PLACE F=RE W/O PROJECT PM PEAK 6/5/00 SE 6TH STREET BRICKELL AVENUE VOLUME DATA 9 (305) 754-8695 Duration 1.00 Area Type: CBD or Similes OPEPATING PARAMETERS 1 Eastbound I Westbound 1 Northbound 1 Southbound ! 1 L T R 1 L T R 1 L T R t L T R 1 Volume 1563 551. 365 1457 -853 1 2645 293 1342 1620 1 PHF 10.83 0.80 0.64 10.90 0.94 1 0.93 0.84 10.86 0.88 l PK 15 Vol 1170 172 143 11.27 227 1 711 67 199 460 1 Hi Ln Vol 1 12.0 2.0 l 1 2.0 Ext of g t 2.0 Grade - 1 0 12.0 1 0 Ped Min g 1 0 0.0 1 0 1 Ideal Sat 11906 1900 11900 1900 1 1900 1900 11900 1900 1 ParkExist 1 l t 1 1 N mPark Heavy Veh12 2 2 12 2 0 2 1 1 2 a 2 2 1 12 2 2 i 3 0 { No. Lanes 1 2 2 0 1 1 1 LGCon£ig 1 L TR 1 L R 1 T R ! L T { Lane Width 112.0 12.0 122.0 12.0 1 12.0 12.0 112.0 12.0 Adj Flow 1678 689 1508 t 2844 1398 1941 %InSharedLul 1 1 1 Prop Turns 1 1 l t NumPeds 1 5a 1 50 1 50 1 Numfeus 10 a [a a i a 0 to a Duration 1.00 Area Type: CBD or Similes OPEPATING PARAMETERS PHASE DATA Phase Combination 1 2 3 4 1 5 6 7 a jubmltzed IWO tht, pubJlo EB _Left A - 1 NB Left record� !�ii cnn 7, lion with Peds 1 Ped WaRot 'tiDI.;Ynan FUTURE.doc Idity Clerk - •�vF0 l Eastbound 1 Westbound 1 Northbound l Southbound 1 1 L T R 1 L T R 1 L T R 1 L T R Init unmet 10.0 0.0 10.0 0.0 1 0.0 0.0 10.0 0.0 } Arriv. Type13 3 13 3 1 3 3 13 3 l Unit Ext. 13.0 3.0 13.0 3.0 1 3.0 3.0 13.0 3.0 1 1 Factor 1 1.000 1 1.000 1 2.000 1 1.000 j Lost Time 12.0 2.0 12.0 2.0 1 2.0 2.0 12.0 2.0 Ext of g 12.0 2.0 12.0 2.0 1 2.0 2.0 12.0 2.0 Ped Min g 1 0.0 1 0.0 1 0.0 1 0.0 PHASE DATA Phase Combination 1 2 3 4 1 5 6 7 a jubmltzed IWO tht, pubJlo EB _Left A - 1 NB Left record� !�ii cnn 7, lion with Peds 1 Ped WaRot 'tiDI.;Ynan FUTURE.doc Idity Clerk - •�vF0 WB Loft *A Thru Right A Pads NB Right SB Right Green 24.0 Yellow 4.0 All Red 1.0 Cycle Length: 115.0 10.0 4.0 1.0 I SB Left A Thru A Right j Ped EB Right I Wa Right 1 i 8.0 3.0 0.0 • P 55.0 4.0 1.0 secs _VOLUME ADJUSTMENT WORKSHEET Adjusted Prop, Prop. Appr./ Mvt Flow No. Lane Flow Rate Left Right Movenent Volume PHF Rate Lanes Group RTOR In Lana Orp Turns Turns Eastbound Left $63 0.83 670 2 L 678 Thru 551 0.80 689 2 TR 689 Right 365 0.64 0 Westbound Luft 457 0.90 508 2 L 508 Thru 0 Right 853 0.94 1 R Northbound Left 0 Thru 2645 0.93 2844 2 T 2844 Right 293 0.84 1 I2 Southbound , Left 342 0.86 398 2 L 398 Thru 1620 0.88 1841 3 T 1641 Right 0 Value entered by user. SATURATION FLOW ADJUST W.NT WORKSHEET- Appr/ Ideal Adj Laney Sat f f f f £ f f f f Sat Group Flow W HV G p BB A LU RT LT Flow Eastbound Sec LT Adj/LT Sat: L 1900 1..000 0.980 1.000 1.000 1.000 0.90 0.97 ---- 0.950 3090 TR 1900 1.000 0.960 1.000 1.000 1.000 0.90 0.95 1.000 Westbound Sec LT Adj/LT Sat: L 1900 1.000 0.980 1.000 1.000 1.1100 0.90 0.97 ----- 0.950 3090 R 1900 1.000 0.980 1.000 1.000 1.000 0.90 1.00 --_- Northbound Sac LT Adj/LT Sat: - -- T 1900. 1.000 0.980 1.000 1.000 1.000 0.90 0.95 1.000 R 1900 1.000 0.980 1.000 1.000 1.000 0.90 1.00 ---- Southbound Sea LT Adj/LT Sat: L 1900 1.000 0.980 1.000 1.000 1.000 0.90 0.97 ---- 0.950 3090 T 1900 1.000 0.980 1.000 1.000 1.000 0.90 0.91 1.000 1.000 4577 FUTME.doc SubmIttod into thepi)h1?e 12 record in COnnectl0on i/vIt'h item on AtA -91 Walter i=ce; roan 4 `> 33City Cleric • Southbound Pri, Sec. Left L 398 3090 0.13 0.070 215 1.85 Thru T 1841 4577 0.40 0.574 2627 0.71 Right Sum (v/s) critical x 0.00 Last Time/Cycle. L - 0.00 sac Critical v/c(X) 0.00 LEVEL OF SERVICE WORKSHEET Appr/ Ratios Unf Prog Lane Xacremantal Res Lane Group Approach Lane Del Adj Grp Factor Diel Del Grp v/c g/C dl Fact Cap k d2 d3 Delay LOSLOS Delay LOS Eastbound L 1.05 0.209 45.5 1.000 645 0.50 132.1 0.0 177.6 F TR 0.209 1.000 0.0 177.6 F Westbound L 1.89 0.087 52.5 1.000 269 0.50 0.0 R 0.087 1.000 Northbound T 0.478 1.000 0.50 R 0.478 1.000 0.50 Southbound L 1.85 0.070 53.5 1.000 215 0.50 T 0.70 0.574 17.5 1.000 2627 0.27 0.9 a.a 0.0 0,0 0.a 0.0 18.3 H 18.3 B Intersection Delay - 61.2 (se0/veh) intersection LOS - E SLiPPLEM=AL PERMITTED LT WORKSHEET_ for exclusive lefts F JTM.doc ��mi##gid into the-puhi#� 13 record in connoction with item = :i an k� 3 Walter Fo;:-rl kn • CAPACITY ANALYSIS WORKSHEET Adj. Adj Sat Flaw Green --Lane Group— Appr/ Lane Flow Rate Flaw Rate Ratio Ratio Capacity v/0 MVmt Group (v) (s) (v/s) (g/C) (c) Ratio Eastbound Pri. See. Left L 678 3090 0.22 0.209 645 1.05 Thru TR 689 0.209 Right. Westbound Fri. Sec. Left L 508 3090 0.16 0.087 269 1.89 Thru Right R 0.087 Northbound Pri. Sec. Left Thru T 2844 0.476 Right R 0.478 • Southbound Pri, Sec. Left L 398 3090 0.13 0.070 215 1.85 Thru T 1841 4577 0.40 0.574 2627 0.71 Right Sum (v/s) critical x 0.00 Last Time/Cycle. L - 0.00 sac Critical v/c(X) 0.00 LEVEL OF SERVICE WORKSHEET Appr/ Ratios Unf Prog Lane Xacremantal Res Lane Group Approach Lane Del Adj Grp Factor Diel Del Grp v/c g/C dl Fact Cap k d2 d3 Delay LOSLOS Delay LOS Eastbound L 1.05 0.209 45.5 1.000 645 0.50 132.1 0.0 177.6 F TR 0.209 1.000 0.0 177.6 F Westbound L 1.89 0.087 52.5 1.000 269 0.50 0.0 R 0.087 1.000 Northbound T 0.478 1.000 0.50 R 0.478 1.000 0.50 Southbound L 1.85 0.070 53.5 1.000 215 0.50 T 0.70 0.574 17.5 1.000 2627 0.27 0.9 a.a 0.0 0,0 0.a 0.0 18.3 H 18.3 B Intersection Delay - 61.2 (se0/veh) intersection LOS - E SLiPPLEM=AL PERMITTED LT WORKSHEET_ for exclusive lefts F JTM.doc ��mi##gid into the-puhi#� 13 record in connoction with item = :i an k� 3 Walter Fo;:-rl kn • • • APPROACH .0 A Cycle Length, C 115.0 sea Actual Green Time for Lane Group, G Effective Groan Time for Lane Group, g Opposing Effective Green Time, go Number of Lanes in Lane Group, N Number of opposing Lanes, No . Adjusted Left Turn Flow Rate, Vit Proportion of Left Turns in Opposing Flow, Plta Adjusted Opposing Flogs 'Rate, Vo Lost Time for Lane Group, tI Left Turns per Cycle: LTC-V1tC/3540 Opposing Flow per Lane. Per Cycle: Valc-VaC/3600fluo Opposing platoon Ratio, Rpo (Tables 9--2 or Eqn 9-7) gf-[Gexp(- a * (LTL ** b))]-tl, gf<-g Opposing Queue Ratio: qro-l-Rpo(go/C) gq-(4.943 olc**0.762)g[(gro*£1.461)-tl], W-8Su -S-gq if gq>wgf, n^(g9''gf )/2, n>-0 Ptho-l-Plto Pl*-P1t[1+((N-1)g/(gf+gu/E11+4.24))) Ell (Figure 9-7) E12-(1-Ptho**U)/Plt0, E12>-1.0 fmin-2(1+Plt)/g or )min-2(1+P1)/g gdiff-iaax 49q-g£,0) £m.L9f/g]+ESurg][1/(1+P1(Ell-1)}], (min-Emin;max«1.00) flt-£m-I £/g]+gdi££[1/(1+Plt(E12-1)}] WB NB SB +[gu/g][1/(1+Plt{E11-1)],(min-fminsmax-1.0) or fit For special case of single -lane approach opposed by multilane approach, see text. +� If P1>-1 for shared left -turn lanes with N>1, then assume do -facto left -turn lane and redo calculations. * For permitted left -turns with multiple exclusive left -turn lanes, flt-fm. For special case of multilane approach opposed by single -lane approach or when gf>gq, see text. SUPPLEME UAL PERMITTED LT WORKSHEET__ - for shared lefts APPROACH ED Cycle Length, C 115.0 sec Actual Green Time for Lane group, 0 Effective Green Time for Lone Group, g Opposing Effective Green Time, go Number of Lanes in Lane Group. N Number of Opposing Lanes, No Adjusted Left -Turn Flow Rate, Vlt Proportion of Left Turns in Lane Group,. Plt Proportion of Left Turns in Opposing Flow, Plto Adjusted Opposing Flow Rate, Va Lost Time for Lane Group. tl Left Turns per Cycle: LTC-V1tC/3600 Opposing Flow per Lane, Per Cycle: Volo-VoC/36D0£luo Opposing Platoon Ratio, Rpo (Table 9-2 or Equ 9-7) of-[Gexp(- a * (LTC ** b))]-tl, gf<-g Opposing Queue Ratio: qro-l--Rpo(go/C) gq-(4.943Vo1c**0.762)[(gro*+1.061)-tl], gq<-g gu g-gq if gq>-gf, -g-SE if gq<gf n-(gq-gf)/2, n> -O Ptho-1-Pito pl*-Plt[l+{(N-1)g/(gf+gu/E11+4.24))) Ell (Figura 9-7) E12-(1-Ptho*xn)/Plto, $12>-1.D fmin-2(1+Plt)/g or fmi,n-2(1+P1)/g gdiff-=x (gq-gf,0) (min-fmin:max-1.00) FUTURE.doc WB NB 5B IMO t11e Public bmittCd with record V% c0,111(' ltPifn 00manq oiw erK �� 3 3 fit�futd[gf/g]+gd1/{1+plt(E12-1)}] +[guig][1�(1+Flt( L1--1)],(min-fmin;max-1.0) or f1t�Lfm £lt Primary For special case of single -lane approach opposed by multilane approach, seer text. if Pl>-1 for shared left -turn lanes with 14>1, then assume de -facto left -turn lane and reds calculations. * For permitted left --turns with -multiple exclusive left -turn lanes, flt-fm. For special case of multilane approach apposed by single -lana approach or when gf>gq, see text. SUPPLEMENTAL UNIFORM DELAY WORKSHEET EELT WELT KELT SBLT Adj. LT Vol from Vol Adjustment Worksheet, v v/c ratio from C*pacity Worksheet, X Primary phase effective green, g Secondary phase effective green, gq. (From Supplemental Permitted LT Worksheet), Su Cycle: length, C 115.0 Red - (C-g-gq--gu) . r Arrivals: v/(36Qfl(max(X,1.0))), qa Primary ph. departures: s/3600, sp Secondary ph. departures: s(gq+gu)/(gu*36QQ), ss XPerm XProt XCase Queue at begining of green arrow, Qa Queue at beginning of unsaturated green, Qu Residual queue. Qr Uniform Belay, dl BELAY/LOS WORKSHEET WITH INITIAL QUEUE Initial Dur. Uniform Belay Initial Final Initial Lane Appr/ Unman Unmet Queue Unmet Queue Group Lane Demand Demand Unadj. Adj. Param. Demand Belay FDelay Group Q veh t hre. ds dl sea u Q veh d3 sac d sea Eastbound Westbound Northbound Southbound Intersection Delay 51.2 sec/verh intersection LOS E - Submitted 9 ,`r, the public record i �c �,��; c; 3t s°� with Item i�-c. FUTURE.dac Waltor FoOman i5 City Clerk �) 3 *3 . j .�" ".0 Jackson M. Ahlstedt Jackson M. Ahlstedt, P.E. Jackson M. Ahlstedt, P.E. 46 N.W. 94th Street Miami Shores, Florida 33150 Phone: (305) 754-8695 E -Mail: Intersection: City/State: Analyst: Project NO. Time Period Analyzed: Date; East/West Street Name: North/South Street Name: • HCS: Signals Release 3.1 Fax: (305) 754-8695 OPERATIONAL ANALYSIS SE BTH ST/MIAMI AVE MIAMI/FLORIDA J. AHLSTEDT PARK PLACE F=JRE W/O PROJECT PM PEAK 6/5/00 SE STH STREET MIAMI AVENUE VOLUME DAT I Eastbound I Weetbound I Northbound I Southbound I I L T R I L T R { L T R I L T 11 I Volume 1279 799 I 1 900 79 1 I PHF 10.90 0.87 1 1 0.72 0.83 1 I Pik 15 Vol 176 230 I I 312 24 1 1 Hi Ln Vol I I I I 1 2. Grader 1 0 1 { 0 l I Ideal Sat 1 1900 1 { 1900 I i ParkExist IX X I Ix X I l NumPark 120 20 1 12.0 20 1 I % Heavy Veh15 2 1 1 0 0 1 1 No. Lanes 1 0 3 0 1 0 0 0 1 0 3 0 { 0 0 0 1 LGCvnfig I IT I ! TR I 1 Larne Width 1 22.0 1 I 12.0 I I RTOR Vol l Adj Flaw I 122B 1 1 1250 1 I ,IaSharadLnl I 1 ! I Prop Turns 10.25 1 1 I 1 NumPeds 1 i 0 ! 0 I 1 NumBus I 0 ! I a 1 1 Duration 1.00 Area Type; CBD or Similar OPERATING PARAMETERS 1 Eastbound I Westbound { Northbound I Southbound I I L T R I L T R 1 L T R I L T R 1 I I 1 I I Init unmet 1 0.0 { 1 0.0 1 1 Arriv. T+Pel 3 1 1 3 1 ! Unit Eat. 1 3.0 1 1 3.0 1 I Factor 1 1.000 1 I 1.000 ! I Lost Time 1 2.0 1 { 2.0 I I Ext of 8 { 2.0 { 1 2.0 1 I Ped Min g 1 0.0 I 1 0.0 { I PHASE DAT Phase Combination 1 2 3 4 1 5 6 7 B EB Left P 1 N8 Left ;Li--) lite (1 thD public Thru P 1 Thru P record I (e,>ca@th Right 1 Right P item Peds 1 Pend FUTUR .doc i G7)►:;Iloik .� 33 • • WB Left { SS Left Thru I Thru Right I Right Peds j Fed NB Right I ER Right SB Right I I WB Right I Green 28.0 I 44.0 Yellow 4.a 4.0 All Reed 0.0 0.0 Cycle Length: 80.0 secs VOLUME ADJUSTMENT WORKSHEET Adjusted Prop. Prop. Appr./ MVt Flow No. Lane Flow Rats Left Right Movement Volume PHF Rate Lanes Group RTOR in Lane Grp Turns Turns Eastbound Left 279 0.90 310 0 Thru 799 0.87 918 3 LT 1228 0.25 Right 0 Westbound Left 0 Thru 0 Right 0 Northbound Left 0 Thru 900 0.72 1250 3 TR 1250 Right 79 0.89 0 Southbound Left 0 Thru 0 Right 0 « Value entered by user. SATiIRATIOt�i FLOW ADJUSTMENT WORKSHEET Appr/ Ideal Adj Lane Sat f f f f f £ f f f Sat Group Flow . W HV G P BH A LU RT LT Flow Eastbound Sec LT Adj/LT Sat: LT 1900 1.000 0.980 1.000 0.900 1.000 0.90 0.91 1.000 0.988 4058 Westbound Sec LT Adj/LT Sat: Northbound Sea LT Adj/LT Sat. TR 1900 1.000 1.000 1,000 0.900 1.000 0.90 0.91 1.000 Soutbbound Sec LT Adj/LT Sat: Submitied into the public FUTURE.doc record in connoction with item Z -i on A I41 Wolter Fooman City Mork 17 • • CAPACITY MALYSIS @+i0R4Z5HEET Adj Adj Sat Flow Green --Lane Group-- Appr/ lane Flow Rate Flow Rate Ratio Ratio Capacity We Mvmt Group (v) (s) (v/s) (glc) (c) Ratio Eastbound Pri. Sec. Left Thru LT 1228 4066 0.30 0.350 1424 0.86 Right Westbound Pri. Seo. Left Thru Right Northbound Pri. Sec. Left Thru Tit 1250 0.550 Right Southbound Pri. Sec. Left Thru Right Sum (v/s) critical Q 0.00 Lost Time/Cycle. L p 0.00 sec Critical v/c(X) 0 0.00 LEVEL OF SERVICE WORKSHEET Appr/ Ratios Unff Prog Tate Incremental Res Lana Group Approach Lane Del Adj Grp Factor Dal Del Carp We g/C dl Fact Cap k d2 d3 Delay LOS belay LOS Eastbound LT 0.66 0.350 24.2 1.000 142+4 0.50 7.7 U.0 31.9 C 31.9 C Westbound Northbound TR 0.550 1.000 0.50 0.0 Suba::;�' _. �'�� public record iri-ur,; uclion with Southbound d r�cu A--tL Walter Foeman City Clerk Intersection Delay = 31.9 (sec/veh) Intersection LOS C SUPPLEMENTAL PERMITTED LT WORKSHEET- for ORKSHEET for exclusives lefts F[TT URE.doc i8 • APPROACH a E* WB Cycle Length, C 80.0 sec Actual. Green Time for Lane Group, G Elfeotive Green. Time for Lane (croup, g Opposing Effective Green Time, go Number of Lanes in Lane Group. N Number of Opposing Lanus, bio Adjusted Left -Turn Flow Rate, Vlt Proportion of Left Turns in Opposing Floe, Pito Adjusted Opposing Flow Rete, Vo Lost Time for Lane Group, tl Left Turns per Cycle: LTC=V1tC/3600 Opposing Flow per Lane, Per Cycle: Volc-VoC/3600flue Opposing Platoon Ratio, Rpo (Table 9-2 or Eqn 9-7) gf-[Gezp(- a * (LTC ** b))I-tl, gf<-g Opposing Queue Ratio: gra-l-Rpo(go/C) gq-(4.943Volc**0.752)[(gro**1.051)-tlj, gq<-g gu -g--gq if gq>-9f, .g-gf if gq<gf n-(gq-gf)/2, n>-0 Ptho-1-Pito Pl*-Pit[1+{(N-1)g/(gf+gu/Ell+4.24))) Ell (Figura 9-7) E12-(1-Ptho**n)/Plto, E12>-1.0 fmin-2(1+P1t)/9 or fmin-2(1+P1)/g £mrLgfig]+[gu/g�[1/{1fiP1(E11-1)}l, (min-£min,max-1.00) fltd£m-[gf/g]+�grllff [1/(1+Pit (E12 -1j }a NB sa +[gu/g][if(1+Plt(Ell-1)).(min=fain:max=1.0) or flt�[fsn+0.91 (N-2jj* fit For special case of single -lane approach opposed by multilane approach, see text. * If PD -1 for shared left -turn larges with N>1, then assume do -facto left -turn lane and redo calculations. *+� For permitted left -turns with multiple exclusive left -turn lanes, flt-fm. For special case of multilane approach opposed by single -lane approach or when gf>gq, see text. MMPLEMEN'I'AL PERMUTED LT WORKSHEET- - for shared lefts APPROACH E8 Cycle Length, C 80.0 sac Actual Green'Time for Lane Group, G Effective green Time for Lane Group., g Opposing Effective Green Time, go Number of Lanes in Lane Group, N Number of Opposing Lanes, No Adjusted Left -Turn Flow Rats, Vlt Proportion of Left Turns in Lane Group, Pit Proportion of Left Turns in Opposing Floor, Plto Adjusted Opposing Flow Rata, Vo Lost Time for Lana Group, tl Left Turns per Cycle: LTC-VItC♦3600 Opposing Flour per Lane, Per Cycla: Volc-VoC/3600fluo opposing Platoon Ratio, Rpo (Table 9-2 or Eqn 9-7) g£-[Gexp(- a * (LTC ** b))J-tl, gf<ag opposing Queue Ratio: gro-1-Rpo(go/C) gq-(4.943Volc**0.762)[(gro**1.061)-tl), gq<-g gu -g-gq if gq>=gf, -g-gf if gq<gf a-(Sq-gf)/2, n> -O Ptho-1--Pito Plo-Plt[1+{(N-1)g/(gf+gu/E11+4.24))) Eli (Figure 9-7) E12-(1-Ptho**n)/Plto, E12>-1.0 fmin-2(1+Plt)/g or fmin-2(1+P1)/g gdiff-max(gq--gf,O) W'a NB SH SubMitted Into tho publlb record in �, tcnnocfjo-n p1th fm-[gf/g)+[gu/g3[1/{1+P1(E11-1)}), (min-fmia�:meat=1.00) i, FUTURE. dnc Walter Foeman City Crerk +1t-Em-[gf/gj+gd *1/{1+Plt(E12-I)}] l.o) or flts[frn+0.51(N-1)]/N L$ g l [ 1/(1 �1'lt (Ell -1)) , (minbfmin,max� �►+• £lt primary For special case of single -lane approach opposed by multilane approach. see teat. ++ If Pl>-1 for shared left -turn lanes with N>1, then assume de -facto left -turn lane and redo calculations. For permitted left -turns with multiple exclusive left -turn lanes. £lt-fm. For special case of multilane approach opposed by single -lane approach or when gf>gq, sea text. SUPPLEMENTAL UNIFORM DELAY WORKSHEET EBLT W'BLT NBLT SBLT Adj. LT Vol from Vol Adjustment Worksheet, v v/c ratio from Capacity Worksheet, X Primary phase effective green, g Secondary phase effective green, gq (From Supplemental Permitted LT.Worksheet), gu Cycle length, C 80.0 Red-(C-g-Sq-gu), r Arrivals: v/(3600(maa(X,1.0))), qa Primary ph. departures: x/3600, sp Secondary ph. departures: s(gq+9u)/(9u*3&00). ss XPerm XProt XCass Queue at begining of green arrow, Qa Queue at beginning of unsaturated green, Qu Residual queue, Qr Uniform Delay, dl DELAY/LOS WORKSHEET WITH INITIAL QUEUE Initial Dur. Uniform Delay Initial Final Initial Lane Appr/ Unmet Unmet Queue Unmet Queue Group Lane Demand Demand Unadj. Adj. Param. Demand Delay Delay Group Q vah t hrs. ds dl sec . u Q veh d3 sac d sec Eastbound Westbound Northbound Southbound Intersection Delay 31.9 sec/veh Intersection LOS C record in u�: ?"c;`.�;r� with fte m 27- on .!S -O Walter i=oeman FUTURE,doc CityClerk20 4 _i 233 33 Ognalized • HCS: Intersection Release 3.1 TWO-WAY STOP CONTROL(TWSC) ANALYSIS 13TH Intersection:: S. S 1 13TH ST AND MIAMI AVE Count Date: FUTURE WHO PROJECT TimeAnalystPeriod:; PM PK Intersection Orientation: North-South Major St. Vehicle Volume Data: Movements: 1 2 3 7 a 9 10 11 12 ------------- ------------------------------------------------------------------- volume: 0 362 0 303 0 10 17 0 ----------------- 11 HFR: 0 483 0 365 0 20 23 0 22 PHF: 1100 0.75 1.00 0,53 1.00 0.50 0.75 1.00 0.50 PHV: 0.00 0.00 0.00 ------------------------------------------------------------------------------------------------ 0.00 0.00 0.00 0.00 0.00 0.00 Pedestrian Volume -Data: Movements: Flow: Lane width: Walk speed; 96 Blockage: Median Type: None # of vehicles: 0 Flared approach Movements: # of vehicles: Eastbound 0 # of vehicles; Westbound 0 Lane usage for movements 1,2&3 approach: Lane i Lana 2 Lane 3 L T R L T R L T R ---- ---------------------W-----------------------------------_---------------------------- N N Y Y N N Y Y Y Channelized: N Grade. 0.00 Lane usage for movements 4,5&6 approach: Lane 1 Lane 2 Lane 3 L T li L T R L T R ---------- ----------------------------------------------------------- N N N N N N N N N Channelized; N Grade: 0.00 Lana usage for movements 7,86,9 approach: Lane 1 Lane 2 Lane 3 L T" R L T R L T ' R .--------_--__--------------------------------------_-------------------___-___-------- N N N N N N N N N Channelized: N Grade: 0100 Lane usage for movements 10,11&12 approach: Lane 1 Lane 2 Lane 3 L T R L T R L T R --..__-- ----_----_---- �--N�- ------------ -----N-��- --- �N -----_----------------._-_----------_--- N NSubmittod Into tin public Channelized: N Grade: 0.00 record iii <'; ;� lith w',, ��� item 1-2: Z- 11-.1 _11 isUpstream Signal pata--------------------------------------------- _--__-___---` -- -a,r (�:?r}4 r1 FUTURE.doe'u;: , I rk Approach:Southbound • 1 • Southbound L prot T Distance: 0 0 Progression Speed: 0 0 Cycle Length: vehicles: 0 Green Time,. 0 0 Arrival Type: 3 3 Saturation Flow Rate: 1700 1700 Progressed Flow: 0 0 Data for Computing Effect of Delay to Major Street' Vehicles: Length of study period, hrs: 1.00 Worksheet 4 Critical Gap and Follow-up time calculation. Critical Gap Calculations: Movement 1 Northbound Southbound shared 1n volume, major th vehicles: 362 0 Shared In volume, major rt vehicles: 0 0 Sat flow rate, major th vehicles: 1700 1700 Sat flow rate, major rt vehicles: 1700 1700 Number of major street through lanes: 1 0 Length of study period, hrs: 1.00 Worksheet 4 Critical Gap and Follow-up time calculation. Critical Gap Calculations: Movement 1 7 8 9 10 11 12 ------------------------------------------------ t-c.base 4.1 7.1 615 6.2 7.1 --------------------_-----____.-_--__-------_.- 6.5 6,2 t c,hv 1.0 1.0 110 1.0 1.0 1.0 110 P by 0.00 0.00 0.00 0.00 0.00 0.00 0.00 t c,g 0.2 0.2 0.1 0.2 0.2 0.1 G 0.00 0.00 0.00 0.00 0.00 0.00 0.00 t 3,1t 0.0 0.0 0.0 0.0 0,0 0.0 0.0 t C.T: 1 stage 0.90 0,00 0,00 0.00 0,00 0.00 0.00 t c 1 stage 4.1 711 6.5 6.2 7.1 6.5 6.2 Follow Up Time Calculations: Movement 1 7 8 9 30 11 12 ------------------- t f.base -_.,-----__--------_-------------_-____ 2.2 3.5 4 0 3.3 3.5 4.0 __ _---_ _ _-_-__--_-____.-_..__..___ _____ 3.3 t f,HV 0.9 0.9 0,9 0.9 019 0.9 0.9 P by 0.00 0.00 0.00 0.00 0.00 0.00 0100 t f ------------------------------------------------------------------------------------------------ 2.2 3.5 4.0 3.3 3.5 4.0 3.3 Worksheet 5a. Effect of Upstream Signals (Computation 1) Movement 2 Queue Clearance Time at Upstream Signal: V prog Total Saturation Flow Rate. s (vph) Arrival Type Effective Green g aff (sea) Cycle Length, C (sec) Rp (from table 9-2) Proportion of vehicles arriving an green P g ql g V G q Worksheet 5b. Effect of upstream signals (computation 2) Movement 2 Proprtion of time blocked alpha--�-----..----------------------------------..-------- 0.550 beta 0.645 t a 6.803 P 0.293 f FLITT TRE.doc ------------------------ ^SUbmlttod Into tho public; record ire:; f' on with Iters 81-4- Oil waRr i ooman Worksheet 5d. Effect of upstream signals (computation 4) Movement __------------------'--------------^----------------------------- 1 stage 1 7 8 9 10 11 12 V c.max 494 483 483 493 483 • • V c.minin 1900 1900 1900 0 0 0 t p P 1.000 1.000 1.000 1.000 1.000 1.000 0.000 ---------------------------------------------------------------------------------------------- 494 483 483 493 483 0 3) Worksheet 5c. Effect of upstream signals (computation Platoon Event Periods Result ----.------------..-----__--W P2 Movement _----..----------------.._-_--------__. 0.000 P5 7 8 9 10 11 ..^ -2---1 -r-- 12 0.000 p dam 2---1. 000 000 000 1 000 000 1000 0.000 p subdom 489 486 588 490 486 0 0.000 Constranined7 489 486 sea 490 486 0 P Proportion unblocked and capacity equations for minor movements. px Step 1: RT from Minor (1) 12 . ---------------W___---_-- Conflicting Flows 1 stage 1____..-_______1-000.,_--_---___ A 588 0 p4 1,000 1.00 p7 1.000 0 P8 1.000 0100 P9 1.000 1 p10 1.000 p11 1.000 0 P12 1.000 1.00 Worksheet 5d. Effect of upstream signals (computation 4) Movement __------------------'--------------^----------------------------- 1 stage 1 7 8 9 10 11 12 V c.x 0 494 483 483 493 483 0 s 1900 1900 1900 1900 0 0 0 PX 1.000 1.000 1.000 1.000 1.000 1.000 1.000 V c.u,X 0 494 483 483 493 483 0 Worksheet 5e. Effect of upstream signals (computation 5) Movement _ ----------------------------------------_-__.._------------------_-----_-_- 1 stage 1 7 8 9 10 11 ..^ -2---1 -r-- 12 --------------_.-^ - -----_-----_------ PX 000 2---1. 000 000 000 1 000 000 1000 C r.x 0 489 486 588 490 486 0 C plat.x 0 489 486 sea 490 486 0 Worksheat 6 Impedance and capacity equations Step 1: RT from Minor St. 9 12 . ---------------W___---_-- Conflicting Flows ----------------------------------------------------- 483 C Potential Capacity 588 0 Pedestrian Impedance Factor 1.00 1.00 Movement Capacity 588 0 Probability of Queue free St. 0.97 0100 Step 2: LT from Major St. 4 _-•--------------_------ 1 ---------------------------------------------------- Conflicting Flows Potential Capacity 0 Pedestrian Impedance Factor 1.00 Movement Capacity 0 Probability of Queue free St. 0.00 Maj. L Shared In, Prob, Queue Free St. 0.00 from -----------------------------------------z1 Stop 3----- __-------_-_.._____-------- -- Conflicting Flaws 483 463 FUTi)RE.doo Submitted into tho Public_ 23 record in Cor3noction with. Item 1.3'on — - 1- o ti Walter Foemart City Cl(-,Nrk • I * Potential Capacity Wr 486 a6 Pedestrian Impedance Pedestrian 1.00 00 Cap. Adj, factor due to Impeding mvmnt 0.00 0.00 Movement Capacity 0 0 Probability of Queue free St. ------------------------------------------------------------------------------------ 0.00 0.00 Step 4: LT from Minor St. 1700 10 Conflicting Flows -------7 494 --------------------- 493 Potential Capacity 489 490 Pedestrian Impedance Factor 1.00 1.00 Maj. L. Min T Impedance factor 0.00 0.00 Maj. L. Min T Adj. Imp Factor. 0.00 0.00 Cap. Adj. factor due to Impeding mvmnt 0.00 0.00 Movement Capacity -------------------------------------------------------------------------------- 0 0 Worksheet 10 delay.queus length, and LOS Movement 1 4 7 ----------------------------------------- v(vph) C m(vph) 1090 v/c 95% queue length Control Delay LOS Approach Delay Approach LOS 8 9 10 --------------- v (vph) ..______-_ij--- ------------- x + ,e x li 12 ----------------------- Worksheet 11 Shared Major IT Impedance and Delay Rank 1 Delay Calculations Movement ------------------------------------------5. P of 0.00 1.00 V ii 362 0 V 12 0 0 S i1 1700 1700 S 12 1700 1700 P- 0j 0.00 1.00 D maj Taft 0.0 0.0 N number major st lanes 1 0 Delay, rank 1 mvmts --------------------------------------------------- 0.0 0.0 SubmittC,(I into the public record in COnnccilon with FUTLM.doe Walter*aeman :.., .. „ . City Clerk �J Jackson M. Ahlstedt Jackson M. Ahlstedt, P.E. Jackson M. Ahlstedt, P.E. 46 N.W. 94th Street Miami Shares, Florida 33150 Phone: (305) 754-8695 E -Mail: HCS: Signals Release 3.1 . Fax: (305) 754-8695 OPERATIONAL ANALYSIS Intersection: Eastbound 1 Westbound 1 Northbound 1 Southbound 1 SW 13TH STrSW IST AVE L T R 1 L T R 1 L T R 1 L T R 1 Init Unmst City/State: 0.0 0.0 O.a MIAMI/FLORIDA 3 1 3 13 3 3 1 Unit 3.0 i 3.0 1 3.0 13.0 Analyst: I Factor { 1.000 J. AHLSTEDT 1.000 1 Loot Time 1 2.0 1 2.0 1 2.0 12.0 2.0 2.0 Ext of g 1 Project No: { 2.0 1 2.0 12.0 2.0 2.0 1 PARK PLACE 0.0 1 0.0 1 0.0 I 0.0 I PHASE DATA Time Period Analyzed: Phase Combination PM PK Hit -- FUTURE W/O PROJECT 8 EB Left 1 NB Left A Date: Thru P 6/5/00 __... _ Peds East/West Street Name: 1 pod SW 13TH STREET FUTURE.doc Submitted into uho public 25 North/South Street Name: SW 1ST AVENUE item 2L--,A-on . 1. g �y 11 �) ) Waitor Foeman VOLUME DAT ! Eastbound I Westbound ! Northbound ! Southbound { { L T R 1 L T R { L T R I L T R I Volume 1 i70 0 26 1139 152 371 j 713 49 133 1444 PHF } 0.99 0.69 10,75 9.85 j0,S8 0.90 0.72 10.74 0.68 0.89 PK 15 Val { 20a 18 111 425 130 0 9 147 56 104 1 Hi La Vol 1 10 ! 0 I 0 I Ideal dSat 01900 1 1900 1 1900 11900 1900 1900 1 PdrkExist 1 1 l I 1 NmPark Heavy Vehl 0 0 (0 0 10 0 0 10 0 0 1 No. Lanes ! © 0 a 0 0 0 L(3Config 1 TR j LT I LTR I L T1 R ! Lane Width ( 12.0 1 12.0 1 12.0 112,0 12.0 12.0 1 RTOR Vo AdJ Flow � 872 0 1 1743 1 157 0 1168 224 0 417 1 /InSharedLn! I I ! 1 Prop Turns 1 0.08 10.03 10.77 0.23 G NumPeds 1 0 1 1 0 K=Bus 1 0 1 a a 10 0 0 1 Duration 1.00 Area Type: All other areas OPERATING PARAMETERS 1 Eastbound 1 Westbound 1 Northbound 1 Southbound 1 1 L T R 1 L T R 1 L T R 1 L T R 1 Init Unmst ( 0.0 j 0.0 �O.o 0.0 0.0 O.a vExt. 3 1 3 13 3 3 1 Unit 3.0 i 3.0 1 3.0 13.0 3.0 3.0 1 I Factor { 1.000 1 1.000 1 1.000 1 1.000 1 Loot Time 1 2.0 1 2.0 1 2.0 12.0 2.0 2.0 Ext of g 1 2.0 { 2.0 1 2.0 12.0 2.0 2.0 1 Ped Min S 1 0.0 1 0.0 1 0.0 I 0.0 I PHASE DATA Phase Combination 1 2 3 4 1 S 6 7 8 EB Left 1 NB Left A Thru P i Thru A __... _ Peds 1 pod FUTURE.doc Submitted into uho public 25 r ocordIn cos�noc.fion with item 2L--,A-on . 1. g �y 11 �) ) Waitor Foeman City Olerk SATURATION FLOW ADJUSTMW WORKSHEET Appr/ Ideal Adj Lane Sat f f f f £ E f f f Sat Group Flow W HV G P BB A LU RT LT Flow Eastbound Sec LT Adj/LT Sat: TR 190D 1.000 1.000 1.000 1.000 1.000 1.00 0.95 0.988 1.000 3566 Wastbound Sec LT Adj/LT Sat: LT 1900 1.000 1.000 1.000 11000 1.000 1.00 0.95 1.000 0.913 3298 Northbound Sec LT Adj/LT Sat! LTR 1900 1.000 1.000 1.000 1.000 1.000 1.00 1.00 0.869 0.491 911 Southbound Sea LT Adj/LT Sat: L....._.....1.900 1:000...._1.000.. 1..000..1.000...1:000-..1:00 1...00...- 0,558 .1061_ T 1900 1,000 1.000 1.000 1.000 1.000 1.00 I.00 1.000 1.000 1900 R 1900 1.000 1.000 1.000 1.000 1.000 1.00 1.00 0.650 ---- 1615 FiJTURE.doc 1'bA11- d I.ntf) 1111' p11b11C 26 rOCOrd to connection with Iters --Pt- 1 onL'dI. � .� � � �� 3 Waxer Feeman WB Left P I SB Left A Thru P I Thru A Right l Right A Pads Ped NB Right EB Right SB Right I I WH } Right Green 33.0 19.0 Yellow 4.0 4.0 All Red 0.0 0.0 Cycle Length: 60.0 secs VOLUME ADJUSTMENT WORKSHEET Adjusted Prop. Prop. Appr./ MVt Flow No. Lane Flaw Rate Left Right Movement Volume PHF Rate Lanes Group RTOR In Lane Grp Turns Turns Eastbound Left 0 Thru 713 0.89 601 2 TR 672 0.08 Right. 49 0.69 71 0 0 Westbound Left 33 0.75 44 0 Thru 1444 0.85 1699 2 LT 1743 0.03 Right 0 Northbound Left 70 0.56 121 0 Thru 0 0.90 0 1 LTR 157 0.77 0.23 Right 26 0.72 36 0 0 Southbound Left 139 0.74 188 1 L 188 Thru 1.52 0.68 224 1 T 224 Right 371 0.89 417 1 R 0 417 Value entered by user. SATURATION FLOW ADJUSTMW WORKSHEET Appr/ Ideal Adj Lane Sat f f f f £ E f f f Sat Group Flow W HV G P BB A LU RT LT Flow Eastbound Sec LT Adj/LT Sat: TR 190D 1.000 1.000 1.000 1.000 1.000 1.00 0.95 0.988 1.000 3566 Wastbound Sec LT Adj/LT Sat: LT 1900 1.000 1.000 1.000 11000 1.000 1.00 0.95 1.000 0.913 3298 Northbound Sec LT Adj/LT Sat! LTR 1900 1.000 1.000 1.000 1.000 1.000 1.00 1.00 0.869 0.491 911 Southbound Sea LT Adj/LT Sat: L....._.....1.900 1:000...._1.000.. 1..000..1.000...1:000-..1:00 1...00...- 0,558 .1061_ T 1900 1,000 1.000 1.000 1.000 1.000 1.00 I.00 1.000 1.000 1900 R 1900 1.000 1.000 1.000 1.000 1.000 1.00 1.00 0.650 ---- 1615 FiJTURE.doc 1'bA11- d I.ntf) 1111' p11b11C 26 rOCOrd to connection with Iters --Pt- 1 onL'dI. � .� � � �� 3 Waxer Feeman Wastbound LT 0.96 0.550 1.2.9 1.000 1814 0.50 19.2 0.0 32.0 C 32.0 C Northbound LTR 0.61 0.317 17.4 1.000 257 0.20 4.3 0.0 21.7 C 21.7 C Southbound L 0.56 0.317 17.0 1.000 336 0.16 2.1 0.0 19.1 B T 0.37 0.317 15.9 1.000 602 0.11 0.4 0.0 16.3 B 17.6 B R 0.82 0.317 1B.9 1.000 511 0.36 10.8 0.0 29.7 C Intersection Belay - 23.3 (sec/veh) Intersection LOS .. C SUPPLEMMMT'AL PERMITTED LT WORKSHEET, far exclusive lefts FUTURE.doc Submlttod into tho public 27 record In connection with iters 1-gl on Walter F'oeman City Cleric • --, -- -- T- CAPACITY ANALYSIS WORKSHEET Adj Adj Sat Flow Breen --Lane Group-- Appr/ Fane Flow Rate Flow Rate Ratio Ratio Capacity We Hvmt group (v) (s) (v/s) (g/C) (c) Ratio Eastbound Fri. Sec. Left Thru TR 872 3566 0.24 0.550 1961 0.44 Right Westbound Fri. Sec. Left Thru Lx 1743 3298 0 0.53 0.550 1814 0.96 Right Northbound Fri. Sec. Left Thru LTR 157 all 0.19 0.317 257 0.61 Right Southbound Fri. Sec. Left L lea 1061 0.18 0.317 336 0.56 Thru T 224 1900 0.12 0.317 602 0.37 Right R 417 1615 0 0.26 0.317 511 0,82 Sum (v/a) critical a 0.79 Lost Time/Cycle, L a 6.00 sac Critical v/c(X) .. 0.87 LEVEL OF SERVICE WOPY MEET Appr/ Ratios Llnf Prog Lane Incremental Res Lane Group Approach Lane Del Adj Earp Factor Del Del Grp v/c g/C dl Fact Cap k d2 d3 Delay LOS Delay LOSLOS Eastbound TR 0.44 0.550 8.0 1.000 1961 0.50 0.7 0.0 8.8 A 8.8 A Wastbound LT 0.96 0.550 1.2.9 1.000 1814 0.50 19.2 0.0 32.0 C 32.0 C Northbound LTR 0.61 0.317 17.4 1.000 257 0.20 4.3 0.0 21.7 C 21.7 C Southbound L 0.56 0.317 17.0 1.000 336 0.16 2.1 0.0 19.1 B T 0.37 0.317 15.9 1.000 602 0.11 0.4 0.0 16.3 B 17.6 B R 0.82 0.317 1B.9 1.000 511 0.36 10.8 0.0 29.7 C Intersection Belay - 23.3 (sec/veh) Intersection LOS .. C SUPPLEMMMT'AL PERMITTED LT WORKSHEET, far exclusive lefts FUTURE.doc Submlttod into tho public 27 record In connection with iters 1-gl on Walter F'oeman City Cleric • 9 A APPROACH WB NB SB Cycle Length. C 50.0 sec t:y Actual Green Time for Lane Group, G 19.0 Effective Green Time for Lune Group, g 19.00 Opposing Effective Green Time, go 1910 Number of Lanes in Lane Group, N 1 Number of Opposing Lanes, No 1 Adjusted Left -Turn Flour Rate, Vlt 188 Proportion of Left Turns in Opposing Plow, Plto 0.77 Adjusted Opposing Flow Rate, Vo, 157 Lost Time for Laney Croup, tl 4.00 Left Turns per Cycle: LTCo-VltC/3500 3.13 opposing Flow per Lane. Per Cycle: Volc-VOC/9600fluo 2.62 Opposing Platoon Ratio, Rpo (Table 9-2 or Eqn 9-7) 1.00 gf"(Gexp(-- a * (LTC ** b))]-tl, gf<-g 0.0 (apposing Queue Ratio: Biro-I-Rpo(go/C) 0.68 gq-(4.943Volc**0.762)[(gro**1.061)-tlj, gq<vg 2.87 gu _g -Sq if gq>-gf, -g-gf if gq<gf 16.13 n -(0q -g£)/2. n> -o 1.43 Ptho-1-Pito 0.23 pl*APlt[1+{(N-l)g/(gf+gu/E11+4.24))) 1.00 Ell (Figure 9-7) 1.52 E12w(l-Ptho**n)/Plto., E12>-1.0 1.14 fmin-2(1+Plt)/g or £min-2(1+P1)/g 0.21 gdi£f-max(gq-gf,0) 2.87 (min-fmin,maa-1.00) 0.56 £1tRfm■[g£/g]+gdiff[1/{1+i�1t(E12-1)}} +[gu/91t1/(1+Plt(Ell-1)),(minn£mi,n,maxal.0) or 0.558 For special case of single -lane approach opposed by multilane approach, see text. * if P1>-1 for shared left -turn lanes with N>1, then assume de -facto left -turn lane and redo calculations. ** For permitted left -turas with multiple exclusive left --turn lanes, flt-f=. For special case of multilane approach opposed by single -lane approach or when gf>gq, see text. __SUPPLEMENTAL PERMITTED LT WORKSHEET_ _.. for shared lefts APPROACH Cycle Length. C 60.0 sac Actual Green Time for Lane Group, G Effective Green Time for Lane Group, g Opposing Effective Green Time, go Number of Lanes in Lane (Group, N Number of Opposing Lanes, No Adjusted Left -Turn Flow Rate, Vlt Proportion of Left Turns in Lane Group, Plt Proportion of Left Turns in Opposing Flow, Plto Adjusted Opposing Flow Rate, Vo Lost Time for Lane Group, tl Left Turns per Cycle: LTC-VltC/3600 Opposing Flout per Lane, Per Cycle: Volc-VoC/3600fluo Opposing Platoon Ratio, Rpo (Table 9-2 or Eqn 9-7) gf-[Gexp(- a a (LTC ** b))]-tl, g£<.g Opposing Queue. Ratio: qro-l-Rpo(go/C) gq-(4.943Volc**0.762)[(gro**1.061)-tl], gq<*g gu -g-gq if gq>-gf, -g-SE if gq<gf .n-(gq-gi)/2, o-0 Pthoal-Plto P1+�¢Plt[1+{{N-l)g/(gf+gu/Ell+4.24))) Ell (Figure 9-7) E12-(1-Ptho**n)/Pita. E12>-1.0 - gdiff-max(gq-gf,0) (min-fmin;max-1.00) FUTURE, doe EB WB NB 33.0 33.00 33.0 2 2 44 0.03 0.00 872 4.00 0.73 7.65 1.00 12.3 0.45 5.24 20.71 0.00 1.00 01.06 3.45 1.00 _...-a 46 0.00 0.92 19.0 19.00 19.0 1 1 121 0.77 0.00 224 4.00 2.02 3.73 1.00 0.4 SB 0 e0k, c!s 0.68 �a 5.00 r:s 14 00 0 i� 2.29 1.00 ay 0.77 1.74 t:y 1.00 r j cu 0.00 0.49 28 3 3 flt-fmm{gf/gJ+gdiff[ +Plt(E12-1)}) . +[gufgj[1i(1+Plt(511- j,(minQ£min,uaaxal.0) or £1tm[fm+0.91(N-1)j/N�* flt Primary 0.913 0.491 For special case of single-lens approach apposed by multilane approach, sae text. �► If Pl>=1 for shared left -turn lanes with N>1. then assume de -facto left -turn lane and redo calculations. �► For permitted left -turns with multiple exclusive left -turn lanes, fltufm. For special case of multilane approach 'opposed by single -lane approach or when g£>gq, see text, SUPPLEMENTAL UNIFORM DELAY WORKSHEET EBLT WBLT NBLT SBLT Adj. LT Val from Vol Adjustment Worksheet, v v/c ratio from Capacity Worksheet, X Primary phase effective green, g Secondary phase effective green, Sq (From Supplemental Permitted LT Worksheet), Su Cycle length, C 60.0 Red a(C-g-gq--gu), r Arrivals: v/(3600(mas(X,1.0))), qa Primary ph. departures: x/3600, sp Secondary ph. departures: s(gq+gu)/(9u•3600). as XPerm XProt XCase Queue at begiaiing of green arrow, Qa Queue at beginning of unsaturated green, Qu Residual queue, Qr Uniform Delay, dl DELAY/LOS WORKSHEET WITH INITIAL QUEUE Initial Dur. Uniform Delay Initial Final Initial Lane Appr/ Unmet Unmet Queue Unmet Queue Group Lane Demand Demand Unadj. Adj. Param. Demand Delay Delay Group Q veh t hrs. ds dl sea u Q veh d3 sea d sec Eastbound Westbound Northbound Southbound Intersection Delay 23.3 sec/veh Intersection LOS C Submitted ire F[TTtTRE.doc tle record in ccnncc� o p with 29 itemPL-01-1on KA _ WcItOr F (]eman C4 Clerk • 9 Jackson M. Ahlstedt Jackson M. Ahlstedt, P.E. Jackson M. Ahlstedt, P.E. 46 N.W. 94th Street Miami Shores, Florida 33150 Phone: (305) 754-8695 E -Mail; Intersection: City/State: Analyst; Project 140; Time Period Analyzed: Date: EastAiest Street Name: North/South Street Name: HCS: Signals Ralsase 3.1 • Fax: (305) 754-8695 OPERATIONAL ANALYSIS 13TH S \S MIAMI AVE MIAMI/FLORIDA J. AHLSTEDT PARR PLACE PM PK HR - FU7URE W/O PROJECT 6/5/00 SW 13TH STREET SOUTH MIAMI AVENUE VOLUME DAT I Eastbound 1 Westbound I Northbound 1 Southbound { I L T R { L T R i L T R I L T R 1 Volume 1165 562 88 135 1274 163 197 265 67 118 159 263 PHF 10.74 0.90 0.59 10.65 0.91 0.78 10.81 0.81 0.54 10.67 0.78 0.81 1 PK 15 Val 156 156 37 113 350 52 130 82 31 17 51 81 1 Hi Ln Vol, 1 I i I i % Grade 1 0 ! 0 1 0 1 0 1 Ideal Sat 11900 1900 1 1900 { 1900 I 1900 i ParkExist I I I I I �%umPark Heavy Veh 10 0 0 10 0 0 IQ 0 0 10 0 0 1 No. Lanes 1 0 2 0 1 0 2 0 1 0 2 0 1 0 2 0 1 toconfig I Daft TR I LTR 1 LTR I LTR I Lana width 112.0 12.0 1 12.0 1 12.0 1 12.0 I RTOR Vol I 0 I 0 1 0 I 0 I Adj Flow 1223 773 1 1663 1 571 { 556 1 iInSharsdLni I 1 I I Prop Turns 10.00 0.19 10.03 0.13 10.21 0.22 10.05 0.59 1 Nu:nPede I 0 1 0. 1 0 1 0 I NumBus IO 0 1 0 1 0 1 0 1 Duration 1.00 Area.Type: All other areas OPERATING PARAMETERS I Eastbound 1 Wastbound 1 Northbound I Southbound 1 I L T R I L T R I L T R 1 L T R 1 Init unmet I 10.0 0.0 i l 1 0.0 1 1 0.0 1 I 0.0 1 Arriv. Type 13 3 1 3 1 3 I 3 I Unit Eat. 13.0 3.0 1 3.0 1 3.0 1 3.0 1 I Factor 1 1.000 1 1.000 1 1.0DB 1 1.000 I Last Time 12.0 2.0 1 2.0 1 2.0 1 2.0 I Ext of g {2.0 2.0 1 2.0 1 2.0 I 2.0 I Ped Min S I 0.0 1 0.0 1 0.0 1 0.0 i PHASE DATA Phase Combination 1 2 3 4 1 5 6 7 JTili:t;? into 1 0 P1,11 ER Left Thru P P { NB { Left A Thru A fCCOr(j item Right P I Right A Pods I Ped Walter F0 'f7lai) FLTM.doc 30 city Clerk Westbound LTR 0.94 0.5550 12.6 1.000 1768 0.50 14.2 0.0 26.8 C 26.8 C Northbound LTR 0.83 0.283 20.6 1.000 645 0.41 16.4 0.0 36.9 D 36.9 D Southbound LTR 0.65 0.283 18.9 1.000 851 0.23 1.8 0.0 20.7 C 20.7 C Intersection Delay .. 25.2 (sec/veah) Intersection LOS - C F4, ilbrnittrod into tho puhi(o record in conmoctlen Wi4l SUPPLEMENTAL PERMITTED LT WORKSHEET..._,. iiem p2 a. on _-MAL for exclusive lefts Walter Foot an FUTURE.doc 32 City Clark R h ■ (-moi . � '! _4 . ie t �. CAPACITY ANALYSIS WORKSHEET Adj Ada Sat Flow Green ---.ane Group-- Apper/ Lane Flow Rate Flaw Rate Ratio Ratio Capacity v/c Mvmt Group, (v) (s) (v/s) (g/C) (c) Ratio Eastbound pri . Sec. Left Deft 223 0.000 Thru TR 773 1845 0.42 0.550 1015 0.76 Right Wastbound Pri. Sec. Left Thru LTR 1663 3215 # 0.52 0.550 1768 0.94 Right ' Northbound Pri. Sec. Left Thru LTR 571 2276 # 0.25 0.283 645 O.B9 Right Southbound Pri. Sec. Left Thru LTR 556 3002 0.19 0.283 851 0.65 Right Sum (v/s) critical a 0.77 Last Time/Cycle, L m 8.00 sec Critical v/c(X) 4 0.87 LEVEL OF SERVICE WORKSHEET Appr/ Ratios Unf Prog Lane Increemantal Ras Lane Group Approach Lane Deal Adj Grp Factor Del Del Grp v/c S/C dl Fact Cap k d2 d3 Delay LOS Delay LOS Eastbound DefL 0.000 1.000 0.0 TR 0.76 0.550 10.5 1.000 1015 0.50 5.6 0.0 16.0 B 16.0 B Westbound LTR 0.94 0.5550 12.6 1.000 1768 0.50 14.2 0.0 26.8 C 26.8 C Northbound LTR 0.83 0.283 20.6 1.000 645 0.41 16.4 0.0 36.9 D 36.9 D Southbound LTR 0.65 0.283 18.9 1.000 851 0.23 1.8 0.0 20.7 C 20.7 C Intersection Delay .. 25.2 (sec/veah) Intersection LOS - C F4, ilbrnittrod into tho puhi(o record in conmoctlen Wi4l SUPPLEMENTAL PERMITTED LT WORKSHEET..._,. iiem p2 a. on _-MAL for exclusive lefts Walter Foot an FUTURE.doc 32 City Clark R h ■ (-moi . � '! _4 . ie t �. .7 • NS SB +(gu/g](1/(1+Plt(E11-1)],(min-fmin:max-1.0) or fit For special case of single -lane approach opposed by multilane approach, see text. * If Pl>-1 for shaved left -turn lanes with N>1, then assume de -facto left -turn lane and redo calculations. ** For permitted left -turns with multiple exclusive left -turn lanae, flt-fm. For special case of multilane approach opposed by single -lane approach or when gf>gq, sse text. SUPPLEMENTAL PERMITTED LT WORKSM APPROACH EP WB Cycle Length, C 60,0 sec Actual green Time for Lane Group, 0 0.0 Effective Green Time for Lane Group. 8 33.00 Opposing Effective Green Time, go 33.0 Number of Lanes in Lane Group, N 1 Number of Opposing Lanes, No 2 Adjusted Left -Turn Flog Rate, Vlt 223 Proportion of. Left Turns in Opposing Flow, Plto 0.03 Adjusted Opposing Flow Rate, Vo 1663 Lost Time for Lane Group, tl 0.00 Left Turns per Cycle: LTC-V1tC/3600 3.72 Opposing Flow per Lane, Per Cycle: Volc-VoC/3600f1uo 14.59 Opposing Platoon Ratio. Rpo (Table 9-2 or Econ 9-7) 1.00 gf-[Gexp(- a * (LTC ** b))]-tl, gf<-g 0.0 Opposing Queue Ratio: qro-l-Rpo(go/C) 0.45 gq-(4.443Volc**0.762)((gro**1.061)-tl], gq<-g 21.56 Su -S-Sq if gq>-gf, Fg_gf if gq<gf 11.44 n-(Sq-Sf)/2, n> -G 10.78 Ptho-1-Plto 0.97 P1*-Plt[l+((N-1)g/(gf+gu/E11+4.24))) 1.00 Ell (Figure 9-7) 6.61 E12-(1-Ptho**n)/Plto, E12>-1.0 9.22 fmin-2(1+Plt)/g or Emin-2(1+P1)/g 0.12 gdiff-max(gq-qF.0) 21.56 (min-fmin:maxR1.00) 0.12 fit-fm-[gi/g]+gdiff(l/{l+Plt(E12-1)}} 54 NS SB +(gu/g](1/(1+Plt(E11-1)],(min-fmin:max-1.0) or fit For special case of single -lane approach opposed by multilane approach, see text. * If Pl>-1 for shaved left -turn lanes with N>1, then assume de -facto left -turn lane and redo calculations. ** For permitted left -turns with multiple exclusive left -turn lanae, flt-fm. For special case of multilane approach opposed by single -lane approach or when gf>gq, sse text. SUPPLEMENTAL PERMITTED LT WORKSM for shared lefts APPROACH ES WB NB SA Cycle Length, C 60.0 sec Actual Careen Time for Lane Group. G 33.0 17.0 17.0 Effective Green Time for Lane Group, g 33.00 17.00 17.00 Opposing Effective Green Time, go 33.0 17.0 17.0 Number of Lanes in Lane Group, N 2 2 2 Number of Opposing Lanes, No 2 2 2 Adjusted Luft -Turn Flow Rate,.Vlt 54 120 27 Proportion of Left Turns in Lane Group, Pit 0.03 0.21 0.05 Proportion of Left Turns in Opposing Flow, Alta 0.00 0.05 0.21 Adjusted Opposing flow Rate, Vo 773 556 571 Lost Time for Lane Group, ti 4.00 4.00 4.00t ,_ -� 1 Left Turas per Cycle: LTC-V1tC!/3600 0.90 2.00 0 , 45 -° Opposing Flow per Lane, Per Cycle: Vola-VoC/3600fluo 6.44 4.88 5.0 . Opposing Platoon Ratio, Rpo (Table 9-2 or Eqn 9-7) 1.80 1.00 1.00L% tD gf-(Gexp(- a * (LTC ** b))]-tl, gf<-g 10.6 0.0 6.3 0 Opposing Queue Ratio; growl-Rpo(go/C) 0.45 0.72 0.7 <5 i gq-(4.943Volc**0.762)[(gro**1.051)-tlj, gq<-g 3.38 4.35 4.62 03 gu -g-gq if gq>mgf. -g-gf if gq<gf 22.43 12.65 10.46 n-(gq-gf)/2; 0-0 0.00 2.17 0.0E Pthoal-Plto 1.00 0.95 0.7*, Pl*-Plt[i+{(N-1)g/(gf+gu/E11+4.24))) 0.08 0.53 0. IQ:),) Ell (figure 9-7) 3.00 2.50 2.54; { El2-(1-Ptho**n)/Plto. E12>-1.0 1.00 2.11 1.00q;� Emin-2(1+Plt)/g or fmin-2(1+P1)/g 0.07 0.19 0.1 e, A gdiffamax(ggWg£,0} 0.00 4.35 0.0 W (min-fmi-n;max-1.00) 0.91 0.39 0.91 FUTURF.doc 33 ..� a flt-fum[gf/g]+gdiff l+Plt(E12-1)}] +[gu/g)[1/(1+PIt(E11- )].(min-fminsma$b1.A) or flt Primary 0.909 0.652 0.912 For special case of single -lana approach opposed by multilane approach, see text. +� If Pl>-1 for shared left -turn lanes with N>l, then assume de -facto left -turn lone and redo calculations. +� For permitted left -turns with multiple exclusiver left -turn lanes, flt=fm. For special case of multilane approach 'opposed by single -lane approach or when gf>gq, see text. SUPPLEMENTAL UNIFORM DELAY WORKSHEET EBLT WBLT NBLT SBLT Adj. LT Vol from Vol Adjustment Worksheet, v v/c ratio from Capacity Workshest, X Primary phase effective green, g Secondary phase effective green. gq (From Supplemental Permitted IT Worksheet), Su Cycle length, C 60.0 Red W(C-g-qq-gu), r Arrivals: v/(3600(max(X,1.0))), qa Primary ph. departures: s/3600, sp Secondary ph. departures: s(9q+9u)/(gu*3600), ss XPerm XProt xCase Queue at begining of green arrow, Qa Queue at beginning of unsaturated green, Qu Residual queue, Qr Uniform Delay, dl DELAY/LOS WORKSHEET WITH INITIAL QUEUE Initial Dur. uniform Delay Initial Final Initial Lane Appr/ Unmet Unmet Queue: Unmet Queue Group Lane Demand Demand Unadj. Adj. Param. Demand Delay Delay Group Q veh t hra. ds di sec u Q veh d3 sea d sec Eastbound Wastbound Northbound Southbound Intersection Delay 25.2 sec/veh Intersection LOS C Item on _�EJ.._ nv Walic3 i -i oulFari FUTURE,doa 34 City ()ferit .� t ;)Q 3 • • Jackson M. Ahlstedt Jackson M. Ahlstedt,.P.E. Jackson M. Ahlstedt, P.E. 45 N.W..94th Street Miami Shores, Florida 33150 Phone: (305) 754-8695 E -Mail: Intersection: City/State: Analyst: Project No: Time period Analyzed: Date: East/West Street Nampa: North/South Street Name: HCS: Signals Release 3.1 Fax: OPERATIONAL ANALYST u (305) 754-8695 SE 13TH ST\BRICKELL AVE MIAMI/FLORIDA J. AHLSTEDT PARK PLACE PM PK HR - FUTURE W/O PROJECT 6/5/00 SE 13TH STREET BRICKELL AVENUE VOLUME DATA---,,, I Eastbound I Westbound 1 Northbound 1 Southbound 1 IL T R I L T R 1 L T R I L T R I Volume 1395 135 239 1183 411 148 1439 1795 111 195 1862 744 1 PHF 10.80 0.76 0.92 10.76 0.75 0.70 10.91 0.88 0.60 10.74 0.94 0.88 1 PK 15 Vol 1123 64 65 160 137 53 1121 510 46 132 495 211 Hi Ln Vol I I I I I V. [grade 1 0 I n 1 0 1 0 1 Ideal Set 11900 1900 1900 11900 1400 1900 11900 1900 11900 1900 1900 1 ParkExist I I t I NumPa rk % Heavy Veh10 0 0 Ia 0 0 In O a 10 0 0 No. Lanes 1. 1 1 11 1 1 2 0 1 1 2 1 { LGCon£ig I L LT R 1 L TR Lane Width 112.0 12.0 12.0 112.0 12.0 12.0 112.0 12.0 112.0 12.0 12.0 I RTOR Vol Adj Flow 1494 257 260 1241 548 211 1482 2225 0 1128 1981 845 1 /.InSharedLnIO I I I I Prop Turns 10.00 Numpeds 1 0 1 0 1 0.08 0 I 0 I NumBus ja 0 0 10 0 a 10 0 10 a 0 1 Duration 1.00 Area Type: All rather areas �.,.. OPERATING PARAMETERS I Eastbound I Westbound 1 I L T R 1 L T R i I I Init Unmet 10.0 0.0 0.0 IO.a 0.0 0.0 Arriv. Type 13 3 3 13 3 3 Unit Ext, 13.0 3.0 3.0 13.0 3.0 3.0 I Factor 1 1.000 1 1.000 Lost Time 12.0 2.0 2.0 12.0 2.0 2.0 Ext of g 12.0 2.0 2.0 12.0 2.0 2.0 Pad Min 5 1 0.0 1 0.0 Northbound ( Southbound L T R I L T R 0.0 0.0 _I 10.0 0.0 0.0 3 3 13 3 3 3.0 3.0 13.0 3.0 3.0 1.000 1 1.000 2.0 2.0 12.0 2.0 2.0 2.0 2.0 12.0 2.0 2.0 0.0 1 0.0 PHASE DATA Phase Combination 1 2 3 4 1 S 6 PubmYtod Into the 19ublie record in connection with ES Left A I NH Left P item on Thru A I Thru P Right A I Right P Walter Fooman Peds 1 Ped City CIEerk FUTURE.doc 35 WB Left A ( SB Left P Thru A i Thru P }light A i Right P Peds i Ped NB Right j EB Right SB Right i j l WB Right Green 15.0 16.0 I 59.0 Yellow 4.0 4.0 4.0 All Red 1.0 1.0 1.0 Cycle Length: 115.0 secs VOLUME ADJUSI'MEbiF' WORKSHEET Adjusted Prop. Prop. Appr./ Mvt Flow No... Lane Flow Rate Left Right Movement Volume PHF Rate Lanes Group RTOR In Laine Grp Turns Turns Eastbound Left 395 0.80 494 1 L 494 Thru 195 0.76 257 1 LT 257 0.00 Right 239 0.92 260 1 R 0 260 Westbound Left 183 0.76 241 1 L 241 Thru 411 0.75 548 1 T 548 Right 146 0.70 211 1 R 0 211 Northbound Left 439 0.91 482 1 L 482 Thru 1795 0.88 2040 2 TR 2225 0.08 Right 111 0.50 185 0 0 Southbound Left 95 0.74 128 1 L 120 Thru 1862 0.44 1981 2 T 1981 Right 744 0.88 945 1 R 0 845 Value entered by user. SATURATION FLOW ADDU i40T WORKSHEET Appr/ Ideal Adj Tans gat f f f F f f f f f Sat [Group Flow W HV G P B8 A LU RT LT Flow Eastbound Sac LT Adj./LT Sat: L 1900 1.000 1.000 1.000 1.000 1.000 1.00 1.00 ---- 0.950 1805 LT 1900 1.000 1.000 1.000 1.000 1.000 1.00 1.00 1.000 1.000 1900 R Ina 1.000 1.000 1.000 1.000 1.000, 1.00 1.00 0.850 ----- 1615 Westbound Sea LT Adj/LT Sat: L 1900 1.000 1.000 1.000 1.000 1.000 1.00 1.00 ---- 0.950 1805 T 1900 1.000 1.000 1.000 1.000 1.000 1.00 1.00 1.000 1.000 1900 R 1900 1.000 1.000 1.000 1.000 1.000 1.00 1.00 0.850 ---- 1615 Northbound Sec IT Adj/LT Sat: L 1900 1.000 1.000 1.000 1.000 1.000 1.00 1.00 --•-- 0.058 110 TR 1900 1.000 1.000 1.000 1.000 1.000 1.00 0.95 0.988 1.000 3565 Southbound Sec LT Adj/LT Sat L 1900 1.000 1.000 1.000 1.000 1.000 1.00 1.00 ----- 0.058 110 T 1900 1.000 1.000 1,000 1.000 1.000 1.00 0.95 1.000 1.000 3610 1.000 1.000, 1�13b%?i��Ot� �ri�b0i�� ��1.00 0.650 - 1615 FR(]Ti3RE.d c C� 36 record in connection with stern� • on 11711 i altot Ff L"fil.i11 ! DIE ; `�C•Y�S • LJ Southbound Fri. Sec. Left L: 128 110 1.16 0.600 66 1.94 Thru T 1981 3610. 0.55 0.600 2166 0191 Right R 645 161.5 0.52 0.600 969 0.87 Sum (v/s) critical R 4.94 Lost Time/Cycle, L - 12.00 sec Critical v/c(X) - 5.52 LEVEL OF SERVICE WORK61HEET Appr/ Ratios 0 Pros Lane. Inaremantal • Lane Group Approach Lane CAPACITY ANALYSIS WORK HEET Adj Grp Factor Adj Adj Sat Flow Green --Lane Group-- Appr/ Lane Flow Rate Flom Rate 'Ratio Ratio Capacity v/c Mvmt Group (v) (s) (v/s) (g/C) (c) Ratio Eastbound L 2.10 0.130 50.0 1.000 235 Pri. 0.0 LT 1.04 0.130 50.0 Sec. 248 0.50 153.5 0.0 203.5 F 203.5 F R 1.23 Left L 494 1805 0 0.27 0.130 235 2.10 Thru LT 257 1900 0.14 0.130 248 1.04 Right R 260 1615 0.16 0.130 21.1 1,23 Westbound Pri. Sec. Left L 241 1805 0.13 0.139 251 0.95 Thru T 548 1900 # 0.29. 0.139 254 2.08 Right R 211 1515 0.13 0.139 225 0.94 Northbound Pri. Sec. Left L 482 110 # 4.38 0.600 56 7.30 Thru TR 2225 3565 0.62 0.600 2139 1.04 Right • LJ Southbound Fri. Sec. Left L: 128 110 1.16 0.600 66 1.94 Thru T 1981 3610. 0.55 0.600 2166 0191 Right R 645 161.5 0.52 0.600 969 0.87 Sum (v/s) critical R 4.94 Lost Time/Cycle, L - 12.00 sec Critical v/c(X) - 5.52 LEVEL OF SERVICE WORK61HEET Appr/ Ratios Un£ Pros Lane. Inaremantal Res Lane Group Approach Lane Del Adj Grp Factor Del Del Grp v/c g/C dl Fact Cap k d2 d3 Delay LOS Delay LOS Eastbound L 2.10 0.130 50.0 1.000 235 0.50 0.0 LT 1.04 0.130 50.0 1.000 248 0.50 153.5 0.0 203.5 F 203.5 F R 1.23 0.1.30 50.0 1.000 211 0,50 459.2 0.0 509.2 F Westbound L 0.96 0.139 49.2 T 2.08 0.139 49.5 R 0.94 0.139 49.0 Northbound L 7.30 0,600 23.0 TR 1.04 0.600 23.0 Southbound 1.000 251 0.47 77.8 0.0 1.000 264 0.50 0.0 1.000 225 0445 67.8 0.0 1.000 66 0.50 0.0 1.000 2139 0.50 89.9 0.0 126.9 F 126.9 F 116.6 F 112.9 F 112.9 F L 1.94 0.600 23.0 1.000 66 0.50 0.0 T 0.91 0.600 20.4 1.000 2166 0.50 B.4 0.0 28.8 C 28.8 C R 0.87 0.600 19.3 1.000 969 0.50 12.0 0.0 31.3 - C pubilo Intersection Delay = 105.9 (sec/veh) Intersection LOS Air record i�j with �t8on SUPPLEMWAL PERMITTED LT WORKSHEET Walter 4 Qor�161r� for exclusiva lefts City G1eik }+UTURE.doc 37 4 t' j 91 e l F � ,,, .13 �, APPROACH EB WB NB SB Cycle Length,'C 115.0 sac Actual Green Time for Lane Group, G 69.0 69.0 Effective Careen Time for Lame Group, g opposing Effective Green Time, go 69.00 69.0 69.00 6910 Number of Lanes in Lane Group, N 1 i Number of Opposing Lanes, No 2 2 Adjusted Left Turn Flow Rate, Vlt 482 128 Proportion of Left Turns in Opposing Flow, Plto 0.00 0.00 Adjusted opposing Flow Rate, Vo 1981 2225 Lost Time for Lana Group, tl 4.00 4.00 Left Turns per Cycle: LTC-V1tC/3600 15.40 4.09 Opposing Plow per Lune, Per Cycle: Volc-VoC/3600fluo 33.31 37.41 Opposing Platoon Ratio, Rpo (Table 9-2 or Eqn 9-7) 1.00 1.00 gf-[Gexp(- a * (LTC ** b))) -t1. gf<-g 0.0 0.0 Opposing Queue Ratio: qro-l-Rpo(ga/C) 0.40 0.40 gq-(4.943Volc**0.762)[(gro**1.061)-tl], gq<ng 59.33 69.00 Su -S-Sq if gq>-Sf, -g-gf if gq<gf 9.67 0.00 n-(gq-gf)/2, n>-0 29.66 34.50 Pthoal-Plto 1.00 1.00 Pl*-Plt[1+{(N-1)g/(gf+gu/Ell+4.24))) 1.00 1.00 Eli (Figure 9-7) 9.45 12.18 E12-(1-Ptho**n)/Plto, E12>-1:0 1.00 1.00 fmin-2(1+Plt)/g or fmin-2(1+P1)/g 0.06 0.06 gdiff-Max(gq-gf.0) 0.00 0.00 fm•[gf/g]+[gurg)(1i{1+P1(Ei1-1))]. (min-Eviin;max-1.00) 0.06 0.06 flt�fm-[gf/g)+gdiff[1/{1+Plt(E12-1)}) +[gu/g)[1/(1+Plt(E11-1)�,(mit-fmin;tnaa41.0) or flit 0.058 0.058 For special cane of single -lane approach opposed by :multilane approach, seer text. �► If P1>-1 for shared left -turn lanes with N>l, than assume de -facto left -turn 1a.na and redo calculations. ** For permitted left -turns with multiple exclusive left -turn lanes, flt-fm. For special case of multilane approach opposed by single -lane approach or when gf>gq, see text. Si3PPLEMMAL PERMITTED LT WORKSHEET for shared lefts APPROACH EB WT NB SB Cycle Length, C 115.0 sac Actual Green Time for Lane Group, G Effective Careen Time for Lane Group, g Opposing Effective Green Time, go Number of Lanes in Lane Group, N Number of Opposing Lanes, No Adjusted Left Turn Flow Rate, Vlt Proportion of Left Turns in Lane Group, Pit Proportion of Left Turns in Opposing Flow, Plto Adjusted Opposing Flow Rate, Vo Lost. Time for Lane Group, tl Left Turns per Cycle: LTC-V1tC/3600 Opposing Flow per Lane. Per Cycles Vole-VoC/3600fluo Opposing Platoon Ratio, Rpo (Table 9-2 or Eqn 9-7) gf-[Clamp(- a * (LTC ** b))]-tl, gf<-g Opposing Queue Ratio: gror-l-Rpo(go/C) g4-(4.943Volc**0.762)[(gro**1.061)-tlj, gq<-g gu -g-gq if gq>-gf, -g-gf if gq<gf n-(5q-gf)/2, n>=D Ptho-l-Plta Pl*-Plt[l+((N-1)g/(gf+gu/E11+4.24)) ) SutTYlit'a-d into the pubile E11 (Figure 9-7) record til �,(,v,.51c,,c on With E12-(1-Ptho**n)/Plto, E12>-1.0� fruit-2(1+?lt)/g or fmin-2(1+P1)/g item P7.=0�-f W 40gdlff-max(gq-gf,0) Waltef Foom n (mltafmin,, max=1.00) City Clerk FUTURE.doc 38 £lt-fm-(gf/gj+gdif {1+Plt(E12-1)1] • +(gu/g](1/(1+Plt(El-1)j,(min=tYniu;max-1.0) or fit=(fm+0.91(1--1)]/N** flt Primary For special case of single -lane approach opposed by multilane approach, see text. If P1>wl for shared left -turn lanes with N>1. then assume de -facto left -turn lane and redo calculations. •* For permitted left -turns with multiple exclusive left. -turn lanes, flt-fm. For special case of multilane approach apposed by single --lane approach or when gf>gq, sea text, SUPPLEMENTAL UNIFORM DELAY WORKSHEET EBLT WBLT NBLT SSLT Adj. LT Vol from. Vol Adjustment Worksheet, v v/c ratio from Capacity Worksheet, X Primary phase effective green, g Secondary phase effective green, gq (From Supplemental Permitted LT Worksheet), gu Cycle length, C 115.0 Red-(C--g--gq-gu), r Arrivals: v/(3600(mas(X,1.0))), qa Primary ph. departures: x/3600, sp Secondary ph. departures: s(gq+gu)/(gu»3600), ss XPerm XProt Xcase Queue at begining of great arrow, Qa Queue at beginning of unsaturated green,.Qu Residual queue, Qr Uniform Delay, dl DELAY/LOS WORKSHEET WITH INITIAL QUEUE Initial Dur. Uniform Delay Initial Final Initial Lane Appr/ Unmet Unmet Queue Unmat Queue Group Labe Demand Demand Unadj. Adj. Param. Demand Delay - Delay Group Q veh t hre. ds d1 see u Q veh d3 sec d sec Eastbound Westbound Northbound Southbound Intersection Delay 105.9 sea/veh Intersection LOS F record in with item E? --A2 On - 1.: g - Walta i~ oornan )"rUTM.doc �it�I Clerk 39 Pedestrian Volume Data: Movements: ------------------------------------_---_-_------__---.-- ___.____---___ Lane width: Walk speed: % Blockage: Median Type: Raised Curb # of vehicles: 0 Flared approach Movements: # of vehicles: Northbound 0 # of vehicles: Southbound 0 Lane usage for movements 1,2&3 approach: Lane 1 Lane 2 Leve 3 L T R L T R L T R ------------------------------------- ------------___------..__------__ Y Y N N Y Y N N N Channelized: N Grade: 0100 Lana usage for movements 4.5&6 approach: Lane 1 Lane 2 Lane 3 L T R L T R L T R -------------------------------------------------------------..__ ------- Y Y N N Y Y N N N Channelized; N Grade: 0.00 Lane usage for movements 7.9&9 approach: Lane 1 Lane 2 Fane 3 L T R L T R L T R ------------------------------------..__-_..__--.._------------------- Y Y Y N N N N N N Channelized; N Grade: 0.00 Lane usage for movements 10.11&12 approach: Lane 1 Lane 2 Lane 3 L T R L T R L T R ----- Y.. -_--_Y YN _----- ------------ �N ------------ �-----�-- ----- N Channelized: N Grade: 0.00 Data for Computing Effect of Delay to Major Street Vehicles: FUTURE.d0c Subrrrlttod In -lo tllo Pub110 record in i c, ren noc,tion with item P -&--A ori Waft Fooman Iity Cleric HCS: U .5nalized Intersection Release 3.1 TWO --WAY STOP CONTROL(TWSC) ANALYSIS Analyst: J, A11LSTEDT Intersection: SW 4TH ATH AVE AND 15TH RA Count Data: FUTURE W/4 PROJECT Time Period: PM PK Intersection Orientation: East-West Major St, Vehicle Volume Data: Movements: 1 2 3 4 5 6 7 8 9 10 11 12 Volume: 2 52 10 39 178 22 ---------------_------------------------- 5 8 23 70 133 9 HFR: 4 83 13 70 191 35 12 14 33 92 153 18 PHF: 0.50 0.63 0.75 0.56 0,93 0.63 0.92 0,58 0.69 0.76 0,87 0.50 PHV: 0.00 0.00 0.00 0.00 0.00 ----------------------------------------------------------------------------------------------- 0.00 0.00 0,00 0.00 0.00 0100 0100 Pedestrian Volume Data: Movements: ------------------------------------_---_-_------__---.-- ___.____---___ Lane width: Walk speed: % Blockage: Median Type: Raised Curb # of vehicles: 0 Flared approach Movements: # of vehicles: Northbound 0 # of vehicles: Southbound 0 Lane usage for movements 1,2&3 approach: Lane 1 Lane 2 Leve 3 L T R L T R L T R ------------------------------------- ------------___------..__------__ Y Y N N Y Y N N N Channelized: N Grade: 0100 Lana usage for movements 4.5&6 approach: Lane 1 Lane 2 Lane 3 L T R L T R L T R -------------------------------------------------------------..__ ------- Y Y N N Y Y N N N Channelized; N Grade: 0.00 Lane usage for movements 7.9&9 approach: Lane 1 Lane 2 Fane 3 L T R L T R L T R ------------------------------------..__-_..__--.._------------------- Y Y Y N N N N N N Channelized; N Grade: 0.00 Lane usage for movements 10.11&12 approach: Lane 1 Lane 2 Lane 3 L T R L T R L T R ----- Y.. -_--_Y YN _----- ------------ �N ------------ �-----�-- ----- N Channelized: N Grade: 0.00 Data for Computing Effect of Delay to Major Street Vehicles: FUTURE.d0c Subrrrlttod In -lo tllo Pub110 record in i c, ren noc,tion with item P -&--A ori Waft Fooman Iity Cleric Worksheet 4 Critical Gap and Follow-up time calculation, Critical Gap Calculations: Movement 1 4 -_- 8 9 Eastbound Westbound Shared In volume, major th vehicles: 26 89 Shared In volume, major rt vehicles: 0 0 Sat flow rate, major th vehicles: 1700 0 Sat flaw rate, major rt vehicles; 1700 1700 Number of major street through lanes, 2 2 Length of study period, hrs: 1.00 0100 0.00 Worksheet 4 Critical Gap and Follow-up time calculation, Critical Gap Calculations: Movement 1 4 7 8 9 10 11 12 -------------------^-----------------.---_-------.-_---------•------------ t c, base 4.1 4.1 7.5 6.5 619 7.5 6.5 619 t c,hv 2.0 2.0 2,0 2.0 210 2,0 2.0 2.0 P hv' 0.00 0100 0100 0.00 0.00 0.00 0.00 0.00 t c,g 0.2 0.2 0.1 0.2 0,2 0.1 G 0.00 0.00 0100 0.00 0100 0,00 0.00 0.00 t 3,lt 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 t c,T: 1 stage 0.00 0100 0.00 0.00 0,00 0.00 0.00 0.00 t c 1 stage 4,1 4.1 7.5 6.5 6.9 7,5 6.5 6.9 Follow Up Time Calculations: Movement 1 4 7 8 9 10 11 12 -- f bas - ----_._2.2_---2---_--3---__-4-0----3-3-_._3--__._- ----3-3t ,0 t f,HV 1.0 1.0 1.0 1.0 1.0 1,0 1,0 110 P by 0.00 0.00 0.00 0.00 0.00 0.00 0100 0100 t f 2.2 2,2 3.5 4.0 3.3 315 4.0 313 Worksheet 6 Impedance and capacity equations Step 1: RT from Minor St. 9 12 Conflicting Flows 48 113 Potential Capacity 1017 925 Pedestrian Impedance Factor 1.00 1.00 Movement Capacity 1017 925 Probability of Queue free St. 0.97 0.98 --------------------------------------------------------------------- Step 2: IT from Major St, 4 1 conflicting Flows 96 226 Potential Capacity 1510 1354 Pedestrian Impedance Factor 1.00 1.00 Movement Capacity 1510 1354 Probability of Queue free St. 0,95 1100 Maj. L Shared In. Prob. Queue Free St. 1.00 1.00 Step 3: TH from Minor St. 6 11 Conflicting Flows 463 452 Potential Capacity 499 506 Pedestrian Impedance Factor 1.00 1.00 Cap. Adj. factor due to Impeding mvmnt 1.00 1.00 Movement Capacity 498 505 Probability of Queue free St. 0.97 0.70 ----------------------------------------------------------------------- Step 4: LT from Minor St. 7 Conflicting Flows 409 Potential Capacity 532 Pedestrian Impedance Factor 1.00 Maj. L, Min T Impedance factor 0.69 Maj. L, Min T Adj, Imp Factor, 0.76 Cap. Adj, factor due to Impeding mvmnt 0.75 Movement Capacity 398 Worksheet a Shared Lane Calculations FUTURE.doc 10 ----------------------------------- 404 536 ------------------------- 536 1.00 0.97 0.98 0.94 506 as L Li Public record in with Item PZ'- cri I L REAL, Wafter l=o6lnan City Cleric lie r� Worksheet 11 Shared Major LT Impedance and Delay Bank 1 Delay Calculations Movement 2 5 -----.-----------------------------------------------------^----------- P of 1.00 0.95 0 26 Shared Lane Calculatio• V i2 0 0 S it 1700 0 Movement ------------------ —--- ------------------------------------------- 1700 7 ------------ 8 9 10 11 i I ---------- D Maj left v(vph) 7.5 I 112 14 33 If EI 92 153 -----n--___,__-__--------- Movement Capacity 396 498 1017 506 505 Shared Lane Capacity ----------------------------------------------------------------------- 653 521 Worksheet 10 delay,queue length, and LOS Movement 1 --------------------------------- 4 -------. 7 ---_----------------------------- I-------------------ll-_____----- 8 9 10 11 v(vph) 4 70 I l 59 II lE 263 C M(vph) 1354 1510 653 521 v/c 0.00 0.05 0.09 0.50 95% queue length Control Delay 7.7 7.5 11.1 18.9 LOS A A B C Approach Delay 11.1 18.9 Approach LOS ----------------------------------------------------------------------- B C lie r� Worksheet 11 Shared Major LT Impedance and Delay Bank 1 Delay Calculations Movement 2 5 -----.-----------------------------------------------------^----------- P of 1.00 0.95 V it 26 89 V i2 0 0 S it 1700 0 S 12 1700 1700 P* OJ 1.00 1.00 D Maj left 7.7 7.5 N number major st lanes 2 2 De1ay_------------------------------------- -----n--___,__-__--------- 0 12 I E 1$ 925 12 public reoor'd bdq _,_..:o - with alcor Foeman City Clerk FUTURE,doc 42 0 Jackson M. Ahlstedt Jackson M. Ahlstedt, P.E. Jackson M. Ahlstedt, P.E. 46 N.W. 94th Street Miami Shores, Florida 33150 Phone: (305) 754-8695 E -Mail* E HCS: Signals Release 3.1 Fax: (305) 754-6695 OPERATIONAL. ANALYSIS Intersection: 25TH RD AND SW IST AVE City/State: MIAMI/FLA Analyst: ,T. AHLSTEDT Project No:. PARA PLACE Time Period Analyzed: FUTURE W/O PROJECT PM PK HR Hate: 4/8/00 East/West Street Name: 15TH ROAD Worth/South Street Name: SW 19T AVENUE VOLUME DAT Eastbound J Westbound I Northbound I Southbound 1 I L T R I L T R I L T R I L T R I I Volume 17 312 I f 1 221 12 } k I 1138 54 1 PM 10.30 0.90 } 0.80 0.69 { 10.95 0.02 1 PK 15 Vol 16 87 1 69 4 1 136 16 1 Hi Ln Vol I I I I I i Grade 1 0 1 0 { J 0 1 Ideal Sat I 1900 J 1900 1 1 1900 1 FarkEXist I I I I I NumPark % heavy Veh10 0 } 0 0 1 ID 0 I No. Lanes J 0 2 0 1 0 2 0 J 0 0 0 I 0 0 0 1 LGCunfig J LT I TR } { LR I Lens Width 1 12.0 } 12.0 I 1 12.0 I RTOR Vol I l 0 I l 0 l Adj Flow 1 370 1 293 1 1 211. 1 %InSharedLnl I I I I Prole Turns 10.06 J 0,06 { 14.63 0.31 J NumPeds { 1 0 I 0 I 0 J NumBus 1 0 I 0 I I 0 I Duration 1.00 Area Type: All other areas OPERATING PARAbGMRS,_ Eastbouttd I Westbound I Northbound I Southbound J 1 L T R I L T R I L T R 1 L T R 1 Init Unmet J 0.0 J 0.0 J 1 0.0 j Arriv. Type 3 J 3 { J 3 1 Unit Ext. 1 3.0 1 3.0 ( I 3.0 J 1 Factor 1 1.000 I 1.000 1 1 1.000 1 Lost Time I 2.0 J. 2.0 J 1 2.0 I Ext of g 1 2.0 J 2.0 J 1 2.0 I Ped Min g J 0.0 J 0.0 PRASE DATA _ Phase Combination 1 2 3 4 1 5 6 gUbTn1ttce Into the public EB Left A J ND Left record in conwc 000'1 with Thru A 1 Thru IteM z ~i on Right I Right Walter Fe01Ylan Peds 1 Ped CAW Cleric FWURE,doa .-1233 .1 � 0 Westbound Sec IT Adj/LT Sat: TR 1900 1.000 1.000 1.000 1.000 1.000 1.00 0.95 0.991 1.000 3579 Northbound Southbound LR 1900 FUTURE.doo 1.000 1.000 1.000 1.000 1.000 Ssc LT Adj/LT Sat: Sec LT Adj/LT Sat: 1.00 1.00 0.658 0.967 1576 44 0 CL �y • '0 WB Left Qi •4w j SH Left A Thru A T_1 Y j Thru •`o Right A j Right A Peds j Ped NB Right j EB Right SH Right j j WS Right Green 42.0 1 8.0 Yellow 4.0 4.0 All Reed 1.0 1.0 Cycle Length: 60.0 secs VOLUME ADJUS7:MWr WORKSHEET Adjusted Prop. Prop. Appr./ Mvt Flow No. Lane Flow Rate Left Right Movement Volume PHF Rate Lanes Group RTOR In Lane Grp Turns Turns Eastbound Left 7 0.30 23 a Thru 312 0.90 347 2 IT 370 0.06 Right 0 Westbound Left 0 Thru 221 0.80 276 2 TR 293 0.06 Right 12 0.69 17 0 0 Northbound Left 0 Thru 0 Right 0 Southbound Left 138 0.95 145 0 Thru 0 LR 211 0.69 0.31 Right 54 0.82 66 0 0 �► Val'ua entered by user. A"IMTIONT FLOW ADJUSTMENT WORKSHEET Appr/ Ideal Adj Lane Sat f £ f f f f f f f Sat Group Flaw W HV G P $H A LU RT LT Flow Eastbound Sec 1T Adj/LT Sat: LT 1909 3.1000 1.00 1.000 1.000 1.000 1..00 0.95 1.003 0.931 3361 Westbound Sec IT Adj/LT Sat: TR 1900 1.000 1.000 1.000 1.000 1.000 1.00 0.95 0.991 1.000 3579 Northbound Southbound LR 1900 FUTURE.doo 1.000 1.000 1.000 1.000 1.000 Ssc LT Adj/LT Sat: Sec LT Adj/LT Sat: 1.00 1.00 0.658 0.967 1576 44 CL �y '0 Qi •4w T_1 Y •`o Westbound TR 0.12 0:700 2.9 1.000 2505 0.11 0.0 0.0 3.0 A 3.0 A 26 • Northbound LL CAPACITY ANALYSIS WORKSHEET D 1 e Adj Adj Sat Flour oreen ----Lane Group— Appr/ Lane Floor Rate Flour Rate Ratio Ratio Capacity v/c Mvmt (gaup (v) (s) (v/g) We) (c) Ratio Eastbound Pri. Sec. Left Thru LT 370 3361 0.11 0.700 2353 0.16 Right Westbound Pri. Sec. Left Thru TR 293 3579 0.05 0.700 2505 0.12 Right Northbound Pri. Sec. Left Thru Right Southbound Pri. Sec. Left Thru LR 211 1576 0.13 0.000 0 0.00 Right Sum (v/s) critical = 0.00 Lost Time/Cycle, L .. 0.00 see Critical v.-IG(X) - 0.00 LEVEL OF SERVICE WORKSHEET Appr/ Ratios Unf Prog Lane Incremental Res Lane Group Approach Lane Del Adj Carp Factor Del Del Earp v/c g/C dl Fact Cap k d2 d3 Delay LOS Delay LOS Eastbound T LT 0.16 0.700 3.0 1.000 2353 0.11 0.0 0.0 3.1 A 3.1 A Westbound TR 0.12 0:700 2.9 1.000 2505 0.11 0.0 0.0 3.0 A 3.0 A 26 Northbound LL D 1 e C, Southbound Q LR 0.00 0.000 30.0 1.000 0 0.11 0.0 0.0 30.0 C 30.0 C r?' Intersection Delay d 9.5 (see/vah) Intersection LOS - A SUl}PLEMENfAL PERMITTED LT WORKSHEET for szclusive lefts FUT€]RE.doe 45 3 • • P_J APPROACH EB WB Cycle Length, C 60.0 sec Actual Green Time for Lane Group, G Effective Green Time for Lane Group, g Opposing Effective Green Time, go Number of Lanes in Lane Group, N Number of Opposing Lanes, No Adjusted Left -Turn Flow Rata, Vlt Proportion of Left Turns in Opposing Flow, Plto Adjusted Opposing Flow Rate, Vo Last Time for Lane Group, tl Left Turns per Cycle: LTC-V1tC/3600 Opposing Flow per Lane, Per Cycle: Volc-VcC/3600£luo Opposing Platoon Ratio, Rpo (Table 9-2 or Eqn 9--7) gf-[Gexp(- a * (LTC ** b))]-tl, gf<-g Opposing Queue Ratio: gro-1--Rpo(go/C) agq-(4.943Volc••9.762)[(gro**1.061)-tl], gq<Rg gu -g-Sq if gq>-gf, -g-gf if gq<gf n-(gq-gf)/2, n0-0 Ptho-1-Pito P1*-PIttl+{(N-l)g/(gf+gu/Ell+4.24))) Ell (Figure 9-7) E12-(1-Ptho**n)/P1ta, E12>-1.0 £min-2(1+Plt)/g or fmin-2(1+P1)/g gdiff-max(gq-gf,D) (min-fmin:max-1.00) fit-fm-[gf/g]+gdif£[l/(l+Plt(E12-I)}] NH SB +[gu/g)[1/(1+Plt(E11-1)1,(min-fmin:max-1.0) gar flt-[fm+0.91(N-1)]/f1** fit For special case of single -laps approach opposed by multilane approach, see text. * If P1>-1 for shared left -turn lanes with N>l, than assume de -facto left -turn lane and redo calculations. ** For permitted left -turns with multiple exclusive left -turn lanes, flt=fm. For special case of multilane approach opposed by single -lane approach or when gf>gq, seep text. SUPPLEMENTAL PERMITTED LT WORESHEE"T for shared leftm APPROACH EB WB NB SB .Cycle Length, C 60.0 sec Actual Green Time for Lams Group, G 42.0 Effective Green Time for Lane Group, g 42.00 Opposing Effective Green Time. go 42.0 Number of Lanus in Lane Group, N 2 Number of Opposing Lanes, No 2 Adjusted Left -Turn Flow Rate, Vlt 23 Proportion of Left Turns in Labe Group, Plt 0.06 Proportion. of Left Turns in Opposing Flow, Plto 0.00 Adjusted Opposing Flaw Rate, Vo 293 Lost Time for Lane Group, tl 4.00 Left Turns per Cycle: LTC-V1tC/3600 0.38 Opposing Flow per Lane, Per Cycle: Volc-VaC/3600fluo 2.57 Opposing Platoon Natio, Rpo (Table 9-2 or Eqn 9-7) 1.00 gf-JGexp(- a * (LTC ** b))]-tl, gf<-g 23.0 Opposing Queue Ratio: qro-1-Rpo(go/C) 0.30 gq- (4.943Volc**0.762)[(gro**1.061)-tl], gq<-g 0.00 gu -g-gq if gq>-Sf, -g-gf if gq<g£ 19.04 n-(gq-gf)/2, n>-0 0.00 Ptho-1-Pito 1.00 4 :t�) 41�* put)ItC Plo-Plt[i+{ (N-1)g/(gf+gu/EI1+4.24)) ) 0.13•' _.,C V1iti1 Ell (Figura 9�-7) 1.90 t � €COOf��P2-a- E12-(1-Ptho**n)/P1to, E12>-1.0 1.00 i �3�' � £infnA2(1+Plt)/g-or burn-2(1+P1)/g..._ .. ._ - 0.05 eM - . 1si , y�� s -t, + i s(1 gdiff-naR(Sq-Sf,G) 0.00 C:1iY6�=rlc (min-fmin:max-1.00) 0.95 FUi`UJRE.doe 46 flt-Em-JUf/g)+gdiff 11+Plt(El 2-1)1 +[gu/g]�1/(1+Plt(Eli )],{min*£minima$-1.0) or flt Primary 0.931 For special case of single -lane approach opposed by multilane approach, see text. +� If P1>-1 for shared left -turn lanes with N>1, then assume de -facto left -turn lane and redo calculations. �►+� For permitted left -turns with multiple exclusive left -turn lanes, flt-fm. For special case of multilane approach 'opposed by single -lane approach or when gf>gq, see text. SUPPLEMENTAL UNIFORM DELAY WORKSHEET EHLT WBLT NBLT SBLT Adj. LT Vol from Vol Adjustment Worksheet: v v/c ratio from Capacity Worksheet, X Primary phase effective green, g Secondary phase effective green, gq (From Supplemental Permitted LT Worksheet), gu Cycle length, C 60.0 Red-(C-g-gq--gu), r Arrivals: v/(3600(max(X,1.0))), qa Primary ph, departures, s/3600, sp Secondary ph. departures: s(gq+gu)/(gu*3600), as Xperm XProt XCass Queue at begining of green arrow, Qa Queue at beginning of unsaturated green, Qu Residual queue, Qr Uniform Delay, d1 DELAY/LOS WORKSHEET WITH INITIAL QUEUE_ _._-- Initial Dur. Uniform Delay Initial Final Initial Lane Appr/ Unmet Unmet Queue Unmet. Queue Group Lane Demand Demand Unadj. Adj. Param. Demand Delay Delay Group Q veh t hrs. ds dl sec u Q veh d3 sea d sec Eastbound Westbound Northbound Southbound Intersection Delay 9.5 sec/veh Intersection LOS A 'Jubmltt-nit Into ttin Pubf[C rocord �n vulth itern FC MRE.doc Cv Glu'rk 47 J k -I Vt0� • • 0 Jackson M. Ahlstedt Jackson M. Ahlstedt, P.E. Jackson M. Ahlstodt, P.E. 46 N.W. 94th Street Miami Shares, Florida 33150 Phone: (305) 754--8695 E -Mail: Intersection: City/State: Analyst: Project No: Time Period Analyzed: Date: East/West Street Name: Worth/South Street Name: 171 HCS: Signals Release 3:1 Fax: (305) 754-8695 OPERATIONAL ANALYSIS 5E 15TH RD AND MIAMI AVE MIAMI/FLA J. AHLSTEDT PARK PLACE FUTURE W/O PROJECT PM PK HR 6/5/00 SE 15TH ROAD S. MIAMI AVENUE 'VOLUME DATA....... EastboundI WestboundI Northbound { Southbound LR LR 1 L T R i L T R Volume 111 203 247 161 139 26 189 106 35 122 224 19 1 PHF 10.50 0.61 0.86 10.82 0.93 0.46 10.91 0.87 0.73 10.63 0.70 0.61 1 PR 15 Vol 127 30 12 19 90 $ I Hi Ln Vol 16 6 72 119 37 14 1 1 1 Grade 1 0 1 0 I 0 1 0 1 Ideal Sat 1 1900 1 1900 I 1900 1 1900 1 ParkExist 1 { 1 I I NumPark 1 1 I I I % Heavy Veh10 0 0 {0 0 0 10 0 0 10 0 0 No. Lanes 1 0 2 0 1 0 2 0 { LOCo�afig 1 LTR I LTR I 0 LTR 0 I 0 0 LTR I Lane Width 1 12.0 1 12.0 1 12.0 1 12.0 I ATOR Vol 1 160 1 0 1 0 1 0 1 Adj Flaw 1 374 1 280 1 280 1 386 1 %InSharedLn l I I I ! Prop Turns 10.06 0.27 10.26 0.20 10.39 0.17 10.09 0.0B 1 NumPsds I 0 I 0 1 0 1 0 I NUMBus 1 0 1 0 1 0 1 0 1 Duration 1.00 Area Type: All other areas I i i Init Unmet 1 Arriv. Type[ Unit Ext. [ I Factor 1 Lest Time [ Ext of g [ Ped Min g I Eastbound L T R 0.0 3 3.0 1.p00 2.0 2.0 0.0 OPERATING PARAMETERS Westbound I Northbound 1 Southbound 1 L T R I L T R I L T R I 0.0 I I 0.0 I ! 1 0.0 1 3 [ 3 [ 3 1 3.0 I 3.0 [ 3.0 1 1.400 [ 1.000 1 1.000 1 2.0 1 2.0 [ 2.0 2.0 1 2.0 { 2.0 [ 0.0 1 0.0 I 0.0 I PHASE DATA Phase Combination 1 2 3 4 1 5 1r3ub's-Asi P1';C; is,' pubic ER Left A [ NB Left A record in i .s ;; 1 MP3 with Thru[ Thru A _ .. itCM ...P2►A C'o . fl IT!4 Right Peds A [ Right A { Ped .. %P'fa � 1. - Ci it FUTURE,doe G i :yd;iak Westbound Sec LT Adj/LT Sat: LTR 1900 1.000 1.000 1.000 1.000 1.000 1.00 0.95 0.969 0.666 2400 Northbound Sac LT Adj/LT Sat. LTR 1900 1.000 1.000 1.000 1.000 1.000 1.00 0.95 0.974 0.737 2591 Southbound Sec LT Adj/LT Sat: LTR 1900 1.000 1.000 1.000 1.000 1.000 1.00 0.95 0.988 0.915 3262 493 T ErB, a i ' ; �0C tion 1A+ Soh ,tern J?7-y on *oi Walter Wil Left Ar 1 $5 Left A Thru A i Thru A A i Right A Peds i Pa NB Right EB j Right SE Right i i WB Right i Great 9.0 i 41.0 Yellow 4.0 4.0 All Red 1.0 1.0 Cycle Length: 60.0 seas VOLUME ADJUSTMENT WORKSHEET Adjusted Prop. Prop. Appr./ Mvt Flow No. Lane Flow Rate Left Right Movement Volume PHF Rate Lanes Group RTOR In Lane Grp Turns Turns Eastbound Left 11 0.50 22 0 Thru 203 0.61 251 2 LTR 374 0.06 0.27 Right 247 0.86 101 0 160 Wastbound Left 61 0.82 74 0 Thru 139 01.93 149 2 LTR 280 0.26 0.20 Right 26 0.46 57 0 0 Northbound Luft 89 0.81 110 0 Thru 106 0.87 222 2 LTR 280 0.39 0.17 Right 35 0.73 48 0 0 Southbound Left 22 0.63 35 0 Thru 224 0.70 320 2 LTR 386 0.09 0.08 Right 19 0.61 31 0 0 Value entered by user. SATURATION FLOW ADJUSTMENT WORKSHEET Appr/ Ideal Adj Lana Sat f f f f f f f f f Sat Group Flaw W HV G P BB A LU RT LT Flow Eastbound Sec LT Adj/LT Sat: LTR 1900 1.000 1.000 1.000 1.000 1.000 1.00 0.9S 0.959 0.920 3185 Westbound Sec LT Adj/LT Sat: LTR 1900 1.000 1.000 1.000 1.000 1.000 1.00 0.95 0.969 0.666 2400 Northbound Sac LT Adj/LT Sat. LTR 1900 1.000 1.000 1.000 1.000 1.000 1.00 0.95 0.974 0.737 2591 Southbound Sec LT Adj/LT Sat: LTR 1900 1.000 1.000 1.000 1.000 1.000 1.00 0.95 0.988 0.915 3262 493 T ErB, a i ' ; �0C tion 1A+ Soh ,tern J?7-y on *oi Walter CAPACITY ANALYSTS WORKSHEET Adj Adj Sat Flaw Green --Lana Group-- Appr/ Lana Flow Rate Flow Rate Ratio Ratio Capacity v/c Mvmt Group (v) (s) (v/s) WC) (c) Ratio Eastbound pri. Sac. Left Thru LTR 374 3185 # 0.12 0.150 478 0.78 Right Westbound Pri. Sac. Left Thru LTR 260 2400 0.12 0.150 360 0.78 Right Northbound Pri. Sec. Left Thru LTR 280 2591 0.11 0.683 1771 0.16 Right Southbound Pri. Sec. Left. Thru LTR 386 3262 # 0.12 0.683 2229 0.17 Right Sum (vis) critical = 0.24 Lost Tize/Cycle. L - 8,00 sac Critical v/c(x) - 0.27 LEVEL OF SERVICE WORKSHEET Appr/ Ratios tlnf Prog Lane Incremental Ides Lane Group Approach Lane T Dal Adj Grp Factor Del Del Carp v/c g/C di Fact Cap k d2 d3 Delay LOS Daley LOS Eastbound LTR 0.78 0.150 24.6 1.000 478 0.33 8.8 0.0 33.3 C 33.3 C Westbound LTR 0.78 0.150 24,5 1.000 360 0.33 11..1 0.0 35.7 D 35.7 D as a d.. Northbound riea a CJ LTR 0.16 0.683 3.4 1.000 1771 0.11 0.0 0.0 3.4 A 3.4 A 'a U GJ '� Southbound LTR 0.17 0.683 3.4 1.000 2229 0.11 0.0 0.0 3.4 A 3.4 A Intersection i Delay 18.7 (sec/veh) Intersection LOS H SY3PPLEMENTAL 1'ERMI TIED LT WORKSHEET for exclusive lefts F'UTURE,dac s0 • • PJ APPROACH 0 A WB Cycle Length, C 60.0 sec Actual Green Time for Lane Group, G Effective Green Time for Lane Group, g Opposing Effective Green Time, go Number of Lamas in Lane Group, N Number of Opposing.Lanes, No Adjusted Left -Turn Flow Rate, Vlt Proportion of Left Turne.in Opposing Floes, Pltc Adjusted Opposing Flow Rate, Vo Lost Time for Lane Group. tl Left Turns per Cycle: LTC-VltC/3600 opposing. Flow per Lane. Per Cycle: Volc-VoC/3600fluo Opposing Platoon Ratio. Rpo (Table 9-2 or Eqn 9-7) g£-CGesp(- a * (LTC ** b))]-tl, gf<-g Opposing Queue Ratio: gro-l-Rpo(go/C) gq-(4.943Volc**0.762)C(gro**1.061)-tl], gq<-g gu -g-gq if gq>-9f, =g -g£ if gq<gf n-(g4-gf)/2. n>*0 Ptho-1-Pito 371*-P1t[l+((N-1)9/(gf+gu/Eli+4.24))) Ell (Figure 9-7) E12-(1-Ptho**n)/Plto, E12>-1.0 fmin-2(1+Plt)/g or fmin-2(1+P1)/g gdi£f'•maxgq-g£,0)/ 1+P1 Ell -1) (min-fmin:max-1.00 flt-fm-[gf/g]+gdiffll/(1+Pit(E12-1)1J NH SS +Cgu/g][1♦(1+P1t(.Eli--l)],(minpfmin:maxdl.0) ox fltdCfm+0.91(N-1)]/N** fit For special case of single -lane approach opposed by multilane approach, see text. * If P1>-1 for shared left -turn lanes with N>1, then assume de -facto left -turn lane and redo calculations. ** For permitted left --turns with multiple exclusive left -turn lanes, flt-fm. For special case of multilane approach opposed by single -lane approach or when gf>gq, see text. UPPLO40TAL PERMITTED LT WORKSHEET for shared lefts APPROACH ES WB NB SH Cycle Length, C 60.0 sec Actual Green Time for Lane Group, G 9.9 9.0 41.0 41.0 Effective Green Time for Lane Group, g 9.00 9.00 91.00 41.00 Opposing Effective Green Time, gra 9.0 9.0 41.0 41.0 Number of Lanes in Lane Group, N 2 2 2 2 Number of Opposing Lanes. No 2 2 2 2 Adjusted Left -Turn Flow Rate, Vlt 22 74 110 35 Proportion of Left Turns in Lane Group, Pit 0.06 0.26 0.39 0.09 Proportion of Left Turns in Opposing Flow, Pito 0.26 0.06 0.09 0.39 Adjusted Opposing Flow Rate, Vo 280 374 386 280 Lost Time for Lane group, tl 4.00 4.00 4.00 4.00 0 Left Turns per Cycle: LTC=V1tC/3600 0.37 1.23 1.83 0.59 7 Opposing Flow per Lane, Per Cycle: Vola-VoC/3600fluo 2.46 3.28 3.39 2.46 � Opposing Platoon natio, Rpo (Table 9-2 or Eqn 9-7) 1.00 1.00 1.00 1.00 CL �? gf-[{iexp(- a * (LTC ** b))]-tl. gf<4g 1.9 0.0 6.5 18.5 Opposing Queue Ratio: gro-l-Rpo(go/C) 0.95 0.85 0.32 0.32 a� gq-(4.943Volc**0.762)[(gro**1.061)-tl], gq<-g 0.55 2.26 0.00 0.00 Su -g-gq if gg>-gf, -g-gf if gq<gf 7.14 6.74 34.50 22.48 E u n-(g4-gf)/2, n> -O 0.00 1.13 0.00 0.00 Pthorl-Plto 0.74 0.94 0.91 0.61 -� P1*-Plt(1+{(N--1)g/(gf+gu/Ell+4.24))) 0.11 0.58 0.98 0.20 W. �- N Ell (Figurs• 9-7) 1.87 2.07 2.09 1.87 '= E12-(1-Ptho**n)/Plto, E12>-1.0 1.00 1.13 1.00 X.00 E o 0..25 0.35.._._0-.10- 0.06'00 gdiffAmax(gg-gf,0) 0.00 2.26-0.0 0.00 {p (min-fmin;max-1.00) 0.93 0.46 0.56 0.92 FUTURE.doe 51 ':.f�i17+LL+�a�( !7y L'J flt-fm-jgf/g)+gdi£f A I+Plt(E12-1)}3 +[gn/g](1/(1+Plt(E11- j}.(m9x�aix�in:mzlxRl.p) or flta[fm+tf.51(N-1)j/N*� Elt Primary 0.920 0.686 0.737 0.915 For special case of single -lane approach opposed by multilane approach, sae text. +� If P1>-1 for shared left -turn lanes with N>1, than assume de -facto left -turn lane and redo calculations. For permitted left -turns with multiple exclusive left -turn lanes, £lt-fm: For special case of multilane approach 'opposed by siugle-lane approach or when gf>gq, sere text. SUPPLEMEMAL UNIFORM DELAY WORKSHEET EHLT WELT NBLT SBLT Adj. LT Vol from Vol Adjustment Worksheet, v vic ratio from Capacity Worksheet, X Primary phase effective green, 8 Secondary phase effective green, gq (From Supplemental Permitted LT Worksheet), Su Cycle length, C 60.0 Red-(C-g-gq-Su). r Arrivals: v/(3600(max(X,1.0))), qa Primary ph. departures: s/3600, sp Secondary ph. departures: s(gq+gu)/(gu*3600), as XPerm XProt XCase Queue at bergining of green arrow, Qa Queue at beginning of unsaturated green, Qu Residual queue, Qr Uniform Delay, dl DELAY/LOS WORKSiEET WITH INITIAL QUEUE Initial Dur. Uniform Delay Initial Final Initial Lane Appr/ Uumet Unmet Quo us Unmet Queue Groupv Lane Demand Demand Unadj. Adj. Paan. Demand Delay Delay Group Q veh t hrs: -ds dl sea u Q veh d3 sec d sea Easthound Westbound Northbound Southbound Intersection Delay 18.7 sec/veh Intersection -LOS B �Abmittod into the publlo rocord in c onn-cuon with FUTURE.doc 52 ._ V) 3 3 Jackson M, Ahlstedt Jackson M, Ahlstedt. P.E. .iackson M. Ahlstedt, P.E. 46 N.W. 94th Street Miami Shores, Florida 33150 Phone: (305) 754-8695 E -Mail: HCS: Signals Release 3.1 Fax: TT� OPERATIONAL ANALYS (305) 75476695 Intersection: SE 15TH RD AND 3RICKELL City/State: MIAMI/FLA Analyst: J. AHLSTEDT Project No: PARK PLACE Time Period Analyzed: FUTURE W/O PROJECT PM PEAK Data; 6/5/00 East/West Street. Name : SE 5TH ROAD North/South Street Naane: BRICKELL AVENUE VOLUME DATA-- [ Eastbound [ Westbound { Northbound { Southbound [ 1 L T R 1 L T R 1 L T R 1 L T R [ Volume 153 63 127 1154 77 30 164 735. 187 136 1873 87 1 PHF 10.78 0.75 0.85 10.83 0,68 0.48 10.67 0.92 0.71 [0.75 0.96 0.68 1 PK 15 Vol 117 21 37 146 28 16 118 200 66 112 488 32 1 Hi Ln Vol I I I 1 I Y. Grade I 0 I 0 I 0 I 0 [ Ideal.Sat 1 1900 11900 1900 11900 19o0 11900 1900 1 ParkExist I I i I 1 NumPark I I I I 1 X Heavy Veh10 0 0 i0 0 0 10 a 0 10 0 a I No. Lanes 1 0 2 0 1 0 2 0 1 1 2 0 1 1 2 0 1 LGConfig I LTR 1 DsfL TR I L TR I L TR I Lane Width } 12.0 112.0 12.0 112.0 12.0 112.0 12.0 1 RTOR Vol 1 0 1 o I 0 1 0 1 Adj Flow 1 301 1186 176 174 1062 148 2079 1 %InSharedLnl I I I I Prop Turns 10.23 0.50 10.00 0.36 1 0.25 1 0.06 1 NumPeds 1 0 1 0 1 0 1 0 1 NumBus 1 0 10 0 10 0 10 0 1 Duration 1.00 Area Type: All other areas OPERATING PARAMETERS 1 Eastbound I Westbound 1 Northbound 1 Sduthhound [ iL T R 1L T R {L T R }L T R 1 Tait Unmet 1 0.0 10.0 0.0 10.0 0.0 10.0 0.0 1 Arriv. Typal 3 13 3 13 3 13 3 1 Unit Est. 1 3.0 13.0 3.0 13.0 3.0 13.0 3.0 I Factor 1 1,000 1 1.000 1 1.000 1 1.900 1 Lost Time I z.0 12.0 2.0 12.0 2,0 12.0 2.0 1 Ext of g 1 2.0 12.0 2.0 12.0 2.0 12.0 2.0 1 Ped Min g { 0.0 1 0.0 1 0.0 1 0.0 { E DAT Phase Combination 1 2 3 4 1 5 6 p 7 8 g a,7!'nii '.etai� �^-r°.} r�,•�' �'lf.r�lls9i EB Left A I NB heft A gv��1 Thru A I Thru A record L i1 - vith Right A I Right A its Z' �. oil Pods. 1 Ped Willie), I-07 nen FUTURE.doc .�i Iot1c _:� `� 3 • • FUTM.doe d 54 WS Left A SB Left A Thru A j Thru A Right A E Right A Peds Ped NB Right j EB Right SB Right ; WB Right Green 23.0 82.0 Yellow 4.0 4.0 All Red 1.0 1.0 Cycle Length: 115.0 secs VOLUME ADJUSTMW WORKSHEET Adjusted Prop. Prop. Appr./ Mvt Flow No. Lane Floor Rate Left Right Movement Volume PHF Rate Lanes Group RTOR in Lane Grp Turns Turns Eastbound Left 53 0.78 68 0 Thru 63 0.75 84 2 LTR 301 0.23 0.50 Right 127 0.65 149 0. 0 Westbound Left 154 0.83 186 0 09EL 1B6 Thru 77 0.68 113 2 TR 176 0.00 0.36 Right 30 0.48 63 0 0 Northbound Left 64 0.B7 74 1 L 74 Thru 735 0.92 799 2 TR 1062 0.25 Right 187 0.71 263 0 0 Southbound Left 36 0.75 48 1 L 48 Thru 1873 0.96 1951 2 TR 21779 0.06 Right 87 0.68 128 0 0 Value entered by user. SATURATION FLOW ADJUSTMENT WORKSHEET Appr/ Ideal Adj Lane Sat f f £ f f f f £ i Sat Group Flow W HV G P BS A LU RT LT Flaw Eastbound Sec LT Adj/LT Sart: , LTR 1900 1.000 1.000 1.000 1.000 1.000 1.00 0.95 0.926 0.835 2791 -0 � �.r.`> ;.� .,. Westbound Sac LT Ada /LT Sat: DefL 1900 1.000 1.01]0 1.00 TR 1900 1.000 1.000 1.000 1.000 1..000 1.00 1.00 0.946 1.000 1798 Northbound Sec LT Adj/LT Sat: N L 1900 1.000 1.000 1.000 1.000 1.000 1.00 1.00 ---- 1900 1.000 1.000 1.000 1.000 1.000 1.00 0.95 0.963 1.000 3476 �-= € •i_,0., TR Southbound Sec LT Adj/LT Sat: L 1900 1.000 1.000 1.000 1.000 1.000 1.00 1.00 ---- 0.234 444 TR 1900 1.000 1.000 1.000 1.000 1.000 1.00 0.95 0.991 1.000 3577 1 13 FUTM.doe d 54 • CAPACITY AMLXSIS WORKSHEET Adj Adj Sat Flow Green ---Lane Group-- Appr/ Lane Flow Rate Flow Rate Ratio Ratio Capacity v/c Mvmt Group iv) (a) (v/$) WC) (c) Ratio Eastbound Pri. Sec. Left Thru LTR 301 2791 0.11 0.200 558 0.54 Right Westbound Pri. Seo. Left Deft 186 0.000 Thru TR 176 1798 0.10 0.200 360 0.49 Right Northbound Pri. Sea, Left L 74 0.713 Thru TR 1062 3476 0.31 0.713 2479 0.43 Right Southbound Pri. Sac. Left L 48 444 0.11 0.713 317 0.15 Thru TR 2079 3577 0.56 0.713 2551 0.81 Right. Sum (v/s) critical A 0.00 Lost Time/Cycle, L d 0.00 sec Critical v/c(X) - 0,00 LEVEL OF SERVICE WORKSHEET Appr/ Ratios Unf Prog Lane Incremental Ras Lane Group :Approach Lana Dal Adj Grp Factor Dal Del Grp We g/C dl Fact Cap k d2 d3 Delay LOS Delay LOS Eastbound LTR 0.54 0.200 41.3 1.000 558 0.14 1.1 0.0 42.3 D 42.3 D Westbound Deft. 0.000 1.000 0.0 TR 0.49 0.200 40.8 1.000 360 0.11 1.1 0.0 41.8 D 41.8 D Northboundc .)e L 0.713 1.000 0.0 c� E TR 0.43 0.713 6.8 1.000 2479 0.11 0.1 0.0 6.9 A 6.9 A 0, Southbound L 0.15 0.713 5.3 1.000 317 0.11 0.2 0.0 5.5 A C) C:, c`; A, `i TR 0.81 0.713 1.1.3 1.000 2551 0.36 2.2 0.0 13.5 9 13.3 B intersection Delay - 15.2 (sec/veh) Intersection LOS B SUPPLE14ENTAL PERNITrED LT WORKSHEET ��� 0 for seclusive lefts FUTURE.doc 55 APPROACH EB WB NB SB Cycle Length, C 115.0 see Actual Green Time £or Lane Group, G 0.0 82.0 82.0 Effective Green Time for Lane Group. g 23.00 82.00 82.00 Opposing Effective Careen Time, go 23.0 82.0 82.0 Number of Lanes in Lane Group, N 1 1 1 Number of Opposing Lanes, No 2 2 2 Adjusted Left -Turn Flow Rate, Vlt 166 74 48 Proportion of Left Turns in Opposing Flow, Pita 0.23 0.00 0.00 Adjusted Opposing Flow Rate, Vo 301 2079 1062 Lost Time for Lama Group, tl 0.00 4.00 4.00 Left Turns per Cycle.: LTC-V1tC/3600 5.94 2.36 1.53 Opposing Flow per Lana, Per Cycle: Volo-VoC/3600fluo 5.06 34.95 17.86 Opposing Platoon Ratio. Rpo (Table 9-2 or Eqn 9-7) 1.00 1.00 1.00 gf-[Goxp(- a * (LTC ** b))]-tl, gf<-g 0.0 0.0 0.0 Opposing Queue Ratio: growl,4Rpo(ga/C) 0.80 0.29 0.29 gq-(4.943Volc**0.762)[(gro**1.061)-tl], gq<-g 4.88 47.16 10.86 gu -g-gq if gq>-gf, -g-g£ if gq<gf 18.12 34.84 71.14 n-(Sq--gf)/2, n>-0 2.44 23.58 5.43 Pthu-l-Plta 0.77 1.00 1.00 Pl*-Plt[1+{(N-1)g/(gf+gu/Ell+4.24))) 1.00 1.00 1.00 Ell (Figure 9-7) 1.76 10.46 3.71 E12-(1-Ptho**n)/Plto, E12>-1.0 2.06 1.00 1.00 Emin-2(1+Plt)/g or fmin-2(1+P1)/g 0.17 0.05 0.05 gdiff-max(gq-gf,0) 4.88 0.00 0.00 (min-fmin;max-1.00) 0.45 0.05 0.23 £lt-fm-(gF/g]+gdiff[1/{1+Plt(E12-1}}] +[gu/g][1/(1+Plt(E11.1)].(min-fmia;maxpl.0) or fit 0.234 For spacial case of single -lane approach opposed by multilane approach, sae text. * If Pl>-1 for shared left -turn lanes with N>1. then assume ds -facto left turn lane and redo calculations. ** For permitted left -turns with multiple exclusive left -turn lanes. fltttfm. For special case of multilane approach -opposed by single -lane approach or when g£>gq, see text. SUPPLEMENTAL PERMITTED LT WORKSHEET' for shared lefts APPROACH EB ws NB SS Cycle Length, C 115.0 sec Actual Green Time for Lane Group, G 23.0 Effective tarsen Time for Lane Group, g 23.00 Opposing Effective Green Time, go 23.0 Number of Lanes in Lane Group. N 2 Number of Opposing Lanes, No 2 Adjusted Left -Turn Flow Rate, Vlt 68 Proportion of Left Turns in Lane Group, Plt 0.23 Proportion of Left Turns in Opposing Flow. Plto 0.00 Adjusted Opposing Flow Rate, Vo 176 Lost Time for Lana Group, tl 4.00 Left Turns per Cycle: LTC-V1tC/3600 2.17 Opposing Flaw per Lane, Per Cycle: Volc-VoC/3600fluo 2.81 Opposing Platoon Ratio, Rpo (Table 9-2 or Eqn 9-7) 1.00 gf-(Gexp(- a * (LTC ** b))]-tl. gf<-g 0.9 Opposing Queue Ratio: qro-l-Rpo(go/C) 0.80 gq-(4.943Volc**0.762)[(gro**1.061)-tl]• gq<-g 0.73 uod bmit iCOlO til€.? ("JLI�J�I gu -g-gq if gq>-gf, =g-gf if gq<gf 22.06 vvit11 n-(Sq-gf)/2, n>-0 0.00 1.00 reco0 ,'n"" IS rt' Ptha-1-Pita items il Pl*-Plt(1+{(N-1)g/(gf+gu/Ell+4.24))} 0.51 X13 'i i a-.36'f0f1 Ell (Figure 9-7) El2-(1-Ptho**n)/Plto. E12>-1.0 1.66 1.00 city t'Aerk ` fmin-2(1+Plt)/g or fmin-2(1+Pl)/g 0.13 gdlffamax(gq-gfr0) 0.00 (min-fmin;max-1.00) 0.76 FUTURE.doc 56 J .1- £1t-fm-(gf/g}+gdi*fl+Pit(E12-1)J] +[gu/g](1/(1+Plt(EI 1)],(min=fmin;max41.D) or flt_(fm+0.91(N-1)j/N** £lt Primary 0.835 For special case of single -lane approach opposed by multilane approach, see text. If PI>m1 for shared left -turn lanes with N>1, then assume de -facto left -turn lane and redo calculations. * For permitted left -turns with multiplan exclusive left -turn lanes, flt-fm. For special case of multilane approach 'opposed by single -lana approach or what gf>gq, see text. SUPPLEMINTAL UNIFORM DELAY WORKSHEET EBLT WELT NBLT SBLT Adj. LT Vol from Vol Adjustment Worksheet, v v/c ratio from Capacity Worksheet, X Primary phase effective green, g Secondary phase effective green, Sq (From Supplemental Permitted LT Worksheet), Su Cycle length, C 115.0. Red a(C-g-gq-gu), r Arrivals: v/(3600(max(X.1.0))), qa Primary ph. departures: s/3600, sp Secondary ph. departures: s(gq+gu)♦(9u*3600), as XPerm XProt XCase Queue at begining of green arrow, Qa Queue at beginning of unsaturated green, Qu Residual queue, Qr Uniform Delay, dl DELAY/LOS WORKSHEET WI7H INITIAL QUEUE ,- Initial Dur. Uniform Delay Initial Final Initial Lane Appr/ Unmet Unmet Queue Unmet Queue Group Lane Demand Demand Unadj. Adj. Faram. Demand Delray Delay Group Q veh t hrs. ds d1 sec u Q veh d3 sec d sec Eastbound Westbound Northbound Southbound Intersection Delay 15.2 sec/veh Intersection LDS H Submitted Iwo the publlC record�a `.. ;��3; °�-�� with tem _._ ..,.�� 1 NIS o► FUTURE.doc C1W Clerk 57 '-.2.13 • • • APPENDIX D Roadway Link Level of Service for Future Traffic Volumes Without Project Submllt' d tn�,-) the publ1r. record, i,,� connection wivi Iters Pt !,-3 e - city Gionh- • • • • ART -TAB Version 2.0 Arterial Leval of Service Volume Tables Based on Chapter 11 ofthe 1994 Highway Capacity Manuai UpdoW Florida Department of Transportation DESCRIPTION) --Range ROAD NAME: BRICCELL AVENUE D FACTOR: Froin: STH ST PHF: To: 7TH ST SEAK?aaaa»>:PEAKDIRECTION. NO Study Time Period: PM PEAK Anaiyals Date: JULY 30.1999 Number of Lanes: 4 2 AADT: 17000 User Dotes: 2W1 WrTHOUT PROJECT CHARACTERISTICS SIGNALIZED INTERSECTIONS: --Range K FACTOR: 0.085 (0.08-020) D FACTOR: 1.000 (0.50-1.00) PHF: 0.950 (0.70 -1.00) 1. SATURATION PLOW RATE: 1,900 (1400 - 2000) URNS FROM E MU-SWE LANE: 21 10 -100) ADWAY CaAPACTEPJS11CS 1,420 URBAN, TRANSITIONING, OR 2 Rl1RAL AREATYPE: U (U, T, or R) ARTERIAL CLASS: 2 (1, 2, ar 3) FREE FLOW SPEED (mph): 35 (40,35.30,261 1 AL LENGTH OF ARTERIAL (mi): 'O.638 MEDIANS (YIN): v CHARACTERISTICS SIGNALIZED INTERSECTIONS: 4 NALTIPE. MAK DIRECTION: 3 (1,2,3,4,6or$) TYPE SIGNAL SYSTEM: 5 (P, S. or A) /l���isd, a^=Satriachraled, A�4c�aladJ TEM CYCLE LENGTH (sea): 116 ISO -18011 PEAK HOUR PEAK DIRECTION VOLUME (/nWirdes sohiafes in a *Wv hm4ms) Submitted Into thn pubPle record in �,Ath rim , -tee x �'1 /.r j ° -1`33 jy_e ; Level of Service LAM A B C D E 1 NIA RVA 1,090 1,420 11680 2 RVA WA 2,300 2.960 3,260 3 NWA WA 3,610 4,490 4,920 4 NIA NWA 4,780 6,040 6,690 PEAK HOUR VOLUME (BOTH DIRECTIONS) An&k des,rehkareslneara $"AM/& asl 6,31211fi Interse!a0as per mile Laval of Service LkNEs A S C D E 2 NIA NIA 1,090 1,420 1,680 4 NIA N/A 2,300 2,960 3260 6 NIA NIA 3,610 4,490 4,920 8 NIA NIA 4,730 6,040 6,590 AVERAGE ANNUAL DAILY TRAFFIC (AADT) 07cludesYehiblesin exclx" Am lanes) 6.319175 Intersadml per Mlle Level of Service LANEs A 8 C D E 2 NIA NIA 12,900 16.700 18.6DO 4 NIA NIA 27,100 34.600 38,300 6 NIA NIA 41.300 62,800 67,900 8 NIA NIA 66,700 • 71,000 71,600 A means the level of service Is not hMevable Peak How Peals Dfraction ThroughtMght via Ratio for Full Hour Leval of Sen4ce LAM A B C D E I NIA NIA 0,64 0.83 0.98 2 NWA NIA 0.67 0.87 0.95 3 NWA NWA 0.69 0.86 0.96 4 AA 0.68 0.99 0.96 Submitted Into thn pubPle record in �,Ath rim , -tee x �'1 /.r j ° -1`33 jy_e ; 1-1 • • 0 ART -TAB -V- -ersion 2.0 Arterial Level of Service Volurne Tables Based on Chapter 11 of the 1994 Highway Capacity Manual Update Florida Department of Transportation DESC IRPTION ROAD NAME:. BRICKELL AVENUE (0-06-0-20) From: 7TH ST (0,60-1,00) To: STH ST *-AK »»»»: PERK DIREC71ON: SS Study Time Period, PM PEAK Analysis bate: JULY 30,1995 Number of lanes: 2 390 AADT: 19100 User Notes: 2001 WmiOUT PROJECT CHARACTEFdS'nCS --;ian0e-- K FACTOR: 0.086 (0-06-0-20) D FACTOR: 1.000. (0,60-1,00) PPF: 0.950 (0.70 -1.00) SATURATION FLOW RATIN: 1,900 (1400- 2000) L URBAN, TRANSITIONING, OR RURAL. AREA TYPE: U (U; T, ar R) ARTERIAL CLASS: 2 0.2. or 3) FREE FLOW SPEED (rnph): 35 (40,35,30,25) TAL LENGTH OF ARTERIAL. (ml): 0.633 MEDIANS fYIN): Y E C HARAC1ERwrics NO, 61GNALL?eD NVTERSF-CnONS: 4 ARRWAL TYPE, PEAK DURECITON: S (1,2.5,4,6 or 8) TYPE SIGNAL SYSTEM: S (P, S, or A) - (P--Poftsd s /adu d. Aj4 ed1 SYSTEM CYCLE LENGTH (too): 116. (80-18D) PEAK HOUR LEAK rDIRECTION VOLUME IftlVdes Wh/dasA? a%r&s" Aim lanes! Submitted Into the pubiia record in with item Li fiE 1tr:: �-oe;rnan City Cleric s tit. c> '� Level of Service LANES A 9 C D E 1 NA NIA N/A 390 810 2 N/A NIA N/A 800 1,700 3 NIA NIA N/A 1,210 2,500 4 NA N/A NIA 1,620 SAW PEAK HOUR VOLUME (BOTH DIRECnONS) l/ndadesC vahidss,so exdMAW 6,219.11Inter3ections DBr. mHe AM /AWS) Level of Service LANES A B C D E 2 N/A NIA NIA 330 810 4 NIA NIA NIA 800 1,700 6 NIA NIA NA 1,210 2AW 8 NIA NIA NIA 1,624 2,600 DT) AVERAGE ANNUAL DAILY TRAFFIC ?AA WOW Kafiidesm aarohrswa hire hwasl 6.319116 Intersecliens ner mile Level of Service LANES A 8 C D E 2 NIA NIA WA 4A W 9,600 4 NIA WA NIA 6,400 20,100 B NIA NIA NIA 14,200 30.500 8 NIA NIA NIA 13,100 41,200 A means the ievel of service Is not achievable Peak Hour Peak Direction T"hroughiftht vic Ratio for Full Hour Lovel of Service LANES A B G D E I N/A NIA NIA 0.40 0.83 2 NIA NIA NIA 0.41 0.87 3 N/A NIA NIA 0.41 0,88 4 bLA ULA NLA 0.41 4. Submitted Into the pubiia record in with item Li fiE 1tr:: �-oe;rnan City Cleric s tit. c> '� 0 • • i ART -TAB Version 2.0 Arterial Ltavel of Service Volume Tables (Based on Chapter 11 of the 1994 Highway Capacity Manual Update Florida Department of Transportation DESCFVPT10N ROAD NAME: MEAMI AVENUE Frorn: SE STH ST To: SE 7TH ST PEAK »»»»: PEAK DIRECTION: NB Study The Period: PM PEAK Analysts Date: JULY 30,1999 Number of Lanes: 3 AADT: 11600 UserNoles: 2001 WITHOUT PROJECT TRAFRC CHARACTER nCS ---Range- K FACTOR: 0.085 (0.06 - 0.20) D FACTOR. 1.000 (0.60-1.00) PHF: 0.980 (0.70 -1.00) ADJ. SATURATION FLOW RATE: 1,900 (1400-2000) %TURNS FROM EXCLUSIVE LANEI 58 (0 -100) - ROADWAY CHARAC ERlS71CS URBAN, TRANSITIONING, OR RURAL AREA TYPE: U (U, T, or R) ARTERIAL. CLASS. 2 (1, 2, or 3) FREE FLOW SPEED (mph): 35 (40,85,30,25) TOTAL LENGTH OF ARTERIAL (mi): 0.34 MEDIANS (YIN): N LEFT TURN SAYSff Y SIGNALVATION CHARACTEMSTICS NO. SIGNALLED INiERSECTlONS: 2 ARRIVAL TYPE, PEAK DIRECTION: 3 (1,2,3,4,6 or 6) TYPE SIGNAL. SYSTEM: S (P, S, or A) (R-Ovf d, A-4dua'ad) SYSTEM CYCLE LENGTH (Go 6o (s0 -180) VJEIGM RTHRUMOVEMENT 0.44 0.20-0.80 PEAK HOUR DI CTEON VOLUME !lndudss Whldasrn 4MIMW fUln/apes) intg4edons per mile Level of Service LANES A B C D E 1 NIA NIA NIA 1,374 1,760 2 NIA NLA NIA 2,854 8.660 3 NIA NIA WA 4.580 5,620 4 NIA NIA NIA 6,210 7.680 PEAK HOUR VOLUME (BOTH dIREC•ftONS) (Includes vaft&s#7 awdasri40Orin IM9S) IOWMecflong per mile Level of Sendoe LAm A 8 C D E 2 NIA NIA NIA 1,370 1,760 4 NIA NIA NIA 2,950 31660 6 NIA NIA NIA 4,UO 5,620 6 NIA NIA NIA 6,210 7,684 AVERAGE ANNUAL DAILY C ( T) (k)0A1dM vehldes m exalusnre tum lanes) Level of Service i.ANEs A B C D E 2 NIA NIA NIA 16,104 24,700 4_ NIA NIA NLA 34,700 43100 6 NIA NIA NIA 63,900 68,100 8 NLA NIA NIA 73,104 69,200 A means the level of service is not aoltiievabie Peak Hour Peak flirecdon ThroughAghtvlo Pit* for Ful! Hour Level of Service LANES A 8 C D E 1 NIA NIA NIA 0,69 0,88 2 NIA NIA NIA 0.74 0.92 3 NIA NIA NIA 0.77 0.94 4 A A NIA 0.7$ 0.96 Sebmlttcd Into tho public record in C ),1fi ;'„E n with Item f- , On .11-.�s- r► Vulaitr,r !- foe n; n City CIF -A • • .7 i C, J ART -TAB Version 2.0 Arterial Level of Service Volume Tables Based on Chapter 11 of the 1994 Highway Caper* Manual Update Florida Department of Transportation DESCRIPTION -41anHe- ROAD NAME: SE 1 STH STREET (0.00-020) From; Miami Avenue 0.568 To; BdokeH Avenue DEAK »»>>>x PEAK DIRECTION: Study Tine Period: PM PEAK Analysis Dale: December 6, 1999 Number of LAnes: 4 a AAD'T: 16000 User Notes: 2001 Wit? PROJECT CHARACTERwncs CHARAC:IEPJS11CS VRBAN,'TRANSMONING, OR RURAL. AREA'fYM: U (U, T, or R) ARTERIAL. CLASS: 3 0, 2, or 3) FREE FLOW SPEED (mph: 35 (36. $0, or 25) TAL LENGTH OF ARTERIAL (mil: 0.17 MEDIANSM: N SIGNALIZAMON CHARACTERISTICS NO. SIGNAUZ5D A4MRSECTIONS: 1 WWAL TYPE, PF,AK DIASCIION: 3 (1.2.8.4.5 or 6) TYKE SIGNALSYSTIM: 'S (P, S, orA) /R+vr' ekww S=Ssrrs►W Vj1ad, AJAaWA90 SYS'T'EM CYCLE LENGTH (sea): 60 (60 -180) PWWR PEAK DmEcnON VOLUM!~ /brdudes tarhldsshn exdusIve Item /mnesj -41anHe- K FACTOR: 0.092 (0.00-020) D FACTOR: 0.568 {0.$0.1,00} PHF: 0.925 (0.70-1.00) SATURATION FLOW RATE. 1,900 (1400.2000) ;circ G:rzrsr„r Rier-Luaris utNP-4 a (0-10M CHARAC:IEPJS11CS VRBAN,'TRANSMONING, OR RURAL. AREA'fYM: U (U, T, or R) ARTERIAL. CLASS: 3 0, 2, or 3) FREE FLOW SPEED (mph: 35 (36. $0, or 25) TAL LENGTH OF ARTERIAL (mil: 0.17 MEDIANSM: N SIGNALIZAMON CHARACTERISTICS NO. SIGNAUZ5D A4MRSECTIONS: 1 WWAL TYPE, PF,AK DIASCIION: 3 (1.2.8.4.5 or 6) TYKE SIGNALSYSTIM: 'S (P, S, orA) /R+vr' ekww S=Ssrrs►W Vj1ad, AJAaWA90 SYS'T'EM CYCLE LENGTH (sea): 60 (60 -180) PWWR PEAK DmEcnON VOLUM!~ /brdudes tarhldsshn exdusIve Item /mnesj Submitted into t'he pubtle record in „rn with itern r-oefnan City Cleric Level of Service LANES A H C D 9 1 NIA 390 660 730 780 2 NIA 820 1,370 1,490 1,550 3 NIA 1,280 2,OS0 2,260 2,340 4 NIA 1,700 2,820 31010 3,130 PEAK HOUR VOLUME thOTH DIRECTIONS) thmWas vnhldasIn erxcWus"Am /Imes) Level of Service LANES A B C D E 2 NIA 680 1,150 1,280 1,340 4 NIA 1,440 2,410 2,620 2,730 6 NIA 2,220 3,680 3,960 4,130 8 NIA 3,000 4,970 5,300 5,520 AVE GE ANNUAL D Y TF4AFFIC (AADT) Awude+s velvwbsIn erxct/us" tum /ones) Infer, secijons per mile Level of Service UNES A B C D E 2 NIA 7.400 12,600 14,000 14,600 4 NIA 16,700 26.100 28AM 29.700 6 NIA 24,100 40,000 43,000 44,800 8 NIA 32,600 64,000 57,600 60.000 A means the level of service la not aa[�levable Peaty Hour Peak Directon 'Through/Rohl v]o Ratio for Fuff Hour Level of Service Was A B C D E 1 NIA 0.49 0.84 0193 0.97 2 NIA 0.52 0.87 0.96 0.99 3 NIA 0.64 0.89 0.96 1.00 b NLA 0.64 0.90 D.te 1.00 Submitted into t'he pubtle record in „rn with itern r-oefnan City Cleric • • • ART -TAB Version 2.0 Arterial Level of Seru<be Volume Tables Based an Chapter 11 of the 1994 Highway Capacity M arcual Update Florida Department of Transportation August 1995 DESCREPTION ROAD NAME: SE 7TH STREET From: To: PEAK »»>»»: PEAK DIRECTION: WB StudyTtrne Period: PM PEAK Ane vsis Date: JULY 30,1999 Number of Lanes: 3 AADT 10000 User Notes: 2001 WETHOUTPROJECT TRAFFIC CHARACTERISTICS ..._.page K FACTOR 0.085 (0.06 - 0.20) D FACTOR: 1.000 (0.50-1.00) PHR 0.925 (0.70-1,00) ADJ. SATtlRATION FLOW RATE: 1,900 0400-2000) %TURNS FROM EXCLUSIVE LANE: 25 Q- 00 ROADWAY CHARACTERISTICS URE3AN, TR4NSIT10N1NCs, OR RURALAREATYPE: U (U. T. or R) ARiEE�IAL CLASS: 2 (1, 2, or 3) FRE=E: FLOW SPEED (mph): 35 (40.35,30,25) TOTAL LENGTH OF ARTERIAL (m7: 0.17 MEDIANS MIM. N LEFT TURN BAYS Y SIGNALIZATION CHARACTERISTICS NO. SIGNALIZED INTERSECTIONS: 1 ARRIVALTfPE, PEAKOIRECilON 3 (1.2.14,5 or 61 TYPE SIGNAL SYSTEM: S (t? S. arA) (f�*Predmed S�cS'emiaduaJed A�AduafscfJ SYSTEM CYCLE LENGTH (se 80 (60-180) WEIGHTED THRU MO MENT gLC 0.45 Q,20-- 0.80 Submitted Into the publIC IEE~rCOId Io1 . iet_,i;'j63 vvit'i Item On it, 1S -O f Walter Foonian City Clerk PEAK HOUR P Cil CT1ON VOLUME (lndudOsWhi&Mma 'usn fain/emesJ 5.842354 jnlargedons ner mile Level of Service LANES A S C 0 E1 N/A NIA NIA 80 980 2 NIA NIA NIA 1,890 2,050 3 N/A • NIA N/A 2.590 3,150 4 N/A N/A N/A 3,520 4,230 PEAK HOURVOLUME (BOTH DIRECTIONS) 1717dudes vahlelasinsxdus" tam /snssJ 1012mg tions oer_n*a Level of ServlCe E 2 N/A NIA NIA 780 960 4 N/A NIA N/A 7.690 2,060 6 N/A N/A N/A 2,590 3,150 0 N/A NIA N/A 3.520 4,230 AVRRAQE ANNUAL DAILY TWFfC T) pndudss vehidesin axdasive 1011? nest 5.882353 Intersadons ner.Mlig Level of Service E 2 N/A N/A N/A 9,200 ,600 4 - N/A NIA N/A 19,860 24,100 6 N/A N/A N/A 30,500 37,000 8 NIA NIA NIA 41,400 49,000 A meansthe level of service is not achi ble Peak Hour Peek Direction ThroughlRight v/c Ratio for Full Hour Level of Service NIA NIA N/A 0.68 0.86 2 N/A NIA N/A 0.74 0,90 3 N/A NIA NIA 0.76 0.92 4 NA NA NA 0.77 0.93, Submitted Into the publIC IEE~rCOId Io1 . iet_,i;'j63 vvit'i Item On it, 1S -O f Walter Foonian City Clerk • 0 • 1 • ART -TAB Versioh 2.0 Arterial Level of Service Volume Tables Based on Chapter 11 ofthe 1994 Highway Capacity Manuel Update Florida Department of Transportation DESCRIi -nON ROAD NAME: SE 8TH STREET From; To: a»aa»>; PEAK DIRECTION: EB Sludy Time Period: PM PEAK Analysis Date: JULY 30"I m Number of Lanes: 3 AADT: 14300 User Notes: 2001 WITHOUT PROJECT CHARACTERISTICS K FACTOR: 0.085 (0,06-020) D FACTOR: 1.000 (0.60-1,00) PPF: 0.925 (0,70-1.00) I. SATURATION RLOW RATE: 1,800 (1400-2000) URNS FROM EXCLUSIVE LANE: 26 _(0-100) ADWAY CHARACTERISTICS NWA URBAN, TRANSITIONING, OR NIA RURAL. AREA TYPE: V (U, T , ar Ft3 ARTERIALCLASS: 2 (1,2,or8) FREE FLOW SPEED (mph),. 35 (40,36,30,26) rA.L LENGTH OF ARTERIAL (rni): 0.17 MEDIANS (YIN): N CHARACTERISTICS. $NGNA1 IZED INTERSECTioNS; 1 IVAL TYPE, PEAK DIRECTION: 3 0.2.8.4,6 or 6) TYPE SIGNAL. SYSTEM, S (P, S. or A) (A~Md SrSemfAr Glad A34dtl 00 TEM CYCLE LSNG714 (too)., Bo (60-190) nHTE0 THRU MOV2UENPT afC: 0.21 (0.20 - 0.$01 PEAK HOUR PEAK DIRECTNON VOLUMI» 11,74 (1*$:0/i%ABS k7 BJ1dW" ilMIWO$) CubmItted Into the public record in comic- , °Ion With iter PLO` cri I-�s'of lliitalvm (-;)oman C*t, Clerk Level of Service LANPS A B C D E 1 NWA N/A NIA NIA 390 2 NWA NIA NIA NWA 840 3 NIA N/A NIA N/A 1,320 4 NIA NIA NIA N/A 1,790 HOUR V tfME (130TH CTIONS) (iha tides "WC/er/n aw,1049 AN" knew 6,88 rersectiona nor mile Level of Service 1ANES A 9 C D E 2 NIA NIA NIA NIA 890 4 NIA NIA NIA NIA 840 6 NIA NIA NIA NIA 1,320 8 NIA NIA NIA NIA 1,780 -WIVERAGE ANNUAL DAILY'TRAFFIC (AADT') JIMI OS V&h/des fn eXWW"AIM /snesl hWrsoelions nor mfle Level of SeMoe t azar s NIA NIA NIA NIA 000 4 NIA NIA KA N/A 8,800 6 NIA NIA NIA NIA 16,580 8 WA NIA NIA NIA 21,000 A means level of saml6a Is not ach[evable Peak Dour Peak Direction Through)RlpM vjo Ratio for FuR Hour Level of Service 1 NIA NWA NA NIA 0.73 2 NIA NIA NIA NIA 0.79 3 NIA NIA N/A NIA 0.82 4 NIA NAA NA 0. CubmItted Into the public record in comic- , °Ion With iter PLO` cri I-�s'of lliitalvm (-;)oman C*t, Clerk 0 0 0 0 APPENDIX E Intersection Level of Service for Future Traffic Volumes With Project Oubmired pubile '-on with record in Item C-Afy Clerk No. Lanes LGCon£ig Volume Lane Width RTOR Vol Eastbound L T R 0 0 0 IGNALIZED INTERSECTION SUMMARY Westbound Northbound L T R. I L T R 0 2 1 T R 1332 69 12.0 12.0 0 1 2 L LT 954 478 1,2.0 12.0 Duration 1.00 Area Type: CBD or Similar Signal. Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left NB Left P Thru Thru P Right Right Pedro Peds WB Left SB Left Thru P Thru Right P Right Peds Peds NB Right EB Right SS Right WD Right Green 36.0 35.0 Yellow 4.0 4.0 All Red 1.0 Cycle Length: 80.0 secs intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s3 v/c g/C Delay LOS Delay LOS Eastbound Westbound T 1462 r .• 0.45 liCS2000: Signalized Intersections Release 4.1 Analyst: J. AHLSTEDT Inter.: BE 7TH ST/MIAMI AVE Agency: Date: 6/26/01 Area Type: CBD or Similar Jurisd; MIAMI/FLORIDA Period: PM PEAK Year ; FUTURE W/PROJECT Project ID: PARK PLACE E/W St: 5E 7TH STREET N/S St: MIAMI AVENUE No. Lanes LGCon£ig Volume Lane Width RTOR Vol Eastbound L T R 0 0 0 IGNALIZED INTERSECTION SUMMARY Westbound Northbound L T R. I L T R 0 2 1 T R 1332 69 12.0 12.0 0 1 2 L LT 954 478 1,2.0 12.0 Duration 1.00 Area Type: CBD or Similar Signal. Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left NB Left P Thru Thru P Right Right Pedro Peds WB Left SB Left Thru P Thru Right P Right Peds Peds NB Right EB Right SS Right WD Right Green 36.0 35.0 Yellow 4.0 4.0 All Red 1.0 Cycle Length: 80.0 secs intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s3 v/c g/C Delay LOS Delay LOS Eastbound Westbound T 1462 3249 1.14 0.45 281.7 F 267.6 F R 654 1454 0.14 0.45 1.3.4 B Northbound L 569 1300 1.50 0.44 933.5 F LT 1258 2875 0.70 0.44 21.5 C 471.7 F Southbound intersection Delay = 368.8 (sec/veh) intersection LOS = F Submitted fnto the public record in conneCtiO i twill item PI -01- on l(' l .7ff Walter --I ti' ; i 3 City ckl r' • • No. Lanes LGConfig volume Lane Width RTOR Vol SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound L T R i L T R 1 L T R 0 0 0 1 1 1 L LT R 129 492 130 1.2.0 12.0 12.0 2 2 0 L TR 508 2805 40 12.0 12.0 southbound L T R 1 2 1 L T R 43 1800 504 12.0 12.0 12.0 Duration 1.00 Area Type: CBD or Similar Signal Operations _ Phage Combination 1 2 3 4 1 5 6 7 9 EB Left NB Left A Thru Thru P Right Right P Peds Peds WE Left A SB Left A P Thru A Thru P Right A Right P Peds Peds NB Right EB Right SB Right E WB Right Green 20.0 33.0 49.0 Yellow 4.0 3.0 4.0 All Red 1.0 0.0 1.0 Cycle Length: 115.0 secs _intersection Performance Summary Adj Sat Ratios Larne Group Approach Flow Rate (s) v/0 g/C Delay LOS Delay LOS Appr/ Lane Lane Group Grp Capacity Eastbound Westbound L 282 0 0.76 0.17 57.8 E 0 1710 ECS2000: Signalized intersections Release 4.1 Analyst: J. AHLSTEDT inter.: SE 7TH ST/BRICKELL AVE Agency: 3090 Area Type: CBD or Similar Jurisd: MIAMI/FLORIDA Date: 6/26/01. 0.43 Period: PM 'PEAK Year FUTURE W/PROJECTi` Project ID: PARK PLACE E/W St: SE 7TH STREET NIS St: BRICKELL AVENUE • • No. Lanes LGConfig volume Lane Width RTOR Vol SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound L T R i L T R 1 L T R 0 0 0 1 1 1 L LT R 129 492 130 1.2.0 12.0 12.0 2 2 0 L TR 508 2805 40 12.0 12.0 southbound L T R 1 2 1 L T R 43 1800 504 12.0 12.0 12.0 Duration 1.00 Area Type: CBD or Similar Signal Operations _ Phage Combination 1 2 3 4 1 5 6 7 9 EB Left NB Left A Thru Thru P Right Right P Peds Peds WE Left A SB Left A P Thru A Thru P Right A Right P Peds Peds NB Right EB Right SB Right E WB Right Green 20.0 33.0 49.0 Yellow 4.0 3.0 4.0 All Red 1.0 0.0 1.0 Cycle Length: 115.0 secs _intersection Performance Summary Adj Sat Ratios Larne Group Approach Flow Rate (s) v/0 g/C Delay LOS Delay LOS Appr/ Lane Lane Group Grp Capacity Eastbound Westbound L 282 1624 0.76 0.17 57.8 E LT 297 1710 2.02 0.17 F R 253 1454 0.17 Northbound L 887 3090 0.66 0.29 37.9 D TR 0.43 Southbound L 543 1624 0.11 0.74 14.1 B T 1357 3185 1.35 0.43 674.7 F R 507 1425 0.43 Intersection Delay = (sec/veh) Intersection LOS Submitted into the publtc recon' in connection wRtt, item Pon �L s'o1 C4 Walter Fo(-,,ma� 4 .� �o 0ity Clerl, • 0 HC3200G: Signalized Intersections Release 4.1 Analyst: J. AHLST9DT Inter.: SE 8TH ST/MIAMI AVE Agency: Area Type: CBD or Similar Date: 6/26/01 Jurisd: MIAMI/FLORIDA Period: PM PEAK Year : FUTURE W/PROJECT Project ID; PARK PLACE E/W St: SE 8TH STREET NIS St: MIAMI AVENUE No. Lanes LGConf ig Volume Lane Width RTOR Vol SIGNALIZED INTERSECTION SUMMARY Eastbound } Westbound Northbound L' T R I L T R L T R 279 0 3 0 LT 799 12.0 0 0 0 0 3 0 TR 1009 79 12.0 Southbound L T R 0 0 0 Duration 1.00 Area Type: CBD or Similar Signal Operations Phase Combination 1 2 3 4( 5 6 7 8 EB Left P NB Left Thru P Thru P Right Right P Peds Peds WB Left SB Left Thru. Thru Right Right Peds Peds NB Right ER Right SB . Right WE Right Green 29.0 44.0 Yellow 4.0 4.0 All Red 0.0 0.0 Cycle Length: 80.0 Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (0) V/c g/C Delay LOS belay LOS Lastbound LT 1413 4038 Westbound Northbound TR Southbound 0.87 0.35 32.5 C 32.5 C Intersection Delay = • secs 0.55 Submitted IWO the public recOrd i o-: ;,�, „t d» with Item s}_, oil City Gfork (sec/veh) Intersection LOS 11 • 0 E 9 L T _SIGNALIZED INTERSECTION SUMMARY. l Westbound Northbound R 1 L T R I L T R No. Lanes 2 2 0 LGConfig L TR Volume 1563 551. 365 Lane Width 112.0 12.0 RTOR Vol i 2 L 457 12.0 0 1 R 853 12.0 Southbound L T R 0 2 1 2 3 0 T R L T 2656 293 342 1643 12.0 12.0 112.0 12.0 Duration 1.00 Area Type: CBD or Similar Signal Operations Phase Combination '1 2 3 4 5 6 7 8 EB Left A NB Left Thru A Thru P Right A Right P Peds Weds WB Left A SB Left A Thru Thru A P Right A Right Peds Peds ME Right EB Right SB Right WB Right Green 24.0 10.0 8.0 55.0 Yellow 4.0 4.0 3.0 4.0 All Red 1.0 1.0 0.0 1.0 Cycle Length: 115.0 secs Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) v/c g/C Delay LOS Delay LOS Eastbound L 645 3090 1.05 0.21 177.6 F TR 0.21 Westbound L 269 3090 1.89 0.09 R 124 1425 0.09 Northbound T 1523 HCS2000: Signalized Intersections Release 4.1 Analyst: J. AHLSTEDT Inter.: SE 8T14 ST/BRICKELL AVE Agency: L 215 Area Type: CBD or Similar Date: 6/26/01 Jurisd: MIAMI/FLORIDA Period: PM PEAK Year : FU'T'URE W/PROJECT Project ID: PARK PLACE E/W Sts SE 8TH STREET N/8 St: BRICKELL AVENUE L T _SIGNALIZED INTERSECTION SUMMARY. l Westbound Northbound R 1 L T R I L T R No. Lanes 2 2 0 LGConfig L TR Volume 1563 551. 365 Lane Width 112.0 12.0 RTOR Vol i 2 L 457 12.0 0 1 R 853 12.0 Southbound L T R 0 2 1 2 3 0 T R L T 2656 293 342 1643 12.0 12.0 112.0 12.0 Duration 1.00 Area Type: CBD or Similar Signal Operations Phase Combination '1 2 3 4 5 6 7 8 EB Left A NB Left Thru A Thru P Right A Right P Peds Weds WB Left A SB Left A Thru Thru A P Right A Right Peds Peds ME Right EB Right SB Right WB Right Green 24.0 10.0 8.0 55.0 Yellow 4.0 4.0 3.0 4.0 All Red 1.0 1.0 0.0 1.0 Cycle Length: 115.0 secs Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) v/c g/C Delay LOS Delay LOS Eastbound L 645 3090 1.05 0.21 177.6 F TR 0.21 Westbound L 269 3090 1.89 0.09 R 124 1425 0.09 Northbound T 1523 3185 1.88 0.48 R 682 1425 0.48 southbound L 215 3090 1.85 0.07 T 2627 4577 0.71 0.57 18.6 Intersection Delay = (sec/vsh) F oc"Ubmrttcd into the rubflc rOCord in : �,' c ` c�n with F item ft -!a or, _11.4vi - �. 0," 1=00man P City Glee B 297.1 F Intersection LOS = 0 No. Lanes LGConf ig Volume Lane Width RTOR Vol Eastb L T -SIGNALIZED INTERSECTION SUMMARY Westbound Northbound R I L T R L T R 0 2 0 TR 713 49 12.0 0 33 0 2 0 LT 1444 12.0 Southbound. L T R 0 1 0 1 1 1 1 LTR I L T R 70 0 26 139 231 371 12.0 112.0 12.0 12.0 0 I 0 Duration 1.00 Area Type: CBD or Similar _ Signal Operations Phase Combination 1 2 3 4 I 5 6 7 8 EB Left NB Left A Thru P Thru A Right P j Right A Peds Peds WB Left P SB Left A Thru P Thru A Right Right A Peds Peds NB Right EB Right SB Right WE Right Green 33.0 19.0 Yellow 4.0 4.0 All Red 0.0 0.0 Cycle Length: 60.0 secs intersection Performance Summary. Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) V/c g/C Delay LOS Delay LOS Eastbound TR 1765 Westbound LT 1632 Northbound LTR 180 Southbound 3209 0.49 0.55 9.3 A 9.3 A 2968 1.07 569 0.87 L 374 1181 0.50 T 541 1710 0.63 R 460 1454 0.91 Intersection Delay = 83.9 HCS2000: Signalized Intersections Release 4.1 Analyst: J. AHLSTEDT Inter.: SW 13TH ST\SW IST AVE Agency: 151..3 F 151.3 F Area Type: CBD or Similar Date: 6/26/01 Jurisd: MIAMI/FLORIDA Period: PM PK HR Year : FUTURE W/PROJECT Project ID. PARK PLACE E/W St: SW 13TH STREET MIS St: SW 1ST AVBVUE No. Lanes LGConf ig Volume Lane Width RTOR Vol Eastb L T -SIGNALIZED INTERSECTION SUMMARY Westbound Northbound R I L T R L T R 0 2 0 TR 713 49 12.0 0 33 0 2 0 LT 1444 12.0 Southbound. L T R 0 1 0 1 1 1 1 LTR I L T R 70 0 26 139 231 371 12.0 112.0 12.0 12.0 0 I 0 Duration 1.00 Area Type: CBD or Similar _ Signal Operations Phase Combination 1 2 3 4 I 5 6 7 8 EB Left NB Left A Thru P Thru A Right P j Right A Peds Peds WB Left P SB Left A Thru P Thru A Right Right A Peds Peds NB Right EB Right SB Right WE Right Green 33.0 19.0 Yellow 4.0 4.0 All Red 0.0 0.0 Cycle Length: 60.0 secs intersection Performance Summary. Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) V/c g/C Delay LOS Delay LOS Eastbound TR 1765 Westbound LT 1632 Northbound LTR 180 Southbound 3209 0.49 0.55 9.3 A 9.3 A 2968 1.07 569 0.87 L 374 1181 0.50 T 541 1710 0.63 R 460 1454 0.91 Intersection Delay = 83.9 _� 3 3 i rs t� 0.56 151..3 F 151.3 F �: � � c a S-1 0.32 65.0 B 65.0 H N 0.32 3.7.7 B 0.32 19,81 B 31.6 CXD is 0.32 47.5 D (sec/veh) Intersection LOS = F W = ,+ _� 3 3 L SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound } Northbound Southbound L T R L T R l L T R L T R No. Lanes 0 2 0 0 2 0 0 2 0 i j 0 2 0 HCS2000: Signalized Intersections Release 4.1 Analyst; I. AHLSTEDT Inter.: 13TH ST\S MIAMI AVE Agency; Volume 165 Area Type: CBD or Similar Date: 6/26/01 159 263 O'uried: MIAMI/FLORIDA Period: PM PK HR - Year : FUTURE W/PROXECT Project ID: PARK PLACE 0 E/W St: SW 13TH STREET NIS St: SOUTH MIAMI AVENUE L SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound } Northbound Southbound L T R L T R l L T R L T R No. Lanes 0 2 0 0 2 0 0 2 0 i j 0 2 0 LGConfig LTR LTR LTR LTR lie. Volume 165 562 88 35 1274 163 197 374 73 159 263 Lane Width 12.0 12.0 j 12.0 j 12.0 RTOR Vol 0 0 j 0 0 Duration 1..00 Area Type: CBD or Similar Signal operations _ Phase Combination 1 2 3 4 5 6 7 9 RB Left P NB Left A Thru P Thru A Right P Right A Peds Peds WB Left P f SB Left A Thru P I Thru A Right P Right A Peds Weds NE Right EB Right SB Right WB Right Green 33.0 17.0 Yellow 4.0 4.0 All Red 1.0 1.0 Cycle Length: 60.0 secs Intersection Performance Summary Appr/ Lane Adj Sat. Ratios Lane Group Approach Lane Group Flow Rate Grp capacity (s) v/c g/C Delay LOS Delay LOS Eastbound LTR 926 1684 Westbound LTR 1549 281.7 Northbound LTR 619 2186 1.09 0.55 173.1 F 173.1 F 1.07 0.55 161.2 F 161.2 F "- a as €) + k. J. 1.1.6 0.28 326.4 V 326.4 Y Southbound LTR 729 2573 0.76 0.28 24.6 Intersection Delay = 175.0 (sec/veh) ,:. 6 � A- N C 24.6 C ... Intersections LOS = F 0 e rn � • 9 • 0 No. Lanes LGConfig Volume Lane Width iRTOR Vol Eastbound L T R 1 1 1 L LT R 401 195 239 12.0 12.0 12.0 0 ALIGED INTERSECTION SUMMARY, Westbound Northbound L T R I L T R 1 1 1 L T R 183 411 148 12.0 12.0 12.0 0 1 2 0 L TR 439 1800 111 12.0 12.0 0 Duration 1.00 Area ECS2000: Signalized Intersections Release 4.1 Artalyst;.J. AHLSTEDT inter.: SE 13TH ST\BRICKELL AVE Agency; 2 3 4 Area 'Type; CBD or Similar Date: 6/26/01 k Jurisd: MIAMI/FLORIDA Period: PM PK HR - Year : FuTuRE W/PROJECT Project ID: PARK PLACE Right E/W St-. 'SE 13TH STREET NIS St; BRICItELL AVENUE No. Lanes LGConfig Volume Lane Width iRTOR Vol Eastbound L T R 1 1 1 L LT R 401 195 239 12.0 12.0 12.0 0 ALIGED INTERSECTION SUMMARY, Westbound Northbound L T R I L T R 1 1 1 L T R 183 411 148 12.0 12.0 12.0 0 1 2 0 L TR 439 1800 111 12.0 12.0 0 Duration 1.00 Area Type: CBD or Similar P Signal Operations_ Phase Combination 1 2 3 4 0.13 EB Left A F k NB Left Thru A 1710 1.15 Thru Right A F F Right Peds 1454 2.37 Peds WB Left A SS Left Thru A Thru Right A Right Peds 1624 1.07 Peds NB Right F EB Right SB Right 1710 2.30 WB Right Southbound L T R 1 2 1 L T R 95 188.5 744 12.0 12.0 12.0 0 Green 15.0 16.0 69.0 Yellow 4.0 4.0 4.0 All Red 1.0 1.0 1.0 Cycle Length: 115.0 Intersection Perfo-rmance Summary Appr/ Dane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) V/c g/C Delay LOS Delay LOS Seca Eastbound 7 8 P P P P 1624 P 0.13 p F Green 15.0 16.0 69.0 Yellow 4.0 4.0 4.0 All Red 1.0 1.0 1.0 Cycle Length: 115.0 Intersection Perfo-rmance Summary Appr/ Dane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) V/c g/C Delay LOS Delay LOS Seca Eastbound L 212 1624 2.36 0.13 F LT 223 1710 1.15 0.13 375.8 F F R 190 1454 2.37 0.13 746.7 F Westbound L 226 1624 1.07 0.14 246.6 F T 238 1710 2.30 0.14 F F =3 u c,3 R 202 1454 1.04 0.14 225.1 F ` Northbound L 63 95 7.65 0.60 TR 1925 3209 1.16 0.60 - 314.9 F F Southbound L 63 99 T 1949. 3249 R 672 1454 Intersection Delay t7 2.03 0.60 F 1.03 0.60 97.6 F 166.0 F 0. 0.97 0.60 60.3 E s1 (sec/veh) Intersection LOS . � `�33 9 • • • SIGNALIZED INTERSECTION SUMMARY. Eastbound Westbound Northbound L T R L T R L T R I I Southbound L T R No. Lanes LGConfig Volume Vane Width RTOR Vol HCS2000: Signalized Intersections Release 4.1 Analyst: J. AHLSTEDT Inter.: 15TH RD AND SW 1ST AVE Agency: Area Type: CBI} or Similar Area Type: CBD or Similar Date: 6/26/01 Jurisd: MIAMI/FSA Period: PM PIC HR Year : FUTURE W/.'PROJECT Project ID: PARK PLACE EB Left A E/W St: 15TH ROAD NIS St: SW IST AVE UE SIGNALIZED INTERSECTION SUMMARY. Eastbound Westbound Northbound L T R L T R L T R I I Southbound L T R No. Lanes LGConfig Volume Vane Width RTOR Vol 0 7 2 0 LT 459 12.0 0 2 0 TR 221 12 12.0 0 0 k { i 9 0 0 0 0 { L 217 12.0 54 f Duration 1.00 Area Type: CBI} or Similar Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left A � NB Le f t Thru A Thru Right Right Peds Peds WB Left SB Left A Thru A Thru Right A Right A Peds Peds NS Right SB Right. SB Right WB Right Green 42.0. 8.0 Yellow 4.0 4.0 All Iced 1.0 1.0 Cycle Length: 60.0 se:ca Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lame Group Approach Lane Group Flow Rate Grp Capacity (s) V/C g/C Delay LOS Delay ;LOS Eastbound LT 2130 3043 0.25 0.70 3.3 A 3.3 A C �5 Westbound �!f €ia 0 CLr r;= TR 2255 3221 0.13 0.70 3.0 A 3.0 A �� •�7� _ K 0 Northbound C, r li Southbound LR 213 1596 1.390.13 739.9 F 739.9 F ai Intersection Delay = 196.8 (Sec/veh) Intersection LOS = 1•~ �� ; a • • 0 0 HCS2000: Signalized intersections Release 4.1 Analyst: J. AHLSTEDT inter.: BE 15TH RD AND MIAMI AVE Agency: 0 2 0 Area Type: CBD or Similar Date: 626/01 LTR Jurisd: MIAMI/FLA Period: PM PK HR Year : FUTURE W/PR0JECT Project ID: PARK PLACE 145 74 E/W St: BE 15TH ROAD NIS St: S. MIAMI AVENUE 12.0 12.0 4 12.0 SIGNALIZED INTERSECTION SUMMARY 12,0 Eastbound Westbound Northbound Southbound 0 Duration 1.00 L T R L T R L T R L T R No, Lanes 0 2 0 0 2 0 0 2 0 0 2 0 0 LCConiig LTR TR LTR leg W LTR 4 C) Volume 123 316 247 134 26 145 74 22 244 19 Lane Width 12.0 12.0 4 12.0 12,0 RTOR Vol. 160 1 0 1 0 0 Duration 1.00 Area Type: CBD or Similar Signal. Operations Phase Combination 1 T-3 4 5 6 7 8 EB Left A NB Left A Thru A Thru A Right A Right A Pads Peds WB Left SB Left A Thru A Thru A Right A Right A Peds Peds NE Right EB Right SB Right WB Right Green 9.0 41'• 0 Yellow 4.0 4.0 All Red 1.0 1.0 Cycle Length: 60.0 seas Intersection Performance Summary Appr/ mane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) v/c g/C Delay LOS Delay LOS Eastbound LTR 360 Westbound TR 467 Northbound ,LTR 1607 Southbound 2532 1.94 0.15 F F 3111 0.43 0.15 23.8 C 23.8 C 2352 0.24 0.68 3.7 A 3.7 A LTR 1990 2912 0.21 0.68 3.6 A 3.6 A Intersection Delay = 739.4 (sec/veh) Intersection LOS = �' c� s' 6 .`tet (` 0 W 4 C) N 0 U pS::a • • • SI( Eastbound - L T R YNALrIZED INTERSM Westbound L T R :TION SUMMARY Northbound Southbound L T R f L T R No. Lanes LGConfig volume Lane Width RTOR Vol 0 158 1 HCS2000: Signalized Intersections Release 4.1 Analyst: J. AELSTEDT Inter.: SE 15TH RD AND SRICKELL Agency: Area Type: CBD or Similar Area Type: CBD or Similar Date: 6/26/01. Jurisd: MIAMI/FLA Period: PM WEAK Year : FUTURE W/PROJECT Project ID: PARK PLACE 7.3 E/W St: SH ISTH ROAD NIS St: BRICKELL AVENUE SI( Eastbound - L T R YNALrIZED INTERSM Westbound L T R :TION SUMMARY Northbound Southbound L T R f L T R No. Lanes LGConfig volume Lane Width RTOR Vol 0 158 1 2 0 LTR 63 .176 12.0 0 0 ( 1183 2 0 LTR 4,8" 30 12.0 0 1 2 0 I L TR 86 735 187 112.0 12.0 f 0 1 2 0 I L TR 1905 78 136 12.0 12.0 0 Duration 1.00 Area Type: CBD or Similar L, 63 83 Signal operations 0.71 Phase Combination 1 2 3 4 5 6 7 8 EB Left A 7.3 I NB Left A Southbound Thru A Thru A Right A 0.17 Right A 5.6 Beds TR 2297 3222 Peds 0.71. WB Left A SE Left A Thru A Thru A Right A Right A Peds Peds NB Right EB Right SB Right WS Right Green 23.0 82.0 Yellow 4.0 4.0 All Red 1.0 1.0 Cycle Length: 115.0 secs Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Dane Group F1ow'Rate Grp Capacity (s) v/c g/C Delay LOS Delay LOS Eastbound LTR 413 2063 0.88 0.20 69.0 E 69.0 B Westbound LTR 370 1850 0.96 0.20 103.2 F 103.2 F Northbound L, 63 83 1.57 0.71 F Tit 2230 3128 0.48 0.71 7.3 A 102.1 F Southbound L 289 405 0.17 0.71 5.6 A ' TR 2297 3222 0.91. 0.71. 20.5 C 20.1 C Intersection Delay : 55.5 (sec/veh) Intersection LOS = E record on item on . %lS-A1 Walter City Gt,-- 3 . .� t * I 0 APPENDIX F Roadway Link Level of Service for Future Traffic Volumes With Project rnn public record with viten Nor Fooman A 3 City Clerk • • • ART -TAB Version 2.0 Arterial Level of Service Volume Tables Based on Chapter I of the 1994 Highway Capacity Manuel Update Florida Department of Transportation +, - ,;Ii.• �. ROAD NAME: SRICKELL AVENUE ROADWAY CHARACTERISTICS From: STH ST URBAN, TRANSITIONING, OR To: 7TH ST DEAK —>->»»: PEAK DIRECTION: NH Study Time Period: PM PEAK Analysis Dade: JULY 30, 1989 Number of Lanes; 4 0.633 AADT: 17194 User Notes: 2001 WITH PROJECT TRAFFIC CHARACTERISTIC5 KFACTOR: D FACTOk PHF: SATURATION FLOW RATE: % TURNS FROM EXCLUSIVE LANE$ --Mange--- a.ae6 (0.06-a.2a)' 1.000 (0.60 -1.00) 0.950 (0.70-1.00) 1,900 (1100- 2000) 21 0.100 ROADWAY CHARACTERISTICS URBAN, TRANSITIONING, OR LANES RURAL AE A TYPE: U (U. T, or R) ARTERIAL CLASS: 2 (1, 2 or 3) FREE FLOW SPEED (mph): 35 (40,35,30,25} TOTAL LENGTH OF ARTERIAL. (mi): 0.633 MEDIANS (YIN): Y 2 LEFT UM [RAYS Y NIA 2,300 SIGNALf7.ATfON CHARACTERISTICS S,2S0 NO. SIGNALIZED INTEMECfIONS: 4 ARRIVAL TYPE, PEAK DIRECTION: 8 (1,2,3,4,5 or 6) TYPE SIGNAL SYSTEM: S A S, or A) ( 3rArtrad S Sambate—rad, A-AvAloled) SYSTEM CYCLE LENGTH (seo): 116 (60-180) I"-"IrI 1T-nTWAU MOVFMFNT mr,- n 71 in an. n nm PEAK HOUR PEAK DIRECTi P GLUME //WUdes YaNW$ In &YaWAV hm kWes) reC0r��' Level of Service LANES A H C D E 1 TWA NIA 1,090 1,420 11580 2 NIA NIA 2,300 2,960 S,2S0 3 NIA NIA 3,510 4,490 4.920 4 NIA N/A 4,730 6,040 6,590 PEAK HOUR VOLUME (aOTH DIRECTIONS) ,1hwA&es whWssm sriw lum fangs) 0,01931 Luters!1dons oer_m9fe Level of Service LA -M A 9 C D E 2 NIA NIA 1.090 1,420 1,580 4 NIA NIA 2,300 2,960 3,260 6 N/A NIA 3,610 4,490 4,920 8 NIA NIA 4,730 6.04a 61590 AVERAGE ANNUAL DAILY TMMC (AADn (kles V"Cles in "mus" IUM /Aws) 6.319116 jrUrsections nor mile Level of SeMoe Lxm A a C D I- 2 NIA N/A 12,890 ,8,700 18,600 4 NIA NIA 27,100 34,8W WSW 6 MIA NIA 41,300 62,800 57,900 8 NIA N/A 65,700 71,000 77,600 A eanthe level of service is not achievable Peak hour Peak Direotlon Through/Rohl v/a %fio for Full Hour Level of Servioe LANES A B C D E 1 NIA WA 0.64 0.83 0.93 2 MIA N/A 0.67 0.87 0.95 3 NIA NIA 0.69 0.88 0.99 4 A A 0.89 0.88 0.96 reC0r��' s • 0 ART -TAB Version 2.0 Arterial Level of Serv(r a Volume Tables Based on Chapter 11 of the 1984 Highway Cape;* Manual Updais Florida Department of Transportation DESCRIPTION ROAD NAME; ERIC KELLAVENU£ KFACI'OR: From: 7TH ST D FACTOR: To: STH ST >EAK »»»»: PEAK DIRECTION: S9 BLudy Tirno Period: PM PEAK Analysis pate: JULY 30, 1999 Number of Lanes: 2 E AADT: 19294 User Notes: 2001 WITH PROJECT CHARACTERISTICS - IM -1-U011:101-11 M NO. SIGNALiMD INTERSEC110NS: ---Fiange— KFACI'OR: 0.085 (0.08-0.20) D FACTOR: 1.000 (0.60-1.001 PHF: 0.850 (0.70 -1.00) 1. SATURATION FLAW RATE: 1,900 (1400» 2000) URNS FROM EXCLUSNE LANE: 7 f0-100) ADWAY CHARACTEP1lS71CS E URBAN, TRANSITIONING, OR NIA NIA N/A RURAL AREATYPE: U (U. T, or R) ARTERIAL CLASS: 2 (1, 2, or 31 FREE FLOW SPEED (mph): 35 (40,35,30,25) TAL LENGTH OF ARTENAL (ml): 0.683 MEDWNS (YIN): Y IM -1-U011:101-11 M NO. SIGNALiMD INTERSEC110NS: 4 ARRIVAL TYPE. PEAK DIRECTION: 3 (1,2,3.4,6 or S) TYPE SIGNAL SYSTEM: S (P, S, or A) P;PdAned, S-S'e9tdeec WW,, R-4dt SYSTEM CYCLE LENGTH (sea): 115 (60-180) }.11, public itom VL—i— s titc,r"Is f� PEAK HOUR PEAK AIRECTION V0L ME //ndudes treh(das/n arr*&W Amlanes) $.31gi 15 Interseclons,ner Mira, Level of Service LAM A B C D E 1 NIA NIA N/A 390 Bio 2 MIA N/A N/A 800 1,700 a NIA NIA NIA 1,210 2.600 4 N/A N/A N/A 1,620 8,600 PEAK HOUR VOLUME (R-0 IJIRECiIONS) (//7aWes vshidesin exdusria 6 316 31 g1 i 55 Inferse dgm jax mile /urn /Was) Level of SWoe r.ANFs A 8 C D E 2 NIA NIA NIA 390 810 4 NIA N/A NIA 800 1,700 6 NIA NIA NIA 1,210 ZWO 8 NIA NIA NIA 11620 3,500 AVT9RAGE ANNUAL» DAILY TRAFMC (AADT) IlnClUdes VMIC%s fn VKaft" krmAnns) s.31s11s1U%M2d0DS DOE Milt Level of Service tats A H C D E 2 N/A N/A N/A 4,600 9,600 4 NIA N/A N/A 9,400 20.100 6 NIA NIA NIA 14,200 30,600 B N/A NIA NIA 18,100 41,200 A means the level of service Is not aahlevabla NL Peak Hour Peak 01reallon Throuahlftht vlo Rage for Full 1 -Tour Level of Service LAND A 8 C D E 1 NIA N/A NIA 0.40 0.83 2 N/A N/A N/A 0.41 0.87 3 N/A NIA NIA 0.41 0.88 4 AA A 0.41 0.89 }.11, public itom VL—i— s titc,r"Is f� • • • .! ART -TAB Version 2.0 ---- Arterial Level of Service Volume Fables Based on Chapter 11 of the 1994 Highway Capacity Manuel Update Florida Department of Transportation PublIc ro item With City cicilk PEAK HOUR PFAK DIRECTION VOLUME DESCRIPTION (includes whfcft M ax VS" AIM IMOS) ;ROAD NAME: MLWI AVENUE Intersggtions nermlle From: SE STH ST To: SE TTH ST Level of SoMos PEAK »»>>>x PEAK 01RECTION: NO LANES A 13 c D E Study lime Parlcd: PM PEAK 1 NIA NIA NIA 1,370 1,760 Analysis Dote: JULY 30, 1999 2 NIA NIA NIA 2,950 3,680 Number of Lanes: 3 3 NIA NIA NIA 4580 5,820 AADT: 13684 4 NIA NIA NIA • 6,210 7,680 User Notes: 2001 WITH PROJECT PEAK HOUR VOLUME (BOTH DIRECTIONS) (lndudas ynlildW h &ATA c"Aum 1�anas) TRAFFIC *11ARACTEfR15'TICS Intersections or rolls —Rart9e--Range K FACTOR: 0.085 (0.06.. 0.20) Level of Servlos D FACTOR: 1.000 (0.60,1 DO) LANES A B c D E PHF: 0.950 (0.70-1.00) 2 NIA NIA NIA 1,370 1,760 ADJ. SATUAAT)ON FLOW AAI 1.900 (1400-2000) 4 NIA NIA NIA 2,960 SAW Y TURNS FROM EXCLUS LANE! 58 10.1 8 NIA NIA NIA 4.580 5.620 8 NIA NIA NIA 6,210 7,580 ROADWAY CHARACFEF11511CS AVEIRAGIw A11lNUAL DAILY TRAF'FfC (AAD'I") URBAN, TRANSMONNG, OR 4706des Whrcles 47 VYCYus1W him lanes) RURAL AREA TYPE: U (U, T, or R) 5,88M Intomcdcoa Qj2E Hle ARTERIAL. CLASS: 2 (1, 2. or 3) FREE FLOW SPEED (mph); 35 (40,35,30,25) Level of Service OTA;. LENGTH OF ARTERIAL ON): 0.34 LANES A B C D E MEDIANS (YR: N 2 NIA NIA NIA 18,100 20,700 LEFT AN B YS Y 4 NIA NIA NIA 34,700 43,100 B NIA NIA NIA 53,900 66,100 SIGNAL ZATION CHARACTERISTICS 8 NIA NIA - NIA 73,100 89.200 NO. SIGNALIZED 1fVTMSECTIONS: 2 NIA means the level of aeMae is not aahlevable ARRIVALTYPE, PEAK DIRECTION: 3 (1,2R A.5 or M Peek Hour Peak Direcifon TYPE SIGNAL SYSTEM: S (P. S. or A) Throur;hlftht Wo Ratio for Full Hour (R-ift9wed, A+gQckwffid) L w4l of Service SYSTEM CYCLE LENGTH (se 80 (60 -1 SM LANES A B c 1) E WEIGHTEDTHRU MOVEMEN C: 0.44 0.20-0.8p 1 NIA NIA NIA 0.69 0.88 2 NIA AWA NIA 0.74 0.92 3 NIA NIA NIA 0.77 0.94 4 bM A A 0.78 0.95 PublIc ro item With City cicilk 1-1 • r -i --ART-TAB Version 2.0 Arterial Level of 5eMoe Volume Tables Based on Chapter 11 of the 1994 Highway Capaaty Manuat update Florida Department of'Transporketion DESCRlFnON ROAD NAME: SE 13TH STREET K FACTOR: From: Miami Avenue D FACTOR; To: Bdokell Avenue DEM >>»>a>Y, PEAK DIAEC.TION: StudyTime Period: PM PEAK Analysis Date: Deoember 6, 1999 Number of Lanes: 4 730 AADT: 16104 User Notes: 2001 W/O PROJECT CHARACTIERLSTICS SiONALIZED iNTERSECTIQNS: 1 NAL: TYPE, PEAK DIRECTION: 3 (1,2,8.4,5 or 6) TYPE SIGNAL SYSTEM: S (P, S. or A) hafted, $=Seoal&dU%%d, A--4at4*d) TEM CYCLE LENGTH (sea): 60 (60-1B0) rl' !TED THRU MOVEMENT e/C: 0.55 10.20- 6.s0L PEAK HOUR PEAK DIRECn0N VOLUME //ndudas vefiCIaSln dM*.t e14MIAWesl ---Range--- K FACTOR: 0.092 (0.06 - 0.20) D FACTOR; 0.668 (0.60-1.001 PHP 0.825 (0.70.1.00) I. SATURATION FLOW HATE: 1.900 (1400-2000) 'URNS FROM DCCLUSIVE WM1 0 (0-190Y ADWAY CHARACTERISTICS 730 URBAN, TRANSMONNG. OR 2 RURAL AREA TYPE: U (U, T, or R) ARTERIAL CLASS: 3 (1, 2, or 3) FREE FLOW SPEED (mph): 35 (85, 30, or 25) TAL LENGTH OFAWERIAL (miyc 0.17 MEDiAi1l8 (YIN): N SiONALIZED iNTERSECTIQNS: 1 NAL: TYPE, PEAK DIRECTION: 3 (1,2,8.4,5 or 6) TYPE SIGNAL SYSTEM: S (P, S. or A) hafted, $=Seoal&dU%%d, A--4at4*d) TEM CYCLE LENGTH (sea): 60 (60-1B0) rl' !TED THRU MOVEMENT e/C: 0.55 10.20- 6.s0L PEAK HOUR PEAK DIRECn0N VOLUME //ndudas vefiCIaSln dM*.t e14MIAWesl Submitt0d into the publlio record in c,a epi rta,arl with item on .11 w�.tfnoi W ,?-jer, Foeffla n City Cierk Level o1 Samoa Larvas A 9 C D E I NIA 390 660 730 760 2 NIA 820 1,370 1,490 1.650 3 NIA 1,260 2,090 2.260 2340 4 NIA 1,700 2,320 3.010 3,130 PEAK HOUR VOLUME (BOTH DIREG"TIONS) OnaA des KWass/n mw&s4w Nm Imes) Intersedgos narmila Level of SenAce L.Am A 6 C D E 2 RA 680 1180 1,290 1,340 4 NIA 1.410 2,410 2,620 2,7$0 S IIIA 2,220 3.680 3,96(1 4,130 8 NIA 3,000 4,570 SAW 5,520 AVERAG ANNUAL DAILY FFIC (AADT) //rrduOW vahk:lw" AAWW" hum lanes) Intersections oer mile Level of Service Lames A B C D E 2 NIA 7,400 12,600 14.000 14,600 4 NIA 166,700 26,100 23,500 28.700 B NIA 24,100 40,000 43,000 44.800 8 N/A 32,800 54,000 57,600 80,000 A means the level a1 service is not arahlevable Peak Hour Peak Direction T hrough/Ftlaht vlc Ratio for Full Hour Level of Service LANES A B C D E 1 N/A 0.49 0.84 0.93 0.87 2 N/A 0.52 0.87 0.95 0.89 3 NIA 0.54 0.89 0.96 1.00 4 WA 0.54 0.90 0.95 1.00 Submitt0d into the publlio record in c,a epi rta,arl with item on .11 w�.tfnoi W ,?-jer, Foeffla n City Cierk • • ART -TAB Version 2.0 Arterial Level of Service Volume Fables Based an Chapter 11 of the 1994 Highway Capacity Manual Update Florida Department of Transportation August 1995 DESCRIPTION PEAK HOUR ROAD NAME: SE 7TH STREET From: To: PEAK »»»»>: PEAK DIRECTION: WS StudVTime Period: PM PEAK Anslvsia Bete: JULY 30,1999 Number of Lanes: 3 AADT: 10000 UserNotes: 2001 W[TH PROJECT TF9AFAC CHARACTERISTICS 780 980 —Range --- K FACi'OR: 0.085 (0.06-0.20) b F'ACT'OR 1.000 (0,50-1.00) PHR 0.925 (0.78-1.00) ADJ. SATURAMON FLOW RATE: 1,9010 (1400.2000) Va TURNS FROM EXCLUSIVE LANE! 25 0-100 ROADWAY CHARACTERISTICS N/A N/A URSAN,TRANSITIONINQ OR 4,230 RURALAREATYPE: U (IJ, T, or P). ARTEPJAL CLASS. 2 (1, 2, or 3) FREE FLOW SPEED (mph): 35 (40,35.30,26) TOTAL LENGiH OF ARTERIAL (mi): 0.17 MEDIALS (YIN): N L.EFTTURN BAYa Y SIGNALIZATION CHARACTERISTICS NO. SIGNALIZED INTERSECTIONS: 1 ARRNALTYPE, PF_AK DIRECTION 3 (1.2,3.4.5 or 6) TYPE SIGNAL SYSTEM: S (F? S, or A) (1-Prehmert'S Semiedueted A-Aduatao SYSTEM CYCLE LENGTH (st Be (90-160) ,,VvElGffMD THRU MOVEMENT C 0.45 0.20 - 0.8 Ctabr 1iffod into tho public relCercl o,., with iters Z — ;� Crl City Clerk PEAK HOUR PEAK DIRECTIONVOLUME Afldudes vahiclesAnar>: WI etumlaaasj 5.882953 Intersedgns_ner mife Level of Service LMM A a C D E 1 WA N/A NIA 780 980 2 N/A NIA N/A 1,690 2,050 3 NIA N/A N/A 2.590 3.150 4 NIA N/A N/A 3,520 4,230 PEAK HOUR VOLUME BOTH DIRECTIONS) 1lndudas veh/dasinaw,las1kv&11nlanes) 5.882353 Inter -sections per mile Level of Service rANEs A 6 C D E 2 NIA NIA N/A 780 980 4 NIA NIA N/A 1,690 2,050 6 NIA NIA N/A 2.590 3,150 8 N/A NIA NIA 3,520 4,230 AVERAGE ANNUAL DAILYF I (AA13 /enas� Agddudas rrehideSM axdusnra tum5182�_53 1nWmgjdoLje par mile Level of Service LANm A B C D E 2 NIA NIA NIA 9,200 11,600 4 NIA NIA NIA 19,800 24,100 6 N/A N/A NIA 30,500 37,000 8 NIA NIA NIA 41.100 49.900 N A means the level of service is nal achievehie Peak Hour Peak Direction Thraugh/Righty/c RtWofor Full Hour Level of Service �1 E0.86 NIA N/A N/A 0.66 2 NIA NIA N/A 0.74 0.90 3 N/A N/A N/A 0.76 0.82 4 A' NIA N A 0.77 0.93 Ctabr 1iffod into tho public relCercl o,., with iters Z — ;� Crl City Clerk • • • • - 0 ART -TAB Version 2.0 Arterial Level of Services Volume Tables Based an Chapter 11 aftha 1999 Highway Capacity Manual Update Florida Department of Transportation DESCRIP'nON ROAD NAME: SE eTH STREET From: To: BEAK —>>>>>xPEAK DIRECTION: EB Study Time Period: PM PEAK Analysis Data: .JULY $0, 1999 Number of Lanes: 3 AADT: 14300 Usar Note4: 2001 WITH PROJECT CHARACTERIST1Cs CHARACTERISTICS SIGNAL VED INTERSI:CFIONSc ---Range-- K FACTOR: 0.085 (0.06-0.2D) D FACTOR: 1.000 (0.60-1,00) WHF. 0.826 (0.70-1.00) J. SATURATION. FLOW RATE: 1,900 (1400.2000) URNS FROM M7 QLUSNE LANE; 25 ADWAY CWARACT'ERI"CS NWA Ur2AN, TRANSMONING, OR 2 RURAL AREA TYPE: U (U, T. or R) ARTERIAL CLASS: 2 (1, 2, or 3) FREE FLAW SPEED (mph): 35 (40,36,30,26) TAL LENGTH OF ARTERX (ml): 0.17 MEDIANS (YIN): N CHARACTERISTICS SIGNAL VED INTERSI:CFIONSc 1 WALTYPE, PEAK DgRECTION: ' 9 (1,2.9,4.5 or 6) TYPE SIGNAL SYSTEM: S (P, S, or A) �R�'re13»ad, A�emlrc�d, As4atr�oladJ TEM CYCLE L-ENGTH (sec): 80 (50-180) rWTPn't 14P1J MnvPuMr nkr- n ai m qn _ n Rrn PEAK HOUR PEAK DIRECTION VOLUME /hauler ►whiles /n &AWWhw lum lutes) t7(1�L7i7�LRAi.vi..? into inn, public record i�� with item s,y c?ri Irol Wall., F-ocman city Clerk Level of Service LANES A B C D E 1 NIA NIA NIA NWA 390 2 NWA NIA NWA NIA tb40 3 NWA WA NIA NIA . 1,320 4 NWA NWA NIA NIA 1,790 PEAK HOUR VOLUTA>? (BOTH DIRECTIONS) M=Vdes swhlles h axt:/kwW 1rm Imes) IDttMMdgns per mile Level of Service LANES A B C D E 2 NWA NWA NIA NIA 390 4 NWA NIA NWA NIA 840 6 NWA NIA NWA NIA 1,920 8 NIA NIA NWA NIA 1,790 AVERAGE ANNUAL DAILY TRAFRC (W n /Indudea Wh/Ci98k7 M kit" hv» I WO$) 6&= 1nier jg gas per mile Level of Selvlce LAMS A 9 C D E 2 NIA NWA NWA NWA 4,600 4 NIA NWA, NIA NIA SAW 8 NIA NIA NIA NIA 16,600 8 NWA NIA WA NWA '21,000 A means the tevel of service is not achi vable Weak Flour Peak Direction Through/Right via Redo for Fug Hour Leve( of Service LANES A 9 C D E I NWA NWA NWA NWA 0.73 2 NIA NWA NIA NIA 0.79 8 NIA NIA NWA NIA 0.82 4 A NLA A A 0.84 t7(1�L7i7�LRAi.vi..? into inn, public record i�� with item s,y c?ri Irol Wall., F-ocman city Clerk 0 0 • 0 0 APPENDIX G Level of Service For Future Plus Volumes With Modifications P roj ect T raffi c Intersection reCOM 4L item EL --k- u:. 11 .1s,7 0 0 HCS2000: Signalized Intersections Release 4.1 Analyst: J. AHLSTRDT inter.: SE STH ST/BRICKELL AVE Agency: Area Type: CBD or Similar Date: 6/26/01 Jurisd: MIAMI/FLORIDA Period: PM PEAK Year : FUTURE W/PROJECT Project ID: PARK PLACE MODIFIED INTERSECTION E/W St: SE 8TH STREET NIS St: BRICKELL AVENUE No. Lanes LGConfig Volume Lane Width RTOR Vol Eastbound L T R 2 2 0 L TR 563 551 365 1.2.0 12.0 IGNALIZED INTERSECTION SUMMARY Westbound Northbound L T R I L T R 2 0 1 L R 457 853 12.0 12,0 0 2 1 T P 2656 293 12.0 12.0 L T R 2 3 0 L T 342 1643 12.0 7.2.0 Duration 1.00 Area Type: CBD 'or Similar Signal operations Phase Combination 1 2 3 4 5 6 7 6 EB Left A NB Left Thru A Thru P Right A Right P Peds Peds WB' Left A A SB Left A Thru Thru A P Right A Right Peds Peds NB Right EB Right SH Right WB Right Green 24.0 10.0 8.0 55.0 Yellow 4.0 4.0 3.0 4.0 All Red 1.0 1.0 0.0 1.0 Cycle Length: 115.0 secs Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) V/C g/C Delay LOS Delay LOS Eastbound L 645 3090 1.05 0.21 177.6 F TR 0.09 Westbound L 3090 0.34 R 124 1.425 0.09 Northbound T 1523 31.85 1.88 0.48 F R 682 1425 0.48 Southbound L 215 3090 1.65 0.07 F T 2627 4577 0.71 0.57 18.6 B 297.1 F Intersection Delay = (sec/veh) Intersection LOS = IIL d,`d G,I L.r'�: iY!� • 0 0 HCS2000; Signalized Intersections Release 4.1 Analyst: J. AHLSTEDT Inter.: SE 7TH ST/MIAMI AVE Agency: Area Type: CBD or Similar Date: 6/26/01 Juried: MIAMI/FLORIDA Period: PM PEAK Year : FUTURE W/PROJECT Proj act ID: PARK PLACE MODIFIED INTERSECTION E/W St: SE 7TH STREET NIS St: MIAMI AVENUE L T —SIGNALIZED INTERSECTION SUMMARY Westbound Northbound R L T R I L T R No. Lanes 0 0 0 0 3 0 LGConfig TR Volume 1332 69 Lane Width 12.0 RTOR Vol 0 2 1 0 L T 854 478 12.0 12.0 Southbound L T R 0 0 0 Duration 1.00 Area Type: CBD or Similar Signal Operations Phase'Combination 1 2 3 45 6 7 8 EB Left NF3 Left P Thru Thru P Right Right Peds Peds WE Left SB Left Thru P Thru Right P Right Peds Peds NB Right EB Right SB Right 4 WE Right Green 32.0 39.0 Yellow 4.0 4.0 All Red 1.0 Cycle Length,: 80.0 secs Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity ($) v/c g/C Delay LOS Delay LOS Eastbound Westbound TR 1853 4632 0.95 0.40 38.5 D 39.5 D Northbound L 1383 2836 0.83 0.49 24.1 C T 667 1366 0.86 0.49 34.2 C 27.5 C Southbound Intersection Delay - 33.0 (seo/veh) Intersection LOS = C ;I' ",cd into tfio public rcco d in CO�3di�u't:;x'i 44 with P afn ZL-!t_ on A!7__/_rA 141 I. 1>11 • �J • • HCS2000: Signalized Intersections Release 4.1 Analyst: J. ARLSTEDT Inter.: SE 15TH RD AND MIAMI AVE Agency: Area Type: CSD or Similar Date: 6/26/01 Jurisd: MIAMI/FLA Period: PM pK HR Year : FUTURE W/PROJECT Proj act ID- PARK PLACE MODIFIED INTERSECTION BIW St: SE ].5TH ROAD NIS St: S. MIAMI AVENUE SIGNALIZED INTERSECTION SUMMARY _ Eastbound Westbound Northbound ! Southbound L T R L T R L T R ! L T R No. Lanes 0 2 0 0 2 0 0 2 0 0 2 0 LGConfig LTR TR LTR LTR Volume 123 316 247 134 25 189 145 74 22 244. 19 Lane Width 12.0 12.0 12.0 12.0 RTOR Vol 160 0 0 0 Duration 1.00 Area Type: CBD or Similar - Signal Operations Phase Combination 1 2 3 4 5 6 7 8 BB Left A NB Left A Thru A Thru A Right A Right A Peds J Peds WB Left. A SB Left A Thru A Thru A Right A Right A Pads Peds NS Right EB Right SB Right WB Right Green 25.0 25.0 Yellow 4.0 4.0 All Red 1.0 1.0 Cycle Length.- 60.0 secs Intersections Performance Summary Appr/ Lane Adj sat Ratios Lane Group Approach vane Group Flow Mate Grp Capacity (s) V/c g/C Delay LOS Delay LOS Eastbound LTR Westbound 1028 2466 0.72 0.42 17.0 B 17.0 B TR 1296 3111 0.16 0.42 Northbound LTR 960 2304 0.39 0.42 Southbound LTR 1206 2894 0.34 0.42 11.0 B 1.1.0 B 12.5 B 12.5 B 12.1 B 12.1 B Intersection Delay = 14.1 (sec/veh) Intersection LOS = B into the pubile in connecijon with iter -ii ftnk egrl 11!!=1_T_ --6L Gity Clerk • • No. Lanes LGConfig Volume Lane Width R.TOR Vol Eastbound L T R 2 1 0 L TR 401 195 239 12.0 12.0 0 SIGNALIZED INTERSECTION SUMMARY Westbound Northbound L T R L T R 1 2�0 L TR 1.83 411 148 12.0 12.0 0 1 2 0 L TR 439 1800 111 12.0 12.0 0 Southbound L T R 1 2 1 L T R 95 1885 744 12.0 12.0 12.0 0 Duration 0 Area Type: CBA or Similar HCS2000: Signalized Intersections Releasee 4.1 1.624 Analyst: J. AHLSTEDT Inter.: SE 13TH ST\BRICKELL AVE Agency: 2 Area Type: CBD or Similar Date: 6/26/01 Jurisd: MIAMI/FLORIDA Period: PM PK HR - Year : FUTURE W/PROJECT Project ID: PARK PLACE MODIFIED INTERSECTION TF, 1979 E/W St: SE 13TH STREET NIS St: BRICKELL AVENUE • • No. Lanes LGConfig Volume Lane Width R.TOR Vol Eastbound L T R 2 1 0 L TR 401 195 239 12.0 12.0 0 SIGNALIZED INTERSECTION SUMMARY Westbound Northbound L T R L T R 1 2�0 L TR 1.83 411 148 12.0 12.0 0 1 2 0 L TR 439 1800 111 12.0 12.0 0 Southbound L T R 1 2 1 L T R 95 1885 744 12.0 12.0 12.0 0 Duration 1.00 Area Type: CBA or Similar L 203 1.624 1.19 Signal Operations 438.5 F TR 389 Phase Combination 1 2 3 4 F F 5 6 7 8 EB Left A NB Deft A Thru A F TF, 1979 Thru A Might A Right A Peds Peds WS Left A SH Left A Thru A j Thru A Right A Right A Peds Peds NE Right EB Right SB Right A WB Right Green 16.0 15.0 74.0 Yellow 4.0 4.0 4.0 All Red 1.0 1.0 1.0 Cycle Length: 120.0 Intersection Performance Summary. - Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow bate _ Grp Capacity (s) v/c g/C Delay LOS Delay LOS Eastbound L 420 3152. 1.1.9 0.13 423.9 F TR 211 1581 2.45 0.13 F F Westbound L 203 1.624 1.19 0.13 438.5 F TR 389 31.14 1.95 0.13 F F Northbound L 60 92 8.03 0.62 F TF, 1979 3209 1.13 0.62 259.1. F F Southbound L 60 92 2.13 0.62 F T 2004 3249 1..00 0.62 63.7 E 135.4 F R 1151 1454 0.73 0.79 8.7 A intersection Delay = (sea/veh) Intersection LOS = F 8ubrr,i*}nd Into the public: ,� cc nnoctiorr with -ion• 15�-0 ti'kiilar i'4 m' a.n secs • 9 0 APPENDIX H Corridor AnalA&MR-ld Vin public record jjt item 1 7 i 1 32 c;Hq Cji"71rlf 0 INT&QDUgTON . A level of service'analysis was conducted using the techniques contained in the adopted JrEI ent-of thq QmPrAbensi e N i b hood Plan 1989-2000. These techniques are contained in the City of Miami publication Trans rkatig GQr6dars: Ue-e-tirna I Qballgagiar as revised September 1990. In performing the analysis,. of the three possible scenarios available, Scenario 2 - maximum auto was used. The level of service analysis for Park Place At B,rickell is documented in Tables 1 through 4. The Brickell Corridor was generally defined to include the area between Biscayne Bay and SW 6th Avenue south of the Miami River and north of 25th Road. Major roadways providing capacity to the corridor are: Brickell Avenue ■ Miami Avenue ■ NW 2nd Avenue ■ SEISW 7th Street ■ SEISW 8th Street ■ SEISW .13th Street Major transit routes providing capacity to the corridor are: ■ Metrobus Routes 48; 95, B, 6, 8 and 24 a Metrorail ■ Metromover 9X157INQ VQQ-LEY19LQE SE VR lCE recorcl iii horn Table 1 presents an analysis of the existing 2000 corridor level of service. Roadway vehicular capacities (column 2) were based upon data contained in Irans.pgriatiQ0rri ors: MeetingAhe. Qhallfflgef r h Maroanement in Miami as revised September 1990. Roadway vehicular volumes (column 4) were taken from Florida Department of Transportation (FDOT) District 6 published 1999 Average Annual Daily Traffic (AADT) data. This data was adjusted to 2000 by applying a growth factor of 2% per year. These AADT volumes were adjusted to reflect peak hour conditions by applying factors contained in the FDOT publication E19d a'$ Lpyet pf t n ar and Quidgli ies Manual for Planning, also known as the FDOT 1998 LCIS Manual. Roadway vehicular volumes on Miami Avenue and NW 2nd Avenue were taken from Park Place At BNCkell 2,14)--�A" . 'n$s thfl-p�I�b*�f��----..•. June 26, 2009 roe' "' ,faC i"�€cPi j�tPage 1 0 0 original traffic counts.. obtained from other studies in the Bricked Avenue area. Mass Transit n t person trip. capacities" (columns 8, 9. and 10)were calculated from route schedules and equipment information supplied by the Miami -Dade Transit Agency (MDTA) and data contained in 'o i or : t a Management in Miami as revised September 1990. Average weekday ridership data was obtained from MDTA. Total route ridership was available for Metrobws. Ridership for the section of Metrorail south of Government Station was available for Metrorail. Ridership for the Brickell leg of the Metromover was provided by MDTA. Additionally, MDTA provided an estimated percentage.of person trips during the peak d hours of the day. Because the Metrobus data reflected ridership on the entire route, some percentage of which is typically outside of the Bricked Corridor, it was necessary to estimate the portion of the total route ridership which was actually on the buses when they were in the corridor. To facilitate this estimate of segment volumes, 1997 through 1999 data on Metrobus boardings in the corridor was obtained from Metrobus surveys. Transit volumes (column 12) were calculated using the ridership data and the percentage of passengers during the peak hours supplied by MDTA and estimating ridership in the corridor from actual load factors calculated from the Metrobus survey data. Thus, the transit volumes shown in column 12 reflect actual load factors calculated from MDTA surveys. As can be seen from Table 1, the existing Brlckell Corridor currently operates at (revel of Service "A". vEdbrd��a+ ,r;n": public rocord 4;� �;,:, �. item ?• , .� a� VVI�Ii p�C`ilda �o/rd/ QtIl ('_1940 Park Plate At Brlckell Page 2 June 26, 2001 • AUTO PERSON TRIPS 24,309 79.00% • TRANSIT PERSON TRIPS • 0.60 A TOTALPERSONTRIPS • 0.61 B 0.70 B - - - - - TA13LE 1 - EXISTING 2000 LEVEL OF SERVICE ANALYSIS 0.80 C 0.81 D 0.90 D ROADWAY MODE 0.91 E MASS TRANSIT MODE 1.00 E CORRIDOR TOTALS 1.01 F Metrobus Peak 4 -Hr Period Ridership ROADWAY ROADWAY ROADWAY ROADWAY ROADWAY _ LOCAL BUS EXPRS BUS TOTAL TOTAL TRANSIT CORRIDOR CORRIDOR CORRIDOR CORRIDOR CORRIDOR NAME 2000 ROADWAY VEHICULAR PERSON TRIP VEHICULAR PERSONTRIP EXCESS PERSON PERSON TRIP PERSON TRIP PERSON TRIP PERSON TRIP TRANSIT TRANSIT PERSON PERSON PERSON PERSON PERSON Principal Roadway(s) CORR TYPE CAPACITY CAPACITY VOLUME VOLUME PERSON TRIP TRIP SEISW Bin Street (5090) AADT CAPACITY CAPACITY CAPACITY CAPACITY PERSOT4 TRIP TRIP TRIP TRIP TRIP V/C LOS 17,363 @ PPV = @ PPV = CAPACITY V/C LOS @ LOAD = @ LOAD = @ LOAD = @ LOAD = TRIP EXCESS CAPACITY VOLUME EXCESS 95 B 0.21 0.24 0.78 0.95 .7'7, t'! p1UMO 6 5 6 1.4 BW 0.25 0.60 DESIGN DESIGN DESIGN DESIGN VOLUME CAPACITY 0.66 0.19 CAPACITY 24 0.31 0.34 (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (56) 1171 BRICKELL CORRIDOR HS 3,050 4,270 1,490 0.74 C 5,760 4,270 1,490 0.74 C Brickell Avenue (550) 3,600 5,750 69 69 27 69 27 42 0.39 A ' Metrobus Rte 48 - 173 173 40 533 2 773 40 732 0.23 A Metrobus Rio 95 552 552 586 366 552 166 366 0.34 A Meimbus Rte B 3,050 427D 1,400 0.74 C 621 573 0 794 253 540 6554 4,523 2,030 0.69 B Brickell Avenue Subtotal 3500 _ 5760 . ___ . ,.., .coo v Esq n 37 a 4,352 1,599 2,753 0.37 A V LOS TABIF AUTO PERSON TRIPS 24,309 79.00% 0.90 A TRANSIT PERSON TRIPS 6,460 21.00% 0.60 A TOTALPERSONTRIPS 30,769 100.00% 0.61 B 0.70 B - - - - - 0.71 C 0.80 C 0.81 D 0.90 D 0.91 E 1.00 E 1.01 F Metrobus Peak 4 -Hr Period Ridership 56.00% of daily ridership Metroraii Peak 4 -Hr Period Ridership 66.00% of daily ridership Matmmover Peak 441r Period Ridership 51.001% of daily ridership , GROWTH FACTOR= 1.02 Per Year 1999 2000 K PK HR Brickell Avenue (550) AADT 32,500 33,150 0.092 3,050 Miami Avenue PK HR 11120 1,142 1.000 1,142 NW 2nd Avenue PK HR 710724 1.000 724 1-95(2102) MDT 98,000 99,960 0.088 8,796 6EISW 7th Street (5091) MDT 9,900 10,098 0.092 929 SEISW Bin Street (5090) AADT 13150013,770 0.092 1,257 SE/SW 13th Street(86) APRT 15,500 15,810 0.092 1,455 17,363 TRANSIT SEGMENT FACTORS Route AM PM 48 0.24 0.14 95 B 0.21 0.24 0.78 0.95 .7'7, t'! p1UMO 6 0.46 0.40 r@C^�" BW 0.25 0.60 8E 0.66 0.19 item 24 0.31 0.34 W J4' _ ...^,. City CieffC Page 3 Park Place At Brickeil June 26, 2001 - 1 '2 2 3 • • 0 YFAR. 200 L9MEL OE SERYIC9 WIIHOUT TIJ9 MQJEQT Table 2 presentsan analysis of the future year 2005 corridor level of service without the project. Roadway vehicular volumes and mass transit volumes was taken from Table 1 (1999) and adjusted to the year 2005 by applying a growth factor of 2% per year and adding committed development traffic, As can be. seen from Table 21 it is estimated that the Brickell Corridor will operate at Level of Service "N' in the year 2005 without the project. SubmIttnd into tho publle record in with item or, Walter Foeman City Clerk Park Place At Bricked F Page 4 .tuna 26, 2001 3 li 4 LOS TABLE • AUTO PERSON TRIPS 29,223 80.38% K • TRANSIT PERSON TRIPS TABLE 0.6 A TOTAL PERSON TRIPS • 0.51 B 3,559 0.7 B 1,120 1,142 0.71 C 2 - 2005 LEVEL OF SERVICE ANALYSIS WITHOUT PROPT 0.81 D 835 0.9 D 98,000 99,950 0.91E 8,795 9,712 ROADWAY MODE AADT 9,900 10,098 1.01 F MASS TRANSIT MODE_ SE/SW 8th Street (5090) AADT CORRIDOR TOTALS 13,770 0.092 1,267 CORRIDOR NAME 2005 ROADWAY ROADWAY ROADWAY ROADWAY ROADWAY ROADWAY _ LOCAL BUS FXPRS BUS RAIL TRANSIT TOTAL TOTAL TRANSfT CORRIDOR CORRIDOR CORRIDOR CORRIDOR Principal Roadway(s) CORR TYPE VEHICULAR CAPACITY PERSONTRIP CAPACITY VEHICULAR VOLUME PERSONTRIP EXCESS VOLUME PERSON TRIP PERSON TRIP PERSONTRIP CAPACITY PERSCNTRIP PERSONTRIP TRANSIT CAPACITY CAPACITY CAPACITY TRANFX PERSON PERSON TRIP PERSON TRIP PERSON TRIP PERSON TRIP PERSON TRIP @ PPV = items @ PPV = CAPACITY V/C LOS @LOAD = LOAD = @ LOAD = (ol LOAD = TRIP EXCESS CAPACITY VOLUME EXCESS VIC LOS City Qetk Park Place At Bnckell 1.6 1.4 DESIGN DESIGN DESIGN DESIGN VOLUME CAPACITY CAPACITY (1) (2) (3) (4) (5) (6) p) (8) (9) (10) (11) (12) (13) (14) (15) (15) (17) BRICKELL CORRIDOR HS Brickell Avenue (550) 3,600 - 5,760 3,559 4,983 777 0.87 D 5,760 4,983 777 0.87 D Metrobus Rte 48 69 69 30 39 69 30 39 0.43 A Metrobus Rte 95 173 173 45 128 173 45 128 026 A Metrobus Rte S 552 552 205 346 552 205 345 0.37 A Bnckell Avenue Subtotal 3,6D0 5,760 3,559 4,983 777 087 D 621 173 794 280 514 6,554 5283 1.291 0.80 C Mlami Avenue 2,720 4,352 1,613 2,259 2,093 0.52 A 4,352 2,259 2,093 0.52 A Metrobus Rte 6 138 138 21 117 138 21 117 0.15 A li 4 LOS TABLE AUTO PERSON TRIPS 29,223 80.38% K A TRANSIT PERSON TRIPS 7,133 19.62% 0.6 A TOTAL PERSON TRIPS 36,356 100.00% 0.51 B 3,559 0.7 B 1,120 1,142 0.71 C 1,513 0.8 C 710 724 0.81 D 835 0.9 D 98,000 99,950 0.91E 8,795 9,712 1E AADT 9,900 10,098 1.01 F 1,165 GROWTH FACTOR= 1.02 Per Year 1999 2000 K PK HR 2005 Bnckell Avenue (550) AADT 32,500 33;150 0.092 3,050 3,559 Miaml Avenue PK HR 1,120 1,142 1.1300 1,142 1,513 NW 2nd Avenue PK HR 710 724 1.000 724 835 1-95(2162) AADT 98,000 99,950 0.088 8,795 9,712 SE/SW 7th Street(6091) AADT 9,900 10,098 D.092 929 1,165 SE/SW 8th Street (5090) AADT 13,500 13,770 0.092 1,267 1,891 SE/SW 13th Street (86) AADT 15,500 15,810 0.092 1,455 2,098 20,873 reg - LuiEh items City Qetk Park Place At Bnckell June 26, 2001 Page 5 3 l� • PR.E,RAFFIC Table 3 presents project traffic and mass transit rldershlp based upon PM peak hour project traffic. The project is located in Traffic Analysis Zone (TAZ) 673, The cardinal distribution of the traffic within TAZ 673 was obtained from Miami -Dade County, The distribution is as follows: North -Northeast 22.68% East -Northeast, 6.59% East -Southeast 0.64% South -Southeast 0.96% South -Southwest 4,76% West -Southwest 22.44% West -Northwest 18.67% North -Northwest 23.26% Using this trip distribution, the project,trip assignment was determined. This is shown in Figure 1. Cnbmit¢^d into tin public record i a ;m _ion with item _- .. to; ....11 /- 6► Vt'aat;r Foeman CitY Clerk Park Place At Brkckell Page 6 ,lens 26, 2041 ® 2 i t 3 a. "" . C • AUTO TOTAL i VEHICLE TRIPS 269 NIA PERSON TRIPS 377 • �) TRANSIT TRIPS AS PERCENT OF TOTAL TRIPS • TOTAL TRANSIT PERSON TRIPS 66 TRANSIT ASSIGNMENT PERCENT TABLE 3 - PROJECT TRAFFIC Metrobus Rte 48 0.42-k 0 Metrobus Rte 95 0.62% 0 Metrobus Rte B 2.88% 2 M&obus Rte 6 0.30% 0 Metrobus Rte 8 WB MASS TRANSIT MODE 3 Metrobus Rte 8 EB CORRIDOR TOTALS 3 Metrobus Rte 24 3.09% 2 ROADWAY MODE Metromil 79.17% LOCAL BUS EXPRS BUS RAIL TRANSIT TOTAL TOTAL TRANSIT CORRIDOR CORRIDOR CORRIDOR CORRIDOR CORRIDOR NAME 2000 ROADWAY ROADWAY ROADWAY ROADWAY ROADWAY ROADWAY PERSON TRIP PERSON TRIP PERSON TRIP TRANSIT TRANSIT PERSON PERSON PERSON PERSON PERSON Pnndpal Roadway(.) CORR VEHICULAR PERSON TRIP VEHICULAR PERSON TRIP EXCESS PERSON CAPACITY CAPACITY CAPACITY CAPACITY PERS0i3 TRIP TRIP TRIP TRIP TRIP TYPE CAPACITY CAPACITY VOLUME VOLUME PERSON TRIP TRIP Vic @ LOAD = @ LOAD = @ LOAD = @ LOAD = TRIP EXCESS CAPACITY VOLUME EXCESS VIC PPV = @ PPV = CAPACITY DESIGN DESIGN DESIGN DESIGN VOLUME CAPACITY CAPACITY 16 1.4 (9) (10) (11) (1Z) (13) (14) (75) (16) (17) (1) f2) (3) {4) (5) (6) (7) (8) BRICKELL CORRIDOR HS 5,760 48 5,712 0.01 Bnckell Avenue (550)3,600 5,780 34 48 5,712 0.01 69 0 69 69 0 69 0.00 Metrobus Rte 48 89 173 173 0 172 173 0 172 0.00 Metrobus Rte 95 552 552 2 550 552 2 550 0.00 McVobus Rte B 173 0 794 3 - 791 6,554 6,503 0.01 aa.�en e.,e,.,�e 9mtetal 3.600 5,760 34 48 6,712 0.01 621 4.352 5 153 4,199 0.04 10) Park Place At Mckell June 26, 2001 Submitted int^ the public record in Yo - Rem ZL-n�- 0 ndr--ol_ Git�,r Ci�:•:< AUTO TOTAL VEHICLE TRIPS 269 NIA PERSON TRIPS 377 443 �) TRANSIT TRIPS AS PERCENT OF TOTAL TRIPS 15.00% TOTAL TRANSIT PERSON TRIPS 66 TRANSIT ASSIGNMENT PERCENT Metrobus Rte 48 0.42-k 0 Metrobus Rte 95 0.62% 0 Metrobus Rte B 2.88% 2 M&obus Rte 6 0.30% 0 Metrobus Rte 8 WB 4.55% 3 Metrobus Rte 8 EB 5.01% 3 Metrobus Rte 24 3.09% 2 Metromil 79.17% 53 Metromover 3.96% 3 100.00% 66.4588235294 10) Park Place At Mckell June 26, 2001 Submitted int^ the public record in Yo - Rem ZL-n�- 0 ndr--ol_ Git�,r Ci�:•:< • I * June 26, 2DOI SE &d St r SE 4th M N I Y SE 8th St SE 6th St sW71h St 3271 SWOthSt 4 a � a SW10 st p a swishat / e a w SITE BISCAYNE BAY LEGEND Metmrail Station ® Metromover Station PM PEAK HOUR PROJECT TWFIC 4 7 PROJECT TRAFFIC M'M Submitted Into thc" publfo FIGURE 1 record in covmc rti(m with PROJECT TRAFFIC ASSIGNMENT item on I -L- • jo Walter Foomnn Page 8 City Clnrf( • 0 Project transit ridership was estimated based upon the assumption that 15% of project person trips would be by mass transit. Assignment of person trips to the various transit modes and routes was done proportionally to their existing ridership figures. As an example, since 79% of the mass transit ridership in the corridor was estimated to be on MetroraH, 79% of the project person trips using mass transit was assigned to Metrorail. CE WITH THE PROJECT Table 4 presents an analysis of the future year 2405 corridor level of service with the project. Roadway vehicular volumes and mass transit volumes were determined by adding the data from Table 2 (Year 2005 Without Project) and Table 3 (Project Traffic). As can be seen from Table 4, it, is estimated that the Brickell Corridor will operate at Level of Service "A" in the year 2005 with the project. SilbmMcrl 4nt0 thy' pubilc rocord leo ,,` ari with Item f 3",L Walter 1=ocman City Clerk Part Place At 8rlakell ,i ; J Page 9 June 26, 2001 LOS TABLE • AUTO PERSON TRIPS • 80.44% • TRANSIT PERSON TRIPS • 19.56% 06A TOTAL PERSON TRIPS 36,799 TABLE 4 - 2005 LEVEL OF SERVICE WITH PROJECT 0.61 B 0.7 B MASS TRANSIT MODE 0.71 CORRIDOR TOTALS 0.8 ROADWAY MODE LOCAL BUS EXPRS BUS RAIL TRANSff TOTAL TOTAL TRANSIT CORRIDOR CORRIDOR CORRIDOR CORRIDOR CORRIDOR NAME 2005 ROADWAY ROADWAY ROADWAY ROADWAY ROADWAY ROADWAY PERSON PERSON TRIP PERSON TRIP PERSON TRIP TRANSIT TRANSIT PERSON PERSON PERSON PERSON PERSON Pdndpal Roadvray(s) CORR VEHICULAR PERSON TRIP VEHICULAR PERSON TRIP EXCESS CAPACITY CAPACITY CAPACITY CAPACITY PERSON "R21P TRIP TRIP TRIP TRIP TYPE CAPACITY CAPACITY VOLUME VOLUME PERSON TRIP TRIP Vic LOS @ LOAD = @ LOAD = @ LOAD = @ LOAD = TRIP EXCESS CAPACITY VOLUME CESS V!C LOS PK HR 2005 PROJECT @ PPV = @ PPV = CAPACITY 0.092 D DESIGN DESIGN DESIGN DESIGN VOLUME CAPACITY Miami Avenue CAPACITY 1,120 1,142 1.000 1,142 1,613 109 16 14 710 724 1.000 (8) (9) (10) (11) (12) (13) (14) (15) (16) 117) 0.068 8,796 (1) (2) (3) (4) (5) (6) 17) .. _ 929 1,165 SE/SW 8th Meet(WM) AADT 13,500 13,770 0.092 BRICKELL CORRIDOR HS SEJSW 13th Street (85) AADT 15,500 15,810 D 1,455 2,098 8 5,760 5,031 729 D.B7 D Brickell Avenue (550) 20,873 3,600 5,750 3,593 5,031 729 0.87 69 30 39 69 30 39 0.43 A 69 ___ ,.., ._ .ten 17145 128 D.26 A LOS TABLE AUTO PERSON TRIPS 29,599 80.44% A TRANSIT PERSON TRIPS 7,199 19.56% 06A TOTAL PERSON TRIPS 36,799 100.00% 0.61 B 0.7 B 0.71 C 0.8 C 0.61 0 0.9 D 0.91 E 1 E 1.01 F GROWTH FACTOR = 1.02 Per Year 1999 2000 K PK HR 2005 PROJECT Bnckell Avenue (550) AADT 32,500 33,150 0.092 3,050 3,559 34 Miami Avenue PKHR 1,120 1,142 1.000 1,142 1,613 109 NW 2nd Avenue PK HR 710 724 1.000 724 836 195 (2162) AADT 96,000 99,980 0.068 8,796 9,712 120 BE/SW 7th Street (5091) AADT 9,900 10,098 0.092 929 1,165 SE/SW 8th Meet(WM) AADT 13,500 13,770 0.092 1,267 1,891 SEJSW 13th Street (85) AADT 15,500 15,810 0.092 1,455 2,098 8 20,873 269 recon: €t� - ricr( an Cti Clark Page 10 Panic Place At &ckeli 12,13 June 26, 2001 Submitted into the public rocord in cormor' on with itom P—X— on 11.15:1 — Wdi'Lur -oma?rnan City Cleric • 0 PARK PLACE AT BRICKELL SUBSTANTIAL MODIFICATION TO MAJOR USE SPECIAL PERMIT 00-1036 SITE UTILITY STUDY 10 Prepared for: Paris Place LLC. Prepared by: Bermello Ajamil & Partners, Inc. September 7, 2001 Submittod lnte the public record l? :.�:; j;.1: `,en with item pz-.7,!r F1 -�- Walter Foeman City Clerk ..x 3, a E • a PARK PLACE AT BRICKELL SUBSTANTIAL MODIFICATION TO MAJOR USE SPECIAL PERMIT 00-1036 ECONOMIC IMPACT STUDY Prepared for: Park Place LLC. Prepared by: Sharpton, Brunson & Company, P.A. September 7, 200'[ SUiJrrriit°y::3 Into the public record it' LA)1;rMcflor) with item L'n Waltz f Foornan -° [ 2 3 • PARK PLACE E ECONOMIC AND TAX IMPACT STUDY SUBMITTED TO: CITY OF MIAMI PREPARED FOR: Park Place, L.L.C. PREPARED BY: SHARPTON, BRUNSON & COMPANY, P.A. One Southeast Third Ave. Suite 2100 Miami, Florida 33131 (305) 374-1574 June 2000 submittoc] into the public rocord in cxIynoa.ion vilth iters . on - S•G1 Walter Foernan City Clerk a�.;'i3 3 0 PARK PLACE PROJECT OVERVIEW 0 rOCord with item Ank Waltef'FOGman City Clerk • 49PROJECT OVERVIEW The proposed project consists of 918 condominium units, 22,823 square feet of retail 10 space and 1,374 parking stalls. This project is located on Brickell Avenue, bounded by SE 15'h Street to the south and South Miami Avenue to the west, in the city of Miami, Florida (the Project). The project is located in the transition zone between the financial and high-rise residential districts. Additionally, it is close in proximity td downtown Miami, the City of Coral Gables and the City of Miami Beach. The project will be developed in three phases, or tower. Each tower will contain residential units, ground floor retail, a recreational deck and parking spaces. Additionally, each tower will differ in height due to the variation in residential units. Construction is expected to commence by late -2001 and to be completed by mid - 2007. Park Place -- Economic Impact Study Sharpton, Brunson & Company, P.A. ;' �„1s.,Y, into the pubiie `(,cord Iia with Iltdr1 walter Fooman City Clerk :.J40TH • PARK PLACE EXECUTIVE SUMMARY *OJECT OVERVIEW thn publIc Waltor I"t')oman City Ciieik Park Place — Economic Impact Study .lune 2000 Sharpton, Brunson & Company, P.A. • 0 INTRODUCTION This document represents an in-depth economic and tax benefits analysis of the 10 development and operation of a three -tower first class condominium complex with retail facilities. The Project will have access from two main thoroughfares with elegant driveways and entry lobbies at SE 15th Street and South Miami Avenue. The master plan currently contemplated for the site is comprised of a phased development of the following components: Q 918 units of high-quality condominiums. ❑ 22,823 square feet of retail. 0 1,374 parking stalls. Phase I of the master plan will be comprised of retail, lobby area, administration offices, and parking on the ground floor; parking from the 2"d through the 8th floors; building amenities and recreation deck on the 9th floor; and high-quality residences from the 10th through the 33`d floors of the tower. Construction is expected to commence in the last quarter of 2001 and to be completed in the first quarter of 2003. It will consist of the following uses: ❑ 256 units of high-quality residences. ❑ Approximately 4,232 square feet of retail. ❑ Approximately 438 parking spaces. Phase 11 of the master plan will be comprised of retail, lobby area, administration 10 offices, and parking on the ground floor; parking from the 2nd through the 8th floors; building amenities and recreation deck on the 9th floor; and high-quality residences from the 10th through the 37th floors of the tower. Construction is expected to commence in the second quarter of 2003 and to be completed in the first quarter of 2005. It will consist of the following uses: ❑ 328 units of high-quality residences. ❑ Approximately 11,173 square feet of retail. ❑ Approximately 514 parking spaces. Phase III of the master plan will be comprised of retail, lobby area, administration offices, and parking on the ground floor; parking from the 2nd through the 8th floors; building amenities and recreation deck on the 9th floor; and high-quality residences from the 10th through the 40th floors of the tower. Construction is expected to commence in the second quarter of 2005 and to be completed in the second quarter of 2007. It will consist of the following uses: f)ubml'tcrd Into nnhpis. ❑ 334 units of high-quality residences. record in ..,; _'c,r� wiIi ❑ Approximately 7,418 square feet of retail. item} ' IPr fOL. ❑ Approximately 422 parking spaces. Walto; i r onian City Clerk This analysis encompasses the entire Project and estimates the economic and tax benefits for both its developmental and operational phases. Park Place -- Economic impact Study Sharpton, Brunson & Company, P.A. t:233 June 2000 • SWARY OF BENEFITS The Project will bring significant economic benefits to the city of Miami (the City). This section summarizes the impact of the Project on employment, public sector revenues and other economic benefits as a result of the development. Employment Employment considerations include the direct employment resulting from the Project. Average developmental construction phase employment will be for approximately 375 employees. Employees for -on-going maintenance and operations of the facilities as well as businesses leasing retail space in the bullding are estimated to employ 160 people. Wages To compute the wages associated with the new employment we started with budgeted data directly related to the developmental and operational phases of the Project, and we incorporated data from our research on retail sales. Tax Revenue The estimate of the public sector revenues associated with the development includes taxes and other revenues generated directly by the'Project. Although public sectorcosts are important elements in measuring fiscal impact, these benefits have not been quantified in this document. This analysis only measures the benefits derived from the development. Annual tax revenue expected to be created totals $3,335,475. Economic impact The estimate of total economic impact is measured by total output, inclusive of wages and taxes. This analysis measures the economic impact of developmental costs and ongoing operational expenditures. To determine the effect of respending within the City, we utilized a multiplier to compute total direct and indirect benefits. Total output expected to be generated, as a result of the developmental and operational phases of the Project will approximate the following: One Time $243,054,623 Annual $ 30,181,054 Submitted Into the public record in concoction with item ft"J�), > oeman (;.4V Clerk Paris place — Economic Impact Study June 2000 Sharpton, Brunson & Company, P.A. , 0 0 Significant Community Benefits: • Jobs Wages Taxes • Economic Activity SAIVIARY OF BENEFITS Condominium Residents' and Retail Business Employees' spending impacting Local Businesses: ❑ Food u Recreation/Entertainment Q Transportation o Retail Subjrsirt�,d irM the publig ,-'...?tj"`t cl;,on with Park Place — Economic Impact Study June 2000 Sharpton, Brunson & Company, P.A. ; j � — 12 3 3 Ll SOMARY OF BENEFITS The following table and charts summarize the economic impact of the PARK PLACE development: Economic Activity Stimulated $200,000, $150,000,1 $100,000,1 $50,000,0 Constuction Period 0 output ■ Wages Park Place -- Economic Impact Study Sharpton, Brunson & Company, P.A. Economic Activity Stimulated $25,080,000 $20,000,000 $15,000,000 $10,000,000 $5,000,000 $0 Annual Recurring put ■Wages ©Taxes SI,ibmittod Into the publlo ro(;orCl I 1 ;i"smE KII``f1011 V+11$h or; /..f ICL Waller Vocman City Clerk June 2000 9`��� CONSTRUCTION, PERIOD ANNUAL IMPACT RECURRING Economic Activily Stimulated Output $190,292,731 $22,682,802 Wages 52,761,892 4,162,777 Taxes 3,335,475 Total I $243,054,623 $30,1$1,054 Jobs Created 375 160 Economic Activity Stimulated $200,000, $150,000,1 $100,000,1 $50,000,0 Constuction Period 0 output ■ Wages Park Place -- Economic Impact Study Sharpton, Brunson & Company, P.A. Economic Activity Stimulated $25,080,000 $20,000,000 $15,000,000 $10,000,000 $5,000,000 $0 Annual Recurring put ■Wages ©Taxes SI,ibmittod Into the publlo ro(;orCl I 1 ;i"smE KII``f1011 V+11$h or; /..f ICL Waller Vocman City Clerk June 2000 9`��� PARK PLACE OBJECTIVES AND DEFINITIONS Submitted Into the PublIa record if) ';on with item �),j Waftef roornan City Clerk 13 0 OBJECTS AND DEFINITIONS Objectives The objective of this analysis is to provide information on the various benefits created by the Project and to prepare an estimate of such benefits to the City. Our analysis is based on an economic model, which estimates economic and tax impacts of various projects on a designated area. The model is specifically tailored to the City. Definition of Economic and Tax Impact The construction and subsequent operation of the Project will create important benefits within the City. These benefits include new income, new jobs, new tax revenue and new economic activity impacting upon every sector of the local economy. Moreover, through the multiplier effect of respending and reinvesting, indirect economic benefits are added to the direct benefits brought about by initial construction expenditures, the expenditures from ongoing operations and new spending at the retail enterprises. Direct and Indirect Effects The total economic impact of public and private projects and policies on a region does not end with the impact from the initial construction expenditures; the continued benefits to the local economy must also be considered. Income to firms furnishing 10 construction materials and services is subsequently converted into employee salaries,' material purchases, investment in plant and equipment, savings, profits, purchases of services, and a variety of other economic activities. Income to laborers is subsequently respent for purchasing of food, housing; transportation, entertainment, education, medical and dental services, clothing, personal services, and a wide variety of other goods and services. Furthermore, income to governmental unit is respent as salaries, purchases, and support of a variety of programs, including education, transportation, and social services. In tum, individuals, firms, and governments furnishing these goods and services again spend their income for more purchases, salaries, investments, and savings. In this manner, indirect benefits result each time the initial sum is respent, and the additional sum available in the local economy induces further job creation, business development and savings. Quantification of these indirect benefits has been the object of considerable economic study. Because economic relationships are so complex in our modern society, no single area or political unit is a completely self-contained economic unit. Therefore, purchases from other areas and political units are necessary, and goods services are exported in return. Submitted Into tho pubilo record in coma ction with item PL -s on JJ_1SMA4— Walter Fooman ---- Cit, Clerk Park Place -- Economic Impact Study .lune 2000 Sharpton, Brunson & Company, P.A. 0 OBJECTOS AND DEFINITIONS As purchases are made respending are lost to the of the initial sum would insignificant sum is left. from other units, some of the 'benefits of economic local economy. Ultimately, a smaller and smaller portion remain, until, after , several rounds of respending, an The indirect effects can be viewed as a set of "ripples" in the economy. Indirect, like direct, resources require labor, materials, equipment and services for their production to induce further job creation and spending of wages. The "ripple" of the indirect effect multiplies the original impact of the purchase. The common measure of the magnitude of the "ripple" effect is called a multiplier. A multiplier measures the total magnitude of the impact on each particular economic indicator as a multiple of the initial, direct effect. For instance, a multiplier of 141" would signify no "ripple" effects as the total impact is 1 times the initial impact, while a multiplier of "2" would imply that the total impact is 2 times the direct effect. The actual magnitude of a multiplier depends on the likelihood the goods and services purchased in a region would be produced in, or provided.from the region. The model we used to estimate the total economic impact incorporates a multiplier developed by utilizing past consumption and production patterns in the City. There will be significant economic benefit derived from the expenditures of the residents of the Project on eating, drinking, grocery, recreation, retail etc. This report does not include the economic impact of such expenditures. Measures of Economic Impact Various measures can be used to indicate the impact of a policy or project on a region. Specifically, for this study, they are the increases in local employment, wages, tax revenue and output that result. Definitions of these measures are as follows: o Employment is measured in full -time -equivalent jobs. o Wages include wages, salaries, and proprietor's income only. They may include non -wage compensation, such as pensions, insurance, and other fringe benefits. Wages are assumed to be expended by households in the area at which the wage earners work. o Local taxes include additional revenues from both ad valorem and non ad valorem assessments. a Direct Expenditures include those sums expended for land acquisition, site preparation and all hard and soft costs associated with a project. into the public 1L-� cr „icq'Hon with on 117!15#L %17, 7— Foorna Park Place --- Economic Impact Study t June 2000 Sharpton, Brunson & Company, P.A. • OBJECAS AND DEFINITIONS 10 ❑ Indirect Expenditures are those sums expended within the local economy as a result of the "ripple" effect described earlier. r a Ou_ tput describes total economic activity, and is essentially equivalent to the sum of direct and indirect expenditures (exclusive of wages and taxes). Description of Results For the purpose of describing the total economic benefits of the Project, the related expenditures and economic activity stimulated have been broken into two categories: 1) Developmental 2) Annual Recurring Developmental expenditures include those expenditures related to the design and construction phase of the Project and related amenities. Annual_ recurring activities stimulated are those expenditures incurred in connection with the ongoing operation of the Project, and the sales and expenditures of the retail enterprises leasing space at the Project. Submitted !nto the publlo recon with Item or'! ll /<-at ftliLr i of nilari City Clerk Park Place — Economic impact Study June 2000 Sharpton, Brunson & Company, P.A. ''II ..d '~ I. . yyl� fe:) 0 PARK PLACE DISCUSSION OF THE RESULTS BY ECONOMIC INDICATORS Item'% VVEIItcr.l=oow rl City Clerk DASSION OF THE RESULTS BY ANOMIC INDICATORS Impact Indicators We measured the Project's impact on four commonly used indicators of economic activity. Those indicators are: ❑ Jobs ❑ Wages ❑ Total output o Local taxes Results of Indicators Exhibits I and Il detail the Project's direct and indirect impact on the above economic indicators for Miami. A summary of such impact follows: DEVELOPMENT OUTPUT WAGES TAXES EMPLOYMENT (ONETIME)__ Direct $ 101,039,818 $28,048,425 200 Indirect 89,252,913 24,713,467 175 Total $190,292,731 $52,761,892 375 ANNUAL Operational: Direct $ 6,799,782 $ 1,117,444 $3,335,475 45 Indirect 5,991,288 984,580 40 Retail 9,891,732 2,060,753 75 Total 1$22,682, 802 $ 4,162,777 $3,335,803 160 The economic indicator most commonly measured, and publicly reported on to gauge the economic impact of a public project is output. The impact of a project on the indicator output is often referred to as the project's economic impact. Impact of Construction: The site preparation and construction expenditures, including soft costs and impact fees are estimated at $116.1 million. The workers will earn approximately $28.0 million in wages. These jobs will primarily be in construction, transportation and related service industries. Spending for site preparation and project construction will result in a total estimated impact of $190.3 million dollars. record in :c)niiwc'':3n iitem L; ---k- 0.1 A!iL O Walter Foornan T ,H City Clerk Park Place — E=conomic Impact Study June 2000 Sharpton, Brunson & Company, P.A. , c r 1,33 DIASSION OF THE RESULTS BY ERNOMIC INDICATORS Impact of Ongoing Operations and Retail Enterprises: As a result of the on-going operation and maintenance of the Project, Miami will gain approximately 95 new, permanent, full-time equivalent jobs. The wages of the workers who obtain these positions will provide an impact of approximately $2.1 million annually. The retail enterprises are estimated to create 75 permanent, full- time equivalent jobs. The wages of the workers employed by the retailers will provide an impact of approximately $2.0 million annually. The total expenditures for the Project's operations, and the retail sales will provide a new, permanent impact of $22.7 million annually to the City's economy. This impact consists of the effects of new retail sales and the direct expenditures from the operation of the Project, and the multiplied effects of such spending thus creating indirect benefits. Impact on Local Tax Revenues: As a result of the construction and operation of the Project, various state, county and city governments and agencies would gain an estimated annual tax benefit of $3.3 million. Analysis by Economic Indicators: our analysis of the economic and tax benefits of the Project was done by each major go phase of the Project. We identified the major phases to be developmental and operational. This analysis determines the economic benefits to the City by identifying such benefits for each of the phases. The effects on economic indicators used to measure benefits (employment, wages, output and taxes) were computed for each phase. Employment Employment is one of the most important economic benefits of the Project. It is one of the most accessible and direct benefits for the City's residents and is a primary means by which developmental, operational and maintenance expenditures generate indirect economic benefits. A portion of this employment occurs on-site as a result of new spending at the retail enterprises, and a portion is derived from on- going operations of the Project. As can be seen in Exh average 375 employees employment will average follows: o Management a Security/Parking ca Maintenance/f=acilities o Retail ibit I, total short-term (developmental) employment will over a sixty-six month period and total on-going 160. The total on-going positions can be summarized as Park Place — Economic impact Study Sharpton, Brunson & Company, P.A. Submitted Into the public record in ccnnoc ion with Item f2!_-_2 on -IL L .-M Walter Foeman City Cleric June 2000 DIASSION OF THE RESULTS BY EMNOMIC INDICATORS DWages The analysis deemed wages are a direct by-product of employment. As discussed in the above section, both on-site and off-site jobs are created. There were botl-i temporary and permanent in nature. To compute the wages associated with the new employment we started with budgeted data directly related to the developmental and operational phases of the Project, and we incorporated data from our research on retail sales. Employment, such as construction related employment, was obtained directly from construction estimates. These numbers were tested for reasonableness. Output The output generated, as a result of the development and operations of the Project, is caused by the following type of expenditures: a Development costs expended in the City. ❑- . Annual operational expenditures of management company. ❑ New spending in the retail enterprises located in the Project. Exhibit 11 shows a summary of the development costs expended in Miami, the operational expenditures made in relation to the on-going maintenance of the Project and the estimated sales of the retail enterprises. To incorporate the impact of dollars being respent and/or reinvested in the City, a multiplier was applied to total direct output. A multiplier of 1.8811 was used to determine total direct and indirect output created by the Project. This multiplier indicates that for every $100 spent in Miami, another $188.11 will be respent or reinvested in Miami. This multiplier was obtained from the Miami Dade County Planning Department. Direct output from the developmental phase of the Project is primarily a result of developer costs. These costs include land acquisition, site preparation and soft and hard costs relating to the Project's construction. To determine the total output we determined .what development costs were expected to be or had been spent in Miami. Submittod Into the pubilo record in con�jectiOn 1peifl� iters on ..&tC::W Waltor i oor Ian City Clerk Park Place — Economic Impact Study June 2000 Sharpton, Brunson & Company, P.A. a 1 ; 3 3 DASSION OF THE RESULTS BY ANOMIC INDICATORS 10 Total direct output during the development phase is $101 'million. Total indirect output created by the direct respending in Miami is $89 million. Thus total Miami Output from the development of the Project is $190 million. The final component of output results from the direct operating expenditures of the Project, and the indirect benefits created as a result of the multiplier effect on direct output. The Developer provided us with an annual operating budget for the Project. An overall assumption was made that all expenditures would be spent initially in the City. The total operating expenditures incorporate all estimated expenses of the ongoing operation of the Project. The impact of the retail enterprises was measured separately as an economic indicator. To incorporate the potential respending and reinvesting in Miami, the multiplier effect was measured. By applying a multiplier of 1.8811 to the total direct output from operating expenditures and the retail enterprises, we determined. total output (direct and indirect) from on-going operating expenditures and retail sales. Total direct output created from retail sales and operating expenditures is $12 million. Total indirect output created from retail sales and operating expenditures is $11 million. Total output created from ongoing operations and retail enterprises ,is approximately $23 million. Local Taxes A key and significant benefit generated from the development and operation of the Project is taxes. Several types of tax revenue will be generated from this project including ad valorem taxes. Specific ad valorem taxes include real and personal property taxes. Other taxes include occupational taxes and community development taxes. New real property taxes will be assessed on the Project. The assessment is based on a predetermined millage rate being applied to the taxable value of the real property. We computed real property taxes for the developmental phase based on the cost of, the development of the Project. This assessment base is very conservative since tax on real property typically is assessed on appraised values and not actual cost. The basis for ongoing taxes is also overall cost. The millage rate was obtained from the City Tax Collectors office relative to the Project's location. The projected annual real property taxes are approximately $3 million. y t .aeld� � into tho public record jr, item JF2o , on -/S6/6/ altar Foeman wily Clurk Park Place — Economic Impact Study .lune 2000 Sharpton, Brunson & Company, P.A, 3 IbCUSSION OF THE RESULTS ACONOMIC INDICATORS Total ad valorem taxes assessed by Miami -Dade City are allocated based on millage rates to certain governmental entities. Listed below is the allocation of projected tax revenue. AD VALOREM TAX ANNUAL REVENUE City Operating $1,102,886 City Miscellaneous 58,047 School Operating 1,004,671 County Operating 674,386 Debt Service - City 162,531 Debt Service - County 94,732 South Florida Water 69,308 Libra Operating 37,266 School Debt Service 114,932 Florida Inland Navigation 5,108 Environmental Projects 11,609 TOTAL 1 $3,335,476 Although not quantified, the City, through its receipt of allocated state sales taxes will receive an additional benefit as a result of the development and operation of the Project, and from the retail enterprises. Public Sector Costs Impact Fees Very significant factors in measuring the economic impact on a specific region of a project are impact and other required development fees. A summary of these fees are listed below: ❑ City of Miami Developmental Impact Fee ❑ City of Miami Developmental Admin Fee ❑ Dade City Impact Fee ❑ Administrative Fee ❑ Building Permit Fee ❑ Installation Energy Fee d Other Fees For the purpose of this economic impact analysis, fees are included as a part of the direct development cost (output). Impact fees total approximately $3.4 million and other fees total approximately $2.2 million. Thes fp en$� sees�q4n detail in Exhibit IV. Subrnitteo record with item j' on —_ � 'd� Walter Foeman City Clerk Park Place — Economic Impact Study €une.0i Sharpton, Brunson & Company, P.A. Exhibit I Exhibit II Exhibit III Exhibit IV 0 n Summary of Economic Impact Summary of Direct Economic Benefits Project Development Cost Impact and Other Fees EXHIBIT LIST SubMIttcd Into the public% record in connol';wEnn witli item Z - on Wain .r Foomian • City GI dc Park Place — Economic impact Study Sharpton, Brunson & Company, P.A. June 2000 Submittod Into the r)ublfc rocord iiri c-o-;-!Iv)-:-,.tj jj,,,) iton] on City Clerk 0 PARK PLACE AT BRICKELL SUBSTANTIAL MODIFICATION TO MAJOR USE SPECIAL PERMIT 00-1036 SURVEY OF PROPERTY �1 LvJ September 7, 2001 • SubmItto.d into the pubife record in oot nm"� lon with item . } on A!-K� Walte,r Poernan City Clerk MIAMI 12 7 L / ZOOATIOV MAP h 590 LeVCVP 4V F7 372. 13 With 61FRXIAJED 70: recC iten 01 Paf—s"Rf —ear_-- -SHISKIN & ASSOCIATES, ZOOATIOV MAP h 590 LeVCVP 4V F7 372. 13 With 61FRXIAJED 70: recC iten 01 Paf—s"Rf —ear_-- -SHISKIN & ASSOCIATES, ;�:\�� .- �,• � � ��_�'. _ ® ✓ "� °"° :s„ p :sem / ,q �"' -'", d - `..::- r SO UTH MJAMI `� ° J a B Qtr " AVENIE ! ' � ��!/.',. ���' � iR / i _ '� .. - � • y \.Zzw r -'ap'a 'x':' \z\ yv 3 �' _ ,a9rj `� � ' M1 _ g' Ii�R ! .' �.!� 'y+ Y 518ei GBS\ v i Y 2 AORf. n' '•j SIBAf\ a2'� �! ¢ � C s ".��/.t � z 1�'_.. _._.i / � ` 6 �+-s, aU' � � . � 3T . 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J Nn\� .1 `T y -"`� \tt7 I1 cepz%r•'� - � - „-'�°' lyw- �o�� �; ,vim•/ �A y damvrmJr n�vv..a lr De.swnf�-r warnWMeaelmrnuv u"sr anrmsz ! `.h _ ..<V Mill, ��;< .JfllTVLl.laAf l,F kRrAG40la0PV 1h: MLRAi0.]r 0'S[ Id.11W[ //1/ �� r 6 \e _ 1 iii�cz z•• 1ua SL lIM mx/¢ atNCA - I65a.rsR tf JGII / / . , f / 4: � \� • \\ 1\1t M m• �\ iy � f� L U .: W fIN Ah-M8S11dL 92L! 9yYM R 1%S. SF.VW® ]PiF 16L / -p'' _ �„ •• \a n „ar I NC fZT 0 5 n' PJCKaL 1�SETMNT REAL? CORP."' B ;• w �y�� 1850 K 5,RFET, N.W.. WASHINGTON, AG 20006 .� e <} °p •n413.7r-. sy .. - .. .~ € I __ Qt �'•. BIS -C 0012. PROPERTY 1N 20NF_!T 50-5 '. 1'G+®'t II AtI �,�1O AI W Kraulso >J Aa rGtts RAta OF NZ RU T 5 r0 ERCrA l3'.. I 4r--. r """'rx " . - - '1 R' I " 2 A F MM aK w Xr •WET AS S*P•yAtP PE)rA1l O Vil TP4CT R 146 1 45�'lti / DRiCli L CllliSE / ,AST BRICAML I PONT 11 I ffffff �� f (153-67) I t fw; i 1A � - Id HEREBT CEFiI1T: ihvl this 'SKEILN OF 58Mr .f the pr.peay I Id HER ed serr.. nL a ..d .rsem m the bm .a mr trt.ae g, W TOYER I e� .s. ub[T!F.`2d i..,� y pU IiC I S a ball .: n�Pmtr rcey.a ..a aR....aer mr zvpe�d....a ao-earo" (177-86) I I IN record I C.,, - !4h ml. =rn.r wmrJl=• .an the wim— Fevhrdwl st.,,e.id:.d.pf.d // Ah ENDED W I I r:,� ,--• rr ~ _ by tho Florid. SI.I. B.aN of 6vrcryvrs .nd Yvppers pursucnl I � o • to G>pler 61CI7-6, Fl.ad. Adnmish.F. firde. �t� 2^� xa� .�i�:i an LEeGEN�� V?�u.i6-i+,ar SC ME SNI6KIN k AB MATES, PIG 4 Ki k2 a mom vrm, Ismt ® a S.Ii i S+Jt rAriSI ^^•-`� mArzS P.en ux 2rc- rt lnwrz] muvs 1 �^ � •t 6eber7 F. Jackson. Pnz e f � moRs� r� FI ® p>Twm(a c�.aK '-t—�j� �e � Slot. el Fload. - dE mom �>m vc,[ m morr3 smn mous nwav o mo>a .w,u� s,m a-,.wr. SCALE I' JG' -sem y AJ -300- " record iiri with Item Ori 1Aialier rooman 1-23 0.1 • u PARK PLACE AT BRICKELL SUBSTANTIAL MODIFICATION TO MAJOR USE SPECIAL PERMIT 00-1036 PROJECT CRITERIA AND DRAWINGS September i, 2001 Submitted Into the publlC fcseord in Gc..incc%.iop w1th item . on A-js- of W Ilt'i' t=oOman 'a ;r Cify.Clerk 1 - a}ad !rlto tiep ublic PARK PLACE AT BRI CKELL F record in. 1k"flth SUSSTAi`r tALMODIMATIONTOM.U.S"P. 00-1036 itpm PZ _ y -It Project Criteria / Drawing List (Preliminary - Subject to change) OF,y Clerk ti P Wet Criteria / Zonin I Setbacks ! OverAew • a. i'r `" M INN 351ac, - 157; Phase 7 = 478,279 sf 4 BERTHS 174r X35' Ir BIwN 25R•°°4a 500.0°0 ar - 2 BPi2THs g,a'-T x2p'.15" tgk:nf r_ �1.r05' 5 8ERTHS C 17 -0'X35 -'REV Phase 2 = 491 137 sf < BERTHS 17-tT x 39-0' BTWN 25Qmp d SOO,OOo sf 2 BERhS 10'-'x21r o- '. F blk�7! ALL.OJt�O p sulws! ° 19T i7 f z 35_tr' to IVO- s 2744 - 36ER77i5 17-0'x35-0` i ' 425'z[3P. - 43i�00;d i 2U16 Cf CIA ++Asst -Drawtn Lrst f^ -------- -- 751:.f 6s Brickdl�ontela Area Plan - NattaSca�e"_ 1 a9296ZsT : 22,943isf - - Fry:lM1g.gjtePlan.l�th_�o I " _ P — posed twecterkay�_. _--- - 2p�R' . " --{-- -° T._ i AWUW ..-_ :_: 1941 -_Ground Floor Larldsca�e Plan 1 I ; Recreaffoq E1ed1}lacdscapeplan- - 2a�U ` l l3 t ofra, n16 e - Recreatiap fleck Landscape Pk3r1- - — --- - T ._- -- — -- � - - '--_- ---- - - -;`o rr -- ----- �I 2201 ,S tri Sa. y -�-NGSrPound n FiD'3Pi— --- -�� IS471 Phts�i 1s =a ; -IF RS,T;Pt®a2= -- ,5a7' -Typical Parking Plan 7� - F7oarF�Plr1 aY I _'------'-----1''=27';0...-----------------1-+ i ,sem'{ _- _- _ '-2a - ---�� ,' -T 1Cd�e{'{�d T-a.PlanS' —; "'i"�'�`J'-" - ! 12,sr i 161 14758 i 273,fiO4' �- --Cad'_"_'_:��EVe1�r�"wPSla'u._ sf in234+ QW9 I I Z27 f "—=WPSC"1=i2v Jbn- "-----7_.---•_. .- —i—" --------- -� — — i 34313'sT �°z,<st ',s!-' �_ _-Sou1hE%vauan SEl5thR_.__i,____._.__r 36�2 4 37.493, .--_�... 14558:5, ' 131,795;rt�— ._`.":.est5ec4onl_Eleva4on-T� >� -...-_ _--'----_'._- _ --- - --- �-----�-- ��..._�._�.---F-i-._�.-----�"-T•_...i��-0-,�--?---- � 1 - a}ad !rlto tiep ublic PARK PLACE AT BRI CKELL F record in. 1k"flth SUSSTAi`r tALMODIMATIONTOM.U.S"P. 00-1036 itpm PZ _ y -It Project Criteria / Drawing List (Preliminary - Subject to change) OF,y Clerk ti • a. i'r `" SePL 07, 2001 E SAP • i +' I . < t 1 1 � '-til k lal I.' �1 L�51. _ —,A C� A i Miam2. i River 'I Cb 5. Q _ 1, {' 1 16 J �.w.91hSt. V 9. C. 1M , 1. 8. Ith st _ _ 1 CD fv� tib JAI 1 1 ;t� iscayne Bay -Z� a 6 f f I ` 3❑- i 5vV [dfkl St r —� •1 'r , e7 F. Ell' !, I Ev i\Z;al) CD I :;E 6 � � tea. PARK ■ PROPOSED PARK PLACE AT BRICKELL PROJECT Legend Recently Completed r Under Construction _ :Planned i i Existing Metro Rail Metro Mover - - Metro Mover Station Mixed -Use Projects . A. Miami One - Residential / Retail / Hotel / Office — B. 'River Renaissance - Residential / Retail C_ Constructa - Hotel / Retail i._ D. Mixed Use Project E. 4 Season's Tower - Residential / Retail / Hotel / Office F. Espirito Santo Tower - Residential / Office G. JW Marriott / Barclays Financial Center - Hotel / Office i .- Residential / Hotel Projects PLACE AT BRICKELL SUBSTANTIAL MODIFICATION{ TO AU.S-P. 00-1036 Brickell Area Context Plan 1. Brickell on the River 9. Mandarin Hotel 2. Miami Circle Site 1 10. Yacht Club I 3. Future Residential Tower �_ j 11. Yacht Club Il . 4. Courvoisier Courts 12. Brickell Bay Plaza 5. One Tequesta Point 13. Boyshore Palms 6. Two Tequesta Point I -j` 14_ Fortune House j 7. Three Tequesta Point 15. Brickell Grand E . 8_ Future Residential Tower L_^T� 16. Brickell Commons PLACE AT BRICKELL SUBSTANTIAL MODIFICATION{ TO AU.S-P. 00-1036 Brickell Area Context Plan 6EE hwbl ad g k Cy � �F Alga SCJt[�r'• ddxrvnerdMmyxµ��- d, �" y�'` .,KJH esr>r.c.r !lss.Ew gmnP/res'Rr�}�Mxv�.m-rc-'J. 7Sln-.suds maalaJ6J-ek•Hva! .S�h Ex.� -�... . S75 rr,ET1V � nJ�a,..ae dr of Povfesr mml5 �„.--,—,�'�.�n�..T `" ��..-..,. caw3msm,dJf�srssw.,w..r hcnaofe G1sr7-G. f� ,-aa ��r>,rs!•as� -m a a� `°f SaSw�ke-AS iskin 4' X"OCIO1fS ZAr. - .� L_"V J �--' -- 6i � i� � Yp `sr}4Jram-n1 'wndScnryr /r"74A9 SNrc of fbrmn MIS a.4 L4e/OS&RATY ew.w.x.<.e.r-....N.. .. 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'..rn ee�r+m ! ! - +> � C� r4 • �i � 6 1 5 1 4 1 ` y.e£I.RII IIII�VN6iOfA6lG MpdR ��' ! °!• w.G4 ^ ` /TRACf .. Jr fir`: r.sr.+am +s:r,uz av moc ! I7. I s 4 RMCA= CHASE 1 ar iara r .....b A57mn1I�11CrC>1�LL I IPO r viz7 ww.M Yw.a b kw bd rind • M `M M R bt.'+M wa f ✓.r.GF. I I 1 F wr ., r...k .•�w.a w;so...�e.. � .q.+.w.. w _ -_ - ! NDED � I {1 T7'—UG) I � {153—B7J I - I � I b maoo / H3) j � � � I �,aen aiam.:wa on v.'orarp®,osr Ja*dp•ar.+sro .do-�maxoPy.ottm�r x.owa - ,> � Y s. s.u..n E— m� v..r � m.,., rra.�e � ...e .......er • ®beo s e... SCALE f' = 30' .yv...gm >r «w. Kaxu :��P :.�. Aim ZLY W IW RG lLR14 - _ - - '. rn S 4fR ._ --•'... Y • m—a/'.Ir ^ ___'_'" _ __ _s NISWflup, frr r4 y.e£I.RII IIII�VN6iOfA6lG MpdR ��' ! °!• w.G4 ^ ` /TRACf .. Jr I ! 6 146 1 45 !� I 3 RMCA= CHASE 1 ar iara r .....b A57mn1I�11CrC>1�LL I IPO r viz7 ww.M Yw.a b kw bd rind • M `M M R bt.'+M wa f ✓.r.GF. I I 1 F wr ., r...k .•�w.a w;so...�e.. � .q.+.w.. w _ -_ - ! NDED � I {1 T7'—UG) I � {153—B7J I - I � I k n a.b wa w �"• w ' vrwa .aw�-' / H3) j � � � I G � Y s. s.u..n E— m� v..r � m.,., rra.�e � ...e .......er • ®beo s e... SCALE f' = 30' .yv...gm 0 E frr r4 rKh ice=CN 71 t C C : CD n� CD p 0 0 E • 0 7�Vs CD CD -'WJVT;I MIAMI Moo solute into `tJIT11 "17 TOIIE-V LJL ! 1 l.1,f-6r,i q .9,3) EfM!F 2q37fWAbF- Wzvm ..... . . . . . . . . i I CL SOUTH MAMI AVENUE r _ --- 2 slCAilk L$5 SriP. I 1 2274:1 �i /::55 bus: 43 I li �� 5ic-�" cas �1ir I ri! i!' 11 ti f r is - -- - -- �xt� 1t i ) - sraae J 1 f' � � � i I ii llP �I �r : g�.• $iC64 1 . /70 `.s 11 438 f - Eashng Alleyway ; A r �+ to be Vacated sProposed Easrnent CD C) BRICIELLAVENUE CLY _'r ` -SCOW. ar PARK PLACE AT BRCKELLa 4 z 1 SUBSTANTIAL MODIFICATION TO M.U.S.P_ 00-103& �? Existing Site Plan with Proposed Project Overlay T 0 s i Property Line (Net Lot Area) -------------------- Setback Line r 15'-0" • C? o 0 Ce J Gross Lot Area -------------------------- PARK PLACE AT BRICKELLAug.m' SUBSTANTIAL. MODIFICATION TO M.u.S.P- 00-1036 Zoning Site Pian �� . T -R— r7 E.wx - Til � e�'• O aa� d ® _..._. Y o 11.0 _ ya_ } r rr 0 — --- € - -- �, ®i ----- -- - - - - - - �. J.�— - li VMMAY tearrecrt 'w o � , ©a W"MYDRW e� -.- } pMAIL o wAuntAY 4 It i'-- b O o- - O _ O IMEND - PAVWENT NATERI.ALS ❑ Flu1Rh(Ar CE.W; �FFtai nwP srmr. QLW 4_ f PFglytil d;JBri =93r1S4fa Wv.II SAF Oivli$ up/pe iLKiuc r�. rf7,.' t [.n Iti9Yr SypJ . Q �n.M111 AF1( tll T -R— r7 E.wx - Til � e�'• O aa� d ® _..._. Y o 11.0 _ ya_ } r rr 0 — --- € - -- �, ®i ----- -- - - - - - - �. J.�— - li VMMAY tearrecrt 'w o � , ©a W"MYDRW e� -.- } pMAIL o wAuntAY 4 It i'-- b O o- - O _ O PARK PLACE AT BRICKELL S�lSSTANTfAL MODIFICATION TO ftU.S_P. OD -3036 GROUNDFLOOR HARDSCAPE PLAN i �- 0 IMEND - PAVWENT NATERI.ALS ❑ Flu1Rh(Ar CE.W; �FFtai nwP srmr. QLW O PFglytil d;JBri =93r1S4fa Wv.II SAF Oivli$ up/pe iLKiuc rf7,.' t [.n Iti9Yr SypJ . Q �n.M111 AF1( tll anc i'. �li9tu 011rM �[ 90.S b �u 3FL Pxi[11i o Hun mom, smos (PRWIL M* Sb -A .Wi O EMMI tom,. NO Y - SEU Pap - 014, w IcsaE) © E11Iwi,-4CIY PAMI(Hl �'vwer in iw'E�Y.a ¢LCq G4Y6II •ix 6S,A1;14 u.s Cn vta.4➢? Li91 PARK PLACE AT BRICKELL S�lSSTANTfAL MODIFICATION TO ftU.S_P. OD -3036 GROUNDFLOOR HARDSCAPE PLAN i �- 0 II Aug_ 28, 2001 ON wid o \ N LEGEND - KAUSCAPc RIMENiS ❑ Flu1Rh(Ar CE.W; QLW SGtMCt P:kJ1iR =93r1S4fa Wv.II SAF Oivli$ up/pe iLKiuc L7 Pfa;IFFjiWx O"-''tLAStlt RIITt alSAL(n 90.S b �u 3FL Pxi[11i o ruts a nwl wcw�v rm-.�,ua: cna asce[� r<a an, k m7. Q,O,uWf 9[[} sL1BK - 9'JLIMS (4' MI.7 "a aEi�,t MtH G1rUEA YM 5Ell stae rF. U N' aueY rA x:�yYlFX P3J1£[f2�M1 II Aug_ 28, 2001 ON wid o \ N L7 — - -- _ _ _`_- i lis it ti i a _ .. _. .ice•....—_e — _— l— _- - —_-- _ L . a PARK PLACE AT B R I C K E L L Aug. 28,009 n 5UBSTA,NTIAf_MOBEF'1CAMN TO KU-S.P_r— GROUNDFLOOR LANDSCAPE PLAN y �Y N 0 0 i � SDUTH MIAMI AVENUE AWL— c ca) fir- Qt 4- - ::ter"fl! :.. M� M� If Ll mz 3: Z ry "AM Ll CD 0 BRICKELL AVENUE 0 7— CD C3 WO L 4 i�2—,AW- 28. 201)1 0 —P A R K PLACE AT B 'L R I C K E L SUBSTANTIAL MODIFICA'nON TO KU.S.P. M 3 036 L RECREATION DECK HARDSCAPE PLAN Z etas it -m CD 0 BRICKELL AVENUE 0 7— CD C3 WO L 4 i�2—,AW- 28. 201)1 0 —P A R K PLACE AT B 'L R I C K E L SUBSTANTIAL MODIFICA'nON TO KU.S.P. M 3 036 L RECREATION DECK HARDSCAPE PLAN SOUTH MIAMI AVENUE —7 L u , . u 0-1 0 11 j -j 3 p - tlk 0 0 6XILAELLAVENUE 4 PARK PLACE At BRICKELL! Am,- 28.20D1 �- -. IN I - =r . SUBSTANTIAL MODIFICATION To IvLU_S.p. 00-1036 �; RECREATION DECK LANDSCAPE PLAN ra s, ;ham ,`. ,.;-� . ,�ij��°__ . cr ci 7 =S 6 Cr BRICKELL AVENUE —Im f` F PARK PLACE AT BRICKELL 01-D SU&STAPMAL MODIMCATION X TO (I.S.P. 00-1036 cz CD Site Plan Tower2 Total No- of Units: 773 units Recreation. Parking Spaces: 1,400 spaces .Deck 8 stories of OaNng + Retail: 36,554 sf Ground floor RQlail) --Z 7-- J 7 -..---777 SOUTH MIAMI AVENUE --7-- 7 JL Tower 4, 406 units , - .40 stories j q --TTT=- 7 J 4 - 1r I Tower 1 f�l- Tower+-. A 367 units Recreation Deck!:;' t 40 stories 8 Stories of parking + If Gr66' id floor Retail) 796 parking spaces) E-- 1—, —J A Phase 1 Pf— 2 ;...Z:Z, 7,e,�M -11-2 =S 6 Cr BRICKELL AVENUE —Im f` F PARK PLACE AT BRICKELL 01-D SU&STAPMAL MODIMCATION X TO (I.S.P. 00-1036 cz CD Site Plan Tower2 Total No- of Units: 773 units Recreation. Parking Spaces: 1,400 spaces .Deck 8 stories of OaNng + Retail: 36,554 sf Ground floor RQlail) 604 parlcirtgsp ces) JL Tower 4, 406 units , - .40 stories j q J 4 - =S 6 Cr BRICKELL AVENUE —Im f` F PARK PLACE AT BRICKELL 01-D SU&STAPMAL MODIMCATION X TO (I.S.P. 00-1036 cz CD Site Plan Total No- of Units: 773 units Total No. of Parking Spaces: 1,400 spaces Total Area of Retail: 36,554 sf =S 6 Cr BRICKELL AVENUE —Im f` F PARK PLACE AT BRICKELL 01-D SU&STAPMAL MODIMCATION X TO (I.S.P. 00-1036 cz CD Site Plan uw ply 1I1 rr • I f A` _ `- ■ RT" T'-- _ j is f it 'j -., x' _ .-� _1 -�, LL _ 1 � �'. - h - - - i_��� _.` 1._ � A e -off--�--•I. � r �: • yk' I '/ • - I -i€8 IFF .� ♦♦412 i. .e nN. p,e;w c..d. if rr' PIe�Bt N o ] -� ----_.---_._ -- J � I ,� ► m,.� N F r i F 7 F G .3 BR1C{CEL-L AVENUE i` 4=^-- _ _ -- I -�- ��_° K PLACE � t PAR; s.P. Sept. 07,2001 CD AT BRICKELL. s d ca S{IBSTAN'AL MODIF'CA71OM TO MQ.S.P. 00-1036 a -a Ground Floor Plan ��'[�� ,'t�n c� ! I 1 -Pry � 3 Q SOUTH MIAMI AVENUE r B . . . . ........ LT-Q—i LEJ F-- 4.111miz.), I OF J 01i Ail, a PARWNG SPACE PLANS SOILL D (DiL SRICKELL AVENUF I 0 Aug. 2B. 20gA —m 9". .6-� P -p PARK PLACE AT BRICKELL wc a W" M SUBSTANTIAL MODIFICATION TO M.U.S.F. 00-1036 3�iR Mezzanine Plan 20 0 0 cr R. - SOUTH MIAVM AVENUE A I F BRCKELLAVENuE S A F 0 A LT W& LI B !j PA NgSME PEAS SCALE VIV= 1'-4r PLACE AT BRICKELL SLIBSTANTIALMODlf9CA'nDNTOM.U.S.P. 00-1036 - Typical Parking Plan 0 Phase Ph— 2 Sept 10. 2001 --W I— 20'4r 0 = - r,-� i CD 0 BRICKELL AVENUE SOUTH MLAMI AVENUE `7 1 77 1 I. W" "Ti LZ R: -J-11 77 J L i -A rg I -- 4'II iI! rL ph.. I Phan 2 IF +'��—_�':G � � � it 4 L L -SPAQF PLATYSSCALL vie, - J_cr PARK PLAC-E-----� AT BRICKELL SU&STM'MMODIFICAMN TO XU.Sp. 00-1035 9th Floor - Parking Plan 0 0 lb Sept. 10. 200I - kull--i t I. 15-M pl- !A 0 = - r,-� i CD 0 BRICKELL AVENUE SOUTH MLAMI AVENUE `7 1 77 1 I. W" "Ti LZ R: -J-11 77 J L i -A rg I -- 4'II iI! rL ph.. I Phan 2 IF +'��—_�':G � � � it 4 L L -SPAQF PLATYSSCALL vie, - J_cr PARK PLAC-E-----� AT BRICKELL SU&STM'MMODIFICAMN TO XU.Sp. 00-1035 9th Floor - Parking Plan 0 0 lb Sept. 10. 200I - kull--i t I. 15-M ph— I i It L 0 = - r,-� i CD 0 BRICKELL AVENUE SOUTH MLAMI AVENUE `7 1 77 1 I. W" "Ti LZ R: -J-11 77 J L i -A rg I -- 4'II iI! rL ph.. I Phan 2 IF +'��—_�':G � � � it 4 L L -SPAQF PLATYSSCALL vie, - J_cr PARK PLAC-E-----� AT BRICKELL SU&STM'MMODIFICAMN TO XU.Sp. 00-1035 9th Floor - Parking Plan 0 0 lb Sept. 10. 200I - kull--i t I. 15-M Phase? , , I 'T 0 i BRICKELL AVENUE LL SOUTH MIAMI AVENUE —"q _j Phi I 0 PARK PLACE AT BRICKELL Sept,0, 2001 asvaov SUBSTAM'AL MOI)IFICATION TO ACUS.P. CO- 1036 Recreation Deck Plan a. E :.t . . . . . . . . . . 'T 0 i BRICKELL AVENUE LL SOUTH MIAMI AVENUE —"q _j Phi I 0 PARK PLACE AT BRICKELL Sept,0, 2001 asvaov SUBSTAM'AL MOI)IFICATION TO ACUS.P. CO- 1036 Recreation Deck Plan a. E 'T 0 i BRICKELL AVENUE LL SOUTH MIAMI AVENUE —"q _j Phi I 0 PARK PLACE AT BRICKELL Sept,0, 2001 asvaov SUBSTAM'AL MOI)IFICATION TO ACUS.P. CO- 1036 Recreation Deck Plan i CDm ----- ----------- --- --- o CL % :3 BMCI(ELLAVENUE N J • • SOUTH MIAMI AVENUE E: B T � � Ii J1 E1 l i i Pt�z -70 PARK PLACE AT BRICKELL SMSrMln>♦u.maa'FIcATIoN TO M.S-P. oaloae Typical Tower Plan ncsrcc os�awe was vk b .� SepL�p,200i -'" stale r=2WL' 1 �` v� i 0 �0 PARK PLACE AT BRICKELL SMSrMln>♦u.maa'FIcATIoN TO M.S-P. oaloae Typical Tower Plan ncsrcc os�awe was vk b .� SepL�p,200i -'" stale r=2WL' 1 �` v� i 0 0 9 Tower I 2nd - 9th Floor Sf 0 5 is �§ & S_ C C—D - R �i . cr 5 if I 401E I MIX ayi. 1� F 'B" 9VI lk i !h' r WR, 1 t2 Sf =kA .4 1 3 1 1 ,t�wl 52 Sf AC A "C > Elial.lITYN -k- 4 N Ar C tx i-2 540 e AC L Tower 2 _j 11 th - 32th FloorTower2 — -- — -- nd - 9% Floor PARK PLACE AT BRICKELL SUBSTANUAL MODIFICATION To XUS.p, 00-1036 Typical Enlarged Tower Plans - - + Ilttw r �•' u; � r i L N�eealcotn � �_. '- i � -- �1 I . I �'[ rrA 1- i, C .I Lit.: I �. .3 [ � E �'; •;�` Im J 'A ._TYPe i.T d` 4ss �': z Ee�Soom I a- i ey? $ keS T Erq kY L { 1 . -7e9 ar L1? -x k� Z t �i 4_ t-�,�-AC. �- .F ; it. 4E'3%1�- .J�',-tea--`'-•''�ji., ryF- I� ^.�� _ 11 jI j -� !c .R-�����, VLl � F.� � �T t�^�`�--_- � C�••rj 1�- ?�I� I3ou�-r� it it .. fl� _ I. :a�'�l ) .' '4-• L� ._-rr- i C �5} i'I� 1 ./N 10i Sf �.!� i� ,h0 Type*-zJ Ac QNy3; AL ppb, -r 3 —' ,} ..0 -LJ.I t:� ��c. • ; 1 t" � ii iTH { Flactrical-.- ref I I k 1 ,t, . a J Tower l 36th - 40th Floor _--�•--� Fi.�� �-T'- i!1 WawJ Fill LI C7 �� - AC Ody i 3�•._"-'Croa'e'7 �'i 92eedvoq� ❑ } Ju ,i 'Two -r AC CWy c� =,r � � �' }ai4,U 11 ,,i. -ti, �i: .ks � ��.. � Y ^� _�•c�-`-' y r _ 4". 4"� -: a'"'�'�-r�r+-"--- �•—�-R^� >�v` RooFBelor �'.. ,•.,,. .� J �-I A� th ,f V' •r -1 r ,. s n_ r f:._ mix N -_—'-----'� �F�Z, Cr ZD IL LA - s [ Cs_i -1 �: n I 1 C v it Tower 2 33rd - 40th Floor "r P�12 PLACE AT3ICLL E Ej Sept 10, 2001 boll SUBSTANT'ALMODIF]CKnONTOM.U.S.P.OQi036 Typical Upper Level Enlarged Tower Pians PARK PLACE AT BRICKELL SUBSTN'rn& MODIFiCA'OON TO NLLIS.P. 00-1035 South Elevation - S.E. 15th Road i.11lWRL. P,A iW a Aug. 0 I-] L LAI f 4kr USEER ■=a � it „ ��u C- C IFIVUR tI: ANN f11�lEl if 1-0�F. in _ rx w•:; L sin i1 awac�a� Iltilllll Frij : :h3ilrl yy� -?� w.wa Key Plan Dw - Cm i. Tower i ljlm2 T PARK PLACE AT BRICKELL SUS57ANn'L MODLMCKnON TO KU.S.P. 00-1036 Site Section A - A 4 SEASONS MOTEL & TOWER Fm 0 inn raa-awe. &hR-- Sffi Fk" - 41ft Floor- 2 3rd Float - Raaf 7-T 7-F C) Section B -B. i'd AM - t. 14 CID -Qth FL" - PM RON - 7th Fka - 6Sh Floor- Sm Fkwr Ch Fb. - ftrkkV 3rd Floor- Ra 2M Flaw- LI .qP-C-Hrm (--(- Jr-�IXPL r"Akr- Al bKI�KLLL SUBSTANTIAL MODIFIcAmN To j%jU.s.p_ 00-1036 -Mnt " Sept 10, 20e1 1-4r Oft, 4—ELF E-- + Section D -E 111h FL -- 101h Fk— - ,J� 9th P— R"bon Deck t 6Lh FLp- I Rama -Lia, SUI Floor- RtrRwAdenCal Fkor- 4th H- 4 21d Floor - ma� - ............ T— 0— _ �Lobby d I AU2" A— IN 1,:3 Section E -E PARK PLACE AT B R I C K E L-f�- SOBSTANTiAL MODIFICATION To tA -LI.sy, ()0.1036 Building Section 0 0 Sept 07, 2001 7 r cr n u I0 10 r1 L-A PARK PLACE AT 5utt `oto the public record ^r. _ .. ton with Rem �" .�' IS -6 t BRICKELL 4«�ilyClek Csi}+ Clerk ("CS SUBSTANTIAL MODIFICATION TO M.U.S.P. 00-1036 SEPTEMBER 07, 2001 I! Ak Not to Scale Pro'ect Criteria / ZoniS Setbacks / Overview Survey I" = 30'-0" �s4W,� 1 ' .:> NET LOTAR€A - Ground Floor Flardscape-Plan 3.61 ac 1571-7775 1" = 20'-0" GFUSS LOrAREA 1" = 20'-0" 5.07 ac 220, s Site Plan OFBd SPACE _Ground floor Plan 15% d GLA 33,100 Sf 66,870 sf BLUM FOOTPRINT 1 = 29:0"- - - -9M FloorPlarking-Man _-_- . - . 1" = 201-0».... 90,367 sf I" = 20'-0" Typical Tower.FlQOr-Plan _._ REQUIRED / ALLOWED PROVIDED BASEFAR- NWHEM 3.25 x GLA 717156.00 sf -West Elevation -�- u- th-Miami Avenue - BASE FAR- RESU South-Tevation - S.E 15-th Road 425 x GLA 937,62200 sf I" — 20'-0" BASEFAR-COMERGI4L 415 x GLA 937,822.00 sf 20% PU.11 20% of GLA 187.564.40 sf Site Section _.. -... MAIL FAR .'I. ,"'P,. 7 'i' "'8ir {+, G;;'1',t�+2' 1 »� ,. ... 96_9 416 sf '3�At. I �i- -$uilding-Sections 6 Sts NDRFA.R 220,761 sf W-7510 651206 sf PAF4M 320214 sf 278,614 d 5598,828 sf TOTAL Sf 1`16488�.1' 9,450 sf °" ., ;'.• d„ i� r SOl11H MAM AV@4E 441'-5" .E 15thROAD w4r f 1AF"F _ f�„"?1♦"n'i tCG,:,;?�Y�jh3,, ..sFrth.5�'. �.*M..I'Y',+ J'F''ah751w,':: FEBEENTAL T01AEt1 ND 438.8 fSCENIIAL TOWWR2 F93ff FESTIO OM 438'.8 � 1S"iAll��'.M . -. .. � ._._ .�. mei/ 9,7s. y. t ,;4 Pk5'w4 PAR.. (7 ., ti,f7,777a SOUFH MAM AVBd.E(80q 15-0' 75-5 15th D( 1 Phase 1= 125-2' Phase 2= 1540" M04ORYAM(NDR14 15-P 15-0' NTMMYAFC N6.0 T-6' T -E MHdORYAFU (NDRTH, 15-T 15-T s RESTARFANT 12,922 sf 70,718 d 23,640 sf R6EBIML 451,335 sf 471,577 sf 932,862 sf aALCDNES 117234 M 110,460 s 277, sf RH7rtATI0N [IHD( 36,313 sf 33464 sf 69,777 sf MR 1. 320214 sf 278,614 sf 598,828 sf ..H 38,882 37,493 d 76.375 sf CRMLA110N 145,568 sf 731,794 sf 277,360 sf TOTAL 1,136,488 st IAW962.ef Z219,4150d 1 Bac-Type"A" 76 105 181 1 Bed -Type 'Er 60 W 120 2 Bed- 1 112 Bath 0 46 46 2 Bed- Type -A7 92 0 92 Bed-T 3N-1 fib 114 1ffi 28ad-Type'C 33 52 85 3 Be&r 30 22 52 TOTAL 367 406 21423 unr"cre T73 a d Mall) Code space/ 8 7 15 T- 1Bed-Type'A' /spacelull 76 105 161 1 Bed - Type -T / space/ url 60 60 2 Bed 1 M BaEh 1 space/ url 0 46 2Bed- Type "A" tspacefurl 92 0 2Bad-Type"B' spacel uui fib 114 2 EIM- Type -9 1sWa lurl 33 52 3Bedroom Ispacefurl 30 22 EspacesionibS1,4 FOAL I sPace/ 1,wo sf 4 9 RESTAURANT /space/300 sf 43 36 TOTAL REQUIRED 414 451 TOTAL PROVIDED 796 604 1.8 t'f1aSe l = 478,"179 51 4 BtKIHJ (m 1Z-0" X35'-0" BTWN 250.000 & 500,000 sf f BERTHS @ 10'-0" X 20'-0" BERTHS @ 12-0" X35'-0"Phase 2 = 491,137 Sf 4 BERTHS @ 1211"X35'-0"BIWN250,000&500,000sf BERTHS @ 1 __a X20'_0 BERTHS @ 12-0" X35'-0" Glass II permit allows reduction in helth size from 12'-0" x 35'-0" to 10'-0" x 20'-0" Drawing List Drawina Scale - Project Criteria Not to Scale - Brickell Context Area Plan Not to Scale - Survey I" = 30'-0" - Existing Site Plan with Proposed Project Overlay 1" = 20'-0". -Zoning Plan I" = 20'-0" - Ground Floor Flardscape-Plan 1" = 20'-0" Ground Floor Landscape Plan 1" = 20'-0" - Recreation Deck Haidscape Plan 1" = 20'-0" - Recreation Deck Landscape Phan L" - 20 tY' Site Plan 1" - 20'_0» _Ground floor Plan 4" = 213'-0" - -. -Mezzaffne-FlOnr-Man _. _. -_-__ - _.. _-. _1".= -D -D".. TypicalParldng-P-lan 1 = 29:0"- - - -9M FloorPlarking-Man _-_- . - . 1" = 201-0».... -Recreation Deck floor Plan I" = 20'-0" Typical Tower.FlQOr-Plan _._ 1"=20'-0" Typical f-rdargedTower Plans .. }" — 20'-0" - - Typical Upper Level -Enlarged -Tower Plans 1 20`-0'r..- -West Elevation -�- u- th-Miami Avenue - - 7^-.Zp'-0^ South-Tevation - S.E 15-th Road I" = MI O" - East Elevffiion - Brickell Avenue -. I" — 20'-0" _ —North Elevation__ -.. - I" =20,-W East Section I Elevatran = Tower 1 -. VJest.Secainn.J Elevation -.Tower 2 - -- _ i" --20`-8" Site Section _.. -... 1"_20'-0". -. _... _._-.. - -. -_-Building Sectiones _. _... -__-. _.-... 8'_t_$, _. _ Building Sections I �i- -$uilding-Sections 6 - BulldinkSeCllons -. �,,`� PARK PLACE AT BRICKELL SUBSTANTIAL MODIFICATION TO M.U.S.P. 00-1036 ` 1 Project Criteria / Drawing List (Preliminary - Subject to change) Sub.^f„ad r',^; ;_`e public record it With/ item mi o,., I Hr - Waite, �:oeman City Clerk 5M1L es"iU,a R. Sept. D7, 2001 oays�o"a,:s LJ 0 AUrecord in Ah ® item Z. j u , ,Poer a H ®® 7Ar:,�,d�nahr°,�+�ry,6M liy,, ��a r00Vi18fl :l+ , f! f �5xuY CityClerk PROPOSED PARK PLACE AT BRICKELL PROJECT g Le end 16 �+ r y " p �^ ■ Recently Completed ■ Under Construction Planned Existing Metro Rail Metro Mover �v mi Metro Mover Station i` Yt M1. a • �' Mixed -Use Projects `r"""4 � " jj � ■ A. Miami One -Residential /Retail /Hotel /Office D ■ B. River Renaissance - Residential / Retail s.. , ■ C. Constructa - Hotel / Retail ® _ ® ® fi ■ D. Mixed Use Project ■ E. 4 Season's Tower -Residential /Retail /Hotel /Office a m ® ■ F. Espirito Santo Tower - Residential / Office rrdd s m ® ■G. JW Marriott /Barclays Financial Center -Hotel / Office a O Residential / Hotel Projects r. ■ 1. Brickell on the River ■ 9. Mandarin Hotel Q2. Miami Circle Site ■ 10. Yacht Club I OQ H 4 �� ■ 3. Future Residential Tower ■ 11. Yacht Club II s. ■ 4. Courvoisier Courts ■ 12. Brickell Bay Plaza W. . ■ 5. One Tequesta Point ■ 13. Bayshore Palms ■ 6. Two Tequesta Point ■ 14. Fortune House f ■ 7. Three Tequesta Point 15. Brickell Grand ■ 8. Future Residential Tower ■ 16. Brickell Commons PARK PLACE AT B R I C K E L L`�' " Set °', z°°'`��s SUBSTANTIAL MODIFICATION TO M.U.S.P. 00-1036 Brickell Area Context Plan 0 I 4 0 0 0 0 ,3 � o i ism— o � `� .�° � �, ' � ^�,. t✓�� _ -� -7.'9. '.uOO >4 n C >n o �sNH, UTH _ MIA. o° �� �o AGEIYTIFoo 3coo s o 00 35Dz �q�ni n o M- i J w_{ g Zi4 '� m- +•y3 w�i �_ M.. ZAy a L _. - e —_= Submitted into the public �. ^2 ;� sx o �.. r ,cc,f ;n cerne Cn with _ Zon 11-15001 If O 46^_v .fin t ;"3a � xsvlsloNs Associates. 11 ' D ---- -- -- LfND PUNNens evcixeeR& Lots --Bloe{of -------— s e £ORS (LB/B>J 0 CORPORgT£ N'AY NlR1NAR FLORIDA 33025 ( )a.?5 Tn�D FaK A ( J- B 3288 rn a o 'Boundary 3 Ry" -- according to thep lat thereof, as recorded in Plat Book at the ° N. Page,of the Public Pecords of Dade County, Florida.Section aosem e Aox3o,. Paesf - R s — — E C ----------— --- -- -------- ® ® ------------ ------ Property Line Setback Line 15-0" Net Lot Area / SOUTH WWI AVENUE— / O /495.5----- / — a ---- -- REAR YARD / i / e O i 15-0" r / / r / / e / N � O 00 f ill O i u C ..:. C`•'fti�'t 'i 413.72' Qty L via -r F-oamnan ii'p dlp �il1,i'i �' a �i�' i� i'�: )� J �'l�i���i' �Ih, �.L�r,:�l �i h it i �� �''� �i Ji r•. I'" 7�';, Gross Lot Area i` i----------------------------------150-_� 7y���y y®[/��//��p PA1\K LACE BRICKEL,L, s""�; a saw °�" Sept. 07, 2001 —�� � 111,:V.21-0.D[[oss 1 d1T SUBSTANTIAL MODIFICATION TO M.Ci_S.P. 00-1036 Zoning Site Plan ® � ��' o Em ;0 ISOUTH MIAMI AVENUE o \ x° 46 �J / o 00 00 jou 0000° ._ G Q jp 0 0 oO� �I IP6SO n.O O BRICKELLAVENUE !i"'.E' r:2 [9 EC EDBGC - / [=Geer. P R AT b ' C L a` n, Aug. 28E 2001 .. SUBSTANTQAL MODIFICATION TO M.U.S.P. 00-1036 RECREATION DECK HARDSCAPE PLAIN �� LEGEND - PAVEMENT MATERIALS Q DECYPAVEMENT E _..- vrcu,_ QO: P3(fI Q 08 DECK PAYEMENI(2) PaMIEr T= PAYER YDWI£ SIEll?AHR - m1®: D -EN 11 vs (wain © DECD PASEFENI (3) —'DESEF1 Ix COxFrz[i[ Com. c-11 ( SAN.) Q%T. O PAVEMENT GO RED WALKWAY up[r. •m nExannvE � x2cAu Cotdt c0 INS:RR BRICKELLAVENUE !i"'.E' r:2 [9 EC EDBGC - / [=Geer. P R AT b ' C L a` n, Aug. 28E 2001 .. SUBSTANTQAL MODIFICATION TO M.U.S.P. 00-1036 RECREATION DECK HARDSCAPE PLAIN �� LEGEND - OUTDOOR FURNITURE CAFE . En u n/Ari cN,ix. vxoEEEn . u� xuA a 02' SLAC!t BENCN W/AxnCIXRO PRDRCiNN D-.1. p LOUNGE CNAIRI R&N ALDNIMIII W/ANTCMtFY61VE PPORCIION Dm . ro NATCW sF. 1AIR5 0 GARBAGE RECEPTACLE 9A1ERIUL ALDMINIRI w/ANnCJRAO�c PADiECP[N COLO:i, BUOY O POR (4' DIAM) NflII8RL113: INiEp1µ CDLCA [DxFSIE MiH S4Ell G4L�` i0 NAICN SxEll PAVEAA BRICKELLAVENUE !i"'.E' r:2 [9 EC EDBGC - / [=Geer. P R AT b ' C L a` n, Aug. 28E 2001 .. SUBSTANTQAL MODIFICATION TO M.U.S.P. 00-1036 RECREATION DECK HARDSCAPE PLAIN �� C-833 FORTUNE HOUSE CONDO, 185 SE 14TH TER M$A FL 33131 29 1413 1513 1613 1713 1813 1913 rGGUv �, with item p �•_ tt�lx•o vv -,,,..,f roernan City clork LUDIAN INV CORP 185 SE 14TH TER #1413 MIA FL 33131 CLAUDIO SALAZAR 185 SE 14TH TER 91513 MIA FL 33131 CARLOS & G SALMAN 185 SE 14TH TER #1613 MIA FL 33131 NEPTALI J MTZ LOPEZ 185 SE 14TH TER #1713 MIA FL 33131 ASTOR INV CORP 185 SE 14TH TER #1813 MIA FL 33131 ASTOR INV CORP 185 SE 14TH TER #1913 MIA FL 33131 2013 BEAR PACIFIC LTD% FREEMAN 520 8RICKELL KEY DR #0-305 MIA FL 33131 2113 EVEREST PROP INC 185 SE 14TH TER #2113 MIA FL 33131 2213 WILLIAM & POLLY HIMEL 4751 GULF SHORE BLVD N #802 NAPLES FL 34103 2313 J R BRAVO & M R GONZALEZ 185 SE 14TH TER #2313 MIA FL 33131 SJ Submittod into the public reCord hi cOnpoctlion witli lien.) ft -- 1(-PK--QL al'. [Oriaa 19ppttrtumt of Otatr I certify from the records of this office that PARK PLACE AT BRICKELL LLC, is a limited liability company organized under the laws of the State of Florida, filed on October 20, 2000. The document number of this company is 1-00000012857. I further certify that said company has paid all fees due this office through December 31, 2001, and its status is active. CR2EO22 (1-99) Submiftocl into t4je pc(b«G record ir) c;c;r�r�c fif��1 V'J1$ lif�a'il _�'•1'_. �t7 ._i.l."��� 1"Miler Foemarr City Clod( Given under my hand and the Great Seal of the State of Florida at Tallahassee, the Capitol, this the Thirtieth day of August, 2001 Inc rxthfl ine Harris �acretnrn of —'�4taft� K 60b"1111L 10d Into tho publile, "OCOfd ill connet,,floll with itol-A-11- 0, F-ooman Owner/Developer Architecture: Landscape Architecture: Civil: C PARK PLACE AT BRICKELL MAJOR USE SPECIAL PERMIT 1450 Brickell Avenue Directory of Project Principals Park Place LLC. 848 Brickeli Ave. Suite 1010 Miami, FL 33131 Telephone: (305) 371-5254 Bermello, Ajamii & Partners, Inc. 2601 South Bayshore Drive Suite 1000 Miami, FL 33133 Telephone: (305) 859-2050 Fax: (305) 860-3700 Willy Bermello Telephone 860-3735 Fax: (305) 860-3700 Willy_Bermeffo@bamiami.com Tere C. Garcia Telephone (305) 860-3758 Fax: (305) 859-7666 Tere_Garcia@bamiami.com Scott Bakos Telephone: (305) 860-3710 Fax: (305) 859-7666 Scott Bakos@bamiarr:i.com Elizabeth Newland Telephone. (305) 860-3729 Fax: (305) 859-7666 Elizabeth_Newland@barnfarni.com Oliverio Sanchez Telephone: (305) 860-3755 Fax: (305) 859-9638 Oliverio_Sanchez@bamiami.com Traffic: Jackson M. Ahfstedt P.E . 46 N.W. 94' Street Miami Shores, FL 33150 Telephone: (305) 754-8695 Fax: (305) 754-8695 Economist: Sharpton, Brunson & Company, P.A. 1 S.E. Third Avenue, Suite 2100 Miami, FL 33131 Telephone: (305) 374-1574 Fax: (305) 372-8161 Darryl Sharpton Dks@abccpa.com 0 Subf7ii'llo(I +—q 11in Public rocord in Itcrin . or, r�f�rlc 0 Attorneys: Greenberg Traurig P.A. 1221 Brickell Avenue Miami, FL 33131 Adrienne Friesner Pardo, Esq. Telephone: (305) 579-0683 Fax: (305) 961-5683 Pardoa@gtlaw,corn 0 into tho public rocoj'd 5-1 with hom P.0 — cn Foornan City Clerk 2 4.1 r0cord 6- I with icon -P Subrnitt(-,,d Into tho public record h, !,-Or)rlr-lC'Lf:Ofl with Item -h-l-CO—OA oa, m an q Q Surmittod lnLLc) vie public record in with item P7� on ;-woman ,_:°q (,'I,-rk lil SubMitted Inn the publio rocord In "foll with item 13i ,man E 10 Abirnittod into til(I pubffo record in coy ,r,1f;Pic�r� �rviYh ;lnciri lotlrt C PARK PLACE AT BRICKE LL SUBSTANTIAL MODIFICATION TO MAJOR USE SPECIAL PERMIT 00-1036 Article II. Project Description A. Zoning Ordinance No. 11000 1. Section 1304.2.1 Application Forms; Supplementary Materials 2. Section 1702.2.1 General Report 3. Section 9702.2.2 Major Use Special Permit Concept Pian 4. Section 1702.2.3 Development Impact Study Subriittecl IMo tin public; record in with item Foernan Clork Park Place At Brickell 0 Substantial Modification To MUSP 00-1036 Zoning Ordinance no. 11000 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. Park Place at Brickell is an compelling mixed use phased development providing a grand total of 773 units, 36,554 square feet of ground commercial space and 1,400 parking spaces. The project will consist of two (2) phases. Together, the two (2) phases will create a coherent single project, although each phase will also have the ability to function independently. Phase One consists of 367 residential units, 16,944 square feet of ground floor commercial space and 796 parking spaces. Phase Two consists of 406 residential units, 19,610 square feet of ground floor retail and 604 parking spaces. The project is located on Brickell Avenue in the transition zone between the financial and high rise residential districts. The property abuts three streets: Brickell Avenue to the east, South Miami Avenue to the west, and SE 15'h Road to the south. The north side of the property is adjacent to other interior properties. The property consists of a net lot area of 157,177 square feet or 3.608 acres. The gross lot area is 220,664 square feet or 5.066 acres, The property is located within the SD -5 Zoning District. The property is proximate to the major employment centers of downtown Miami, the City of Coral Gables, and the City of Miami Beach. Its proximity and quick access to transportation networks, including transit, will allow residents to quickly commute to employment centers within the region. A recent study commissioned by the Downtown Development Authority indicates thatthe potential demand for rental housing in Downtown Miami and the Brickell area is strong. Potential demand for the entire downtown area is estimated at 5,421 units for the period between 1997 and 2005. The Brickell area accounts for approximately 34% of this demand. Recent studies have found that renters in the Brickell area are looking for projects that contain amenities such as security, parking garages, noteworthy architecture, and recreational facilities that are affordable to young professionals. Park Place at Brickell, when completed, will consist of two towers of varying heights: Phase One, with 40 floors at 438'-8", containing 367 residential units; Phase Two, with 40 floors at 438'-8", containing 406 residential units. Both towers include an 8 -story parking garage and a recreation deck. The ground level incorporates retail uses such as restaurants, cafes, convenience stores and specialty boutiques that will cater to residents of Park Place and the surrounding neighborhood. This project will provide a more affordable housing alternative for modgr,fe!-it�orpe professionals I<;,.. qubil0 rocord if' with c(,,rnan ;i Clark in the Brickell are , a market that is presently underserved. Trhe supply of apartments in this area has recently increased, although for the most part these developments cater to higher income professionals, leaving a market void that Park Place will fill. The retail area is primarily oriented to Brickell Avenue and South Miami Avenue. The Phase One parking garage is accessible from South Miami Avenue, while Phase Two is accessible from S.E. 15th Road. These locations prevent vehicular traffic associated with the parking garages from directly accessing Brickell Avenue. Each lobby drop-off and pick-up area includes a covered area to provide shelter during inclement weather. All entrance drives feature specialty concrete patterns and provide careful attention to detail to provide a rich experience for both the tenant and visitor. Beyond the building's perimeter, the sidewalk area will be lined with a combination of both shade with clusters of palm trees, in relation to ramps and stairs. Specialty paving, landscape furniture, lighting and street icons will provide a true urban streetscape experience. The heart of the streetscape experience will be in the pedestrian plaza at the intersection of SE 15'h Road and South Miami Avenue. Covered by a bosque of nativev canopy and flowering trees, this oasis will provide areas for pedestrian gathering and as well as a delightful area for pedestrian circulation. The focal point of the plaza is a water wall that extends 110 feet along a portion of the southern perimeter of the space. Pedestrian visibility into the plaza from the public sidewalks on SE 15'h Road and South Miami Avenue are an important feature of this urban space. The plaza will include site furniture and custom seating walls for areas to comfortably observe the fountain and to take advantage of the shade of the bosque. The drama of this space will be featured with distinctive lighting of the canopy trees and the water wall. The plaza and the water wall will have a sophisticated palette of specialty paving and concrete finishes to create color, texture and definition of this urban space. All parking garages have security -controlled gates with card key access for tenants and passes for guests, and dedicated elevators providing access to the lobbies. A security desk in the lobby separates these elevators from tower elevator banks. Additionally, all units feature telephone entry and intrusion alarm systems. The eighth level parking garages provide a total of 400 parking spaces, which supports the residential and ground floor commercial component of the development. The ninth floor houses the private recreational deck, which consists of both indoor and outdoor amenities. The recreational deck is designed to provide two separate functional decks for each phase, or a single "super - recreational deck" that both towers can share. The ground floor of the parking garages house utility facilities such as the Florida Power & Light transformer vault, and the main electrical, mechanical, trash, and telephone rooms. These spaces are centrally located within the ground floor, and are buffered from adjacent streets by retail, restaurants, lobbies and garage entrances. These areas are accessible from the existing alleyway linking 14th Street and Brickell Avenue. Drawings showing the architectural character of the project (elevation and renderings), and the location of intended uses on the site plan 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. The following exhibits are included with the Major Use Special Permit Application: Sub; ^� }6 ., public aotic (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 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 project's developer is Park Place, LLC. The architects, planners and engineers are Bermello, Ajamil & Partners, Inc. The general information requested is shown under Tab 6 of the Supporting Documents. Several drawings include the following information: (l) Boundaries of the project, any existing streets, buildings, watercourses, easements and section lines. The boundaries and the location of existing streets and easements are shown on the Boundary Survey located under Tab 5 of the Supporting Documents. (2) Exact location of all buildings and structures. The exact location of all existing buildings located on the property is shown on the Boundary Survey under Tab 5. The location of the buildings to be constructed is shown 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. The vehicular parking garage entrances and exits for each tower function independently from the drop-off and pick-up areas for each tower lobby. This prevents parking garage traffic from interfering with drop-off or pick-up traffic, creating a more efficient vehicular transportation flow. The Phase One parking garage is accessible from South Miami Avenue, while Phase Two is accessible from SE 1511 Road. These locations prevent vehicular traffic associated with the parking garages from directly accessing Brickell Avenue. Each lobby drop-off and pick-up area includes a covered area to provide shelter during inclement weather. All entrance drives feature specialty concrete patterns and a careful attention to detail to provide a rich experience for both the tenant and visitor. Beyond the building's perimeter, the existing sidewalk area is lined with a combination of both shade and palm trees, specialty paving streetscape furniture and sculpture to provide a true urban experience. The pedestrian circulation within the plaza area and the garage vehicular entrance will be safely separated with canopy street trees and bollards. The vehicular paving surfaces will be upgraded to integral color concrete to relate to the specialty paving colors and finishes within the pedestrian areas. The vehicular and pedestrian circulation areas will be of high quality materials and finishes so that they enhance the pedestrian experience within this important space: Distinctive finishes will be added in the pedestrian crossings for safety. A detailed analysis of the site access and traffic flow is located under Tab 2 of the Supporting Documents. p',e Public ccc�r ! lon with E-00%man provided in the Traffic Impact Analysis C (4) Off street parking and off street loading areas. The off street parking structures are located on the second through ninth floors of the buildings. They contains eeight (8) levels of parking with 1,400 parking spaces including 32 handicapped spaces. The plans for the off street parking facility are provided under Tab 6 of the Supporting Documents. The Zoning Ordinance requires four (4) -loading bays of 12 ft. x 35 ft for each phase. A request for a Class II permit is included to be able to provide six (6) bays at 12 ft. X 35 ft and a reduction of four (4) bays at 10 ft. X 20 ft. The ground floor of the parking garage houses utility facilities such as the Florida Power & Light transformer vault, and the main electrical, mechanical, trash, and telephone rooms. These spaces are centrally located within the ground floor, and are buffered from adjacent streets by retail, restaurants, lobbies and garage entrances. These areas are accessible from the existing alleyway linking 14th Street and South Miami Avenue. Service areas are shown under Tab 6 of the Supporting Documents. (5) Recreational facilities Iocations. The roof top deck provides recreational and lap style swimming pools, sunbathing decks, garden planters, covered pergolas, whirlpools, racquetball courts, squash courts, lawn areas, and open space areas for resident meetings and parties. The south end of the recreation decks provide unobstructed views into the street level plaza and beyond to Simpson Park. The paving materials and finishes will be varied to provide scale and interest as well as safe surfaces for users. Informal seating and gathering areas have been provided near the racquetball and squash courts for relaxing before or after a game. The plant palette includes many palm trees, flowering trees and a variety of native shrubs and ground covers. The recreation terrace is shown under Tab 6 of the Supporting Documents. (6) Screens and buffers. Each of the elegant streetscapes along Brickell Avenue, South Miami Avenue and SE 15 Road distinctly relate to the flavor of the area. Along Brickell Avenue a sophisticated urban streetscape concept relates the elevation along Brickell with the higher elevation of the retail components. The two levels are connected with a series of cascading planters and steps that respond to the changing elevation along the street. The planters will respond in spirit to the bluff with keystone finishes and textures. At both levels canopy trees and palms will provide pedestrian scale and shade. A distinctive specialty paving material will extend from the plaza area at the intersection of South Miami Avenue and SE 15 th Road through the building out to the sidewalk on Brickell Avenue. This paving material will include imbedded shapes that reflect the character of the organic components of keystone. At the intersection of SE 151h Road and Brickell Avenue a keystone icon will be positioned to reflect the intersection and define the character of the project. These icons will be repeated at intersections and entrance points around the perimeter of the project. At the entrance areas these will include project identification signage. As pedestrians move from Brickell up SE 151h Road they will be shaded by canopy trees, small palms, native shrub and ground cover massings. i .._. i3 3 n3 0 Uk�ilt�� rocord is -i corfrifx flon with itc ri. «rt '.0 1✓ ank _ j C7 The plaza at the i ersection of South Miami Avenue and SIP, 5" Road will be clearly visible from the sidewalk and accessible at from each roadway. See section B for more description of character of plaza. The streetscape along South Miami Avenue includes native canopy shade trees that will with time reflect the spirit of the Poincianas in the single family area to the south. Keystone icons are located at the corner of South Miami Avenue and SE 1511 and at the entrance to the residential tower. The retail component along South Miami Avenue has streetscape areas that will be suitable for outdoor cafe dining. The landscaping and buffer area details are under Tab 6 of the Supporting Documents. (7) Refuse collections areas, Waste collection will be provided by a containerized compactor system located within the service area in each residential tower. In addition, each floor of both towers will have chutes servicing trash and recycling, and each tower will have a ground floor self-contained trash compactor unit and a cardboard recycling bin. These facilities are shown under Tab 6 of the Supporting Documents. (8) Access to utilities and points of utility 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: qV (1) The various permitted uses. The various permitted uses include residential, parking, retail and office. A detailed list of the uses included in the project is as follows: Residential building Parking garage Recreational Deck Retail Open area, plazas and exterior courts SubrnMed into the pubIle r000rd ire with (2) Ground coverage by structures. stern ori 1_!. j��� IfVaitef Fooman Ground coverage by the structures is 41 % of the total gross lot area. ciiy Clem€ (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 provided is 1,400 spaces. Derivation of the numbers of off street parking is shown under Project Criteria, located under Tab 6. (2) Total project density in dwelling units per acre. Total project density is 214 units per acre where 500 units per acre is permitted. qff (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. (1) 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 included under Tab 6 of the Supporting Documents. Typical floor plans for the residential units as well as all elevations and sections are located under Tab 6 of the Supporting Documents. (j) Plans for signs, if any. The project will include "signature" signs for the residential buildings as well as for the retail area. A package of uniform design guidelines will be submitted to ensure that signs are uniformly designed. (k) Landscaping plan, including types, sizes and locations of vegetation and decorative shrubbery, and showing provisions for irrigation and future maintenance. The landscape plans are found under Tab 6 of the Supporting Documents. (1) Plans for recreation facilities, if any, including location and general description of building for such use. The roof top deck provides recreational and lap style swimming pools, sunbathing decks, garden planters, covered pergolas, whirlpools, racquet ball courts, squash courts, lawn areas, and open space areas for resident meetings and parties. The south end of the recreation decks provide unobstructed views into the street level plaza and beyond to Simpson Park. The paving materials and finishes will be varied to provide scale and interest as well as safe surfaces for users. Informal seating and gathering areas have been provided near the racquetball and squash courts for relaxing before or after a game. The plant palette includes many palm trees, flowering trees and a variety of native shrubs and ground covers. The recreation terrace is shown under Tab 6 of the Supporting Documents. (m) Such additional data, maps, plans, or statements as may be required for the particular use or activity invo[ved. The details of the spaces and calculations used to compute the Floor Area Ratio (FAR) are shown on the FAR plans under Tab 6 of the Supporting Documents. The drawings covering the roof and mecf in *..electrical aq} p� grooms are included under Tab 6 of the Supporting Documents. rocor i a� with icor �.`� 6 ' 1 -iter Foeman (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 as well as floor plans showing the parking garage, the service areas and the retail and residential units are located under Tab 6 of the Supporting Documents. 2. Section 1702.2.1 General Report (1) Property ownership or ownership and beneficial interest within the boundaries of the area proposed for Major Use Special Permit. Statement of Ownership and beneficial interest within the boundaries of the area proposed for Major Use Special Permit is 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 Boundary Survey is included under Tab 5 of the Supporting Documents. (4) Map of existing features, including streets, alleys, easements, utilities' tines, existing land use, general topography and physical features. The existing site features and utility lines are shown on the Boundary Survey of the property located under Tab 5. The site features and the utilities are also described in the Site Utility Study, located under Tab 3 of the Supporting Documents. (5) Materials to demonstrate the relationship of the elements listed in (4) preceding to surrounding area characteristics. The Drawings submitted with this Application are located under Tab 6 of the Supporting Documents. (6) Existing zoning and adopted comprehensive plan designations for the area on and around the lands proposed for Major Use Special Permit, The existing zoning designation for the property pursuant to City of Miami Ordinance No. 11000, is SD -5 (Brickell Area Residential -Office District). Page 37 of the Zoning Atlas Map is located in Article 1, and indicates the existing and surrounding zoning. The comprehensive plan future land use designation for the property is Restricted Commercial. The zoning and the comprehensive plan designation are consistent with one another. 3. Section 1702.2.2 Major Use Special hermit Concept Plan. (a) Relationships of the concept plan to surrounding, existing and proposed future uses, Alk activities, systems, and facilities (transportation, recreation, view corridors, pedestrian now systems, service systems and similar uses). Walif r Foorl a" 0 Article li contain a written narrative of this Proiect otinina or000sed uses. nntivitieq nnrt architectural character. This narrative also contains descriptions of the project's relationship to traffic, pedestrian movements, and transportation access. Building elevations and sections showing the proposed materials, vertical profile and height, and orientation to streets is included in the Drawings submitted with this Application. The list of Drawings submitted is found under Tab 6 of the Supporting Documents. (b) Existing zoning and adopted comprehensive plan principles and designations. This project conforms to the SD -5 (Brickell Area Residential -Office District) zoning district designated for this property. The comprehensive plan future land use designation conforms to 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 114 -mile of the site, or an area including the major intersections to be impacted by the site, whichever is larger. The Traffic Impact Analysis is included under Tab 2 of the Supporting Documents. (b) Economic impact data shall be provided, including estimates for construction costs, construction employment and permanent employment and shall demonstrate that the proposed development is favorable to the economy, public services, environment and housing supply of the City. The Economic Impact Study is included under Tab 4 of the Supporting Documents. (c) A housing impact assessment. There will be 773 residential units within the development. The average rental price will range from $1,100 to $2,000 per month. (d) A description of proposed energy conservation measures shall be provided, including only those measures that are proposed in addition to the minimum requirements in State Energy Code. Architecturally, the building envelope will be comprised of insulated walls and roof. Lightly tinted glass will be used throughout the building. Electrically, all exterior and landscape lighting will be controlled by means of time clocks and photocell switches. Energy saving lamps, ballasts and fixtures are being considered at cores and public spaces. (e) Historic Buildings There are no existing historic structures located on the property. (f) Environmental Impacts The property is located within an archaeological preservation district. record i!i item 11valtNr -r Foornan City Glen pt ROM PARK PLACE AT BRICKELL SUBSTANTIAL MODIFICATION TO MAJOR USE SPECIAL PERMIT 00-1036 Section 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 - Project Criteria and Drawings Subrni'llod into thn, Public t'ocord ill (t, - t, R�or� evitFi of t Waio,v F'ooman 1�uLL i nfi-t"-ecl Into tho public rocord in c,,Lmnovflofi with ROM Otil.l. fc-aL.— Wul(or i ooman City Glotk n W-11 �u n 0 0 0 0 0 0 00 0 0 0 D SOUTH MIAMI AVENUE U Im 0 0 0 0 0 0 0 D 0 0 0 EB 00000000000 171 BRICKELL AVENUE �r,o C;iLv, Clete PARK PLACE AT BkICKELL Aug. 28, 2001 SUBSTANTIAL MODIHCATION TO M.U.S.P. 00-1036 REC-REATION DEC—K LANDSCAPE RAN I- m rn u nAmc Q OD - - DROP OFF c RETAIL --- O° OT'--. o' ®------- � j VPLAZA ® ■ / O 7 a R / 0 0/ - - --- - --I - 0 / O " •- 4- ( i i , B i © a„o DRIVEWAY O ■ O��-___' A O O A RETAIL f WALKWAY; '+ ■ 5■ e F O —DROP, - 0—__J OFF �I I / 4A R� I .....______-._ P. Y \ 0 WALKW RETAIL y 0 p e LL--- - - - — FkETg�IILW -- A.ocurn nrmc. Alen n.mc w.m.e.. �isc� ,•. © © In © ri © n © © H © © © l- © H1 O l y`• PARK PLACE AT BRICKELL SUBSTANTIAL MODIFICATION TO M.U.S.P. 00-1036 GR®UNDF'LOOR HARDSCAPE PSI _ Phase 1 Phew 2 LEGEND - PAVEMENT MATERIALS QA TcHCUTAR INTERIOR CIRCULAl1ON ® FANeF SSlEM9 DDLDR D— OB P-,WEN'BANNS vArr . :wu caDR cavuart Era CaDR. cAua ME " EE: T . ca. CONCRM gKE "' (°C4Ri SAND) © SOEWALK PAYANENT YMEN1 MF N1<GGA_CDIW CDNL3EIE 1A1 DIAL M: —RAL -DR DMCRER AND/OR Q— CN OX. 39P (PRiL1ANE GRA» RETAIL PaVKEN- ALONG STREETS (3RICKEU AND 5°J-."., -NUE-) — WW1£ 5.1a1 A. (roRAL) ® BUI DINGRETaL PAYMENT P tr - N- A- OXM C— WRI OECFAIN IN Ftt� �. c n (DCSERI sAUI) PARK PLACE AT BRICKELL SUBSTANTIAL MODIFICATION TO M.U.S.P. 00-1036 GR®UNDF'LOOR HARDSCAPE PSI _ Phase 1 Phew 2 o7 Ut Lnr l Gecc, Aug. 28, 2001 "°`° LEGEND - HARDSCAPE ELEMENTS ® PLAN7R (�P ORADE) vArr . :wu caDR cavuart Era CaDR. cAua SEAlll k PL MN1F 0 1A1 DIAL M: —RAL -DR DMCRER AND/OR Q— CN WLI:..Al. SNU PAN ll RUA5-/,con Asim. <L�. KE4�Fll PAKaS � 0 PTS (4 IAM) nr�ny-� NTael Glu: f/vNCRCR MA 9�FLL AGOREOA-5 L41O9 10 MAipf 4ff11 PAY�AS e BOLLARDS (4 HT) gE A -m Iv1E;RAL cx°A °M m NI1N s u A.ECAIES(DR ALWIII. M1N ANDMORn'E 11DRCDDN) = TD MAICM S— PA— (DR —9 o7 Ut Lnr l Gecc, Aug. 28, 2001 "°`° 17 M Z S"!i �!• 5 �'tl �'� f rf �. .i' L Y. ,� .:'.�'m"N t � rj i � "}' �5� � ��D y �''`r ..++ ) +s ;"' &« ( 9 .* ko-' z'Ct _lCal' A ems+ ':''.k Sof ,<ti'e "1,�i':I i rvt '?' .t" �y' �+ vZ+'•!ei.\*!k\.f"`',C X �S ••-A `\ �p �� ,. f � �n� � '�id�A ^' Who. �+i'ad'1 'F �` ��,h��Y C rte\\. i ,� iq Y G 4 uU4 L I_ �:J '.' iay w , s�Wt ,d_:` i5t^W� . ,2 r" �".n�, 1..�,�,¢�'fp�i, -'}/.T,ys^V'�F�,t �'i✓�L%'w�'� =6]�Z JAI .ti ._ -b 'wy„t r'�f''s I ti,"ic _,.✓"Lfia'�f �l�.Pi'�Fr �T���t" +�Xw��'�YA+- iC j Elf ,e2 PAR PLACE AT C E L L September. 06, 2001 °�as SUBSTANTIAL MODIFICATION TO M.U.S.P. 00-1036 12 PLAZA SECTI®N & BRICKELL AVENUE ELEVATION GN 0 �! item Walter Foeman w, City Clerk ta"e PARK PLACE AT BRICKELL September. 06, 2001 ® SUBSTANTIAL MODIFICATION TO M.U.S.P. 00-1036 —1233 BRICKELL AVENUE SECTION �~ 0 � 0 10 i c4f -u— Fcc-an PARK PLACE AT B R I C K E L L September. 06, 2001 SUBSTANTIAL MODIFICATION TO M.U.S.P. 00-1036 a SOUTH MIAMI SECTION GN Ci -,y Clark i d '���'�' lei/�i'�M~I'.+:► ���iCi�!_!~t�''!!►�MY!_'JrlYl4rMTMTMi � —•rr a•_ a _•:r •a•_ z _ •rrvr•� i O I�1 % •ii 0 0 y .oTotal No. • i ,� — Y 4' �Jlll.JwC L*I i� c P �I I` ou lu h I � ff� I ¢. F rjj�--r---c---1��-i = - - - - - - - - - ----- - - - PfRKINC SPACE PLANS BRICKELL AVENUE d -- - P' PLACE C L T B A �. I C 1 '� E L 1L..e .... s � c�\�. Sept.e07, 2001., �\ SUBS -1 ANT[AL MQIIYF[CkTTCN TO IA.L.S.P. 00-1036 e"ni ie x LPI a n j l t Z�fl'.creaiG�.a n —n¢ H V Ph. -2 PARKINC SPACE PLANS sc"—. 1�- - i - 5FIC<ELI AVENL:E SepL 07, 230', PARK PLACE AT BRICKELL KBSTAdN.TTAL i%:O:)FCATION —0 C3-1036 20-0 T Ical r' pp,sjng plan YP KI IIH Lecrend Detail Res'_dential Recreation Deck Building ?t."n enif es Parking 5.C.H. i Circulation _ e 3RIGKE__ 'V=\u= PLACE - --_-- -= Sept 07, 2M, KIBSTANTIAL,VhODIFi&,i ION TO M,-U.S.P. 0C-1036 g`tl^_ Floor - aFk:Tng FIan - FM KI I u," Legend Retail Residential RecreaL Deck ,'=enities B. O.H. OrCUIaLion II PARK PLACE AT DI LL SCBSTANMALMODIFICA-70` TO 00-1035 Typical Tower Plan Sezt. 07, 200' wi t jj Tower I d - 9;L- h F1 o I I th - 4nuth F [Ccr I LL LI, Irl It Ph— 1 pn— 2 mme /C Legend i Retail Residentla' Recreation Deck /k menitics Parking B. 0. H. 1' Orculation Sem, 07, 2001 PARK PLACE AT BRICKELL SLBS 1ANTD\L MODIFICATD7� TOWLJ.S.?. 00-11 035 —1�, 1'7�-2C -0 Recreation Deck Plan, 1 KI E Tower I 35th - 4Gth Floor Legen I Resiuentlal B.Q.Q. 07culation PARK PILACE AT SRICKELL Ie V,.L.S.P. 00-1036 rsae 1 -20-0 VVest Elevator - Sc--,t-�i Fet-*a.m! Avenge it III PARK PILACE AT SRICKELL Ie V,.L.S.P. 00-1036 rsae 1 -20-0 VVest Elevator - Sc--,t-�i Fet-*a.m! Avenge :1 7 f•^� � �Y�P#(�Mi e' J i {1", p�"r �h id `fpl�`iduwi wtq��^{ Iti�i�MjWfiIN�. 1.� � — 9�1ia91 f I — � � • _ dC�qI��nr YI^M�e�4���Fpl I ��I �Yo Y,j�Y DIY 14 P7�i+N�MPo.,IE?'iM ���1 — 1 �{AN — 9 r PM au �, -- - —97 I — I _ _� I'slow I _ R f A T ARK L" L L L E_ 1.�+� CKEE LL 11 Sept. �7 2'J0; P AMML SC BSTAr'TAL A'�_CDiF[C'.70N i J i L.S.?. OC -1 236 s - ... Eas� E1C� atIC'i - 571ckell Avenue�� I r - til' `,j I u, 0 0 0 PhEss 2 Y PARKINC SEZRACE PILkNS SC41-- 1/81, - PARK PLACE AT B,RICKELL SUEST, /I -NT, 7/L.KO DIFIC4:701 OC-: n, 36 Legend 17 Retail =residential Recreatcri Deck Building ArnenldeS B.0.. =Urculat,.on 1Sept. 17, 200', I—L-11 5N lu lu JLJ LI 41 Leger -d = Retail r7777 Residential Recreaticn Deck Building Amenities Parking B. 0. H. Circulation Sep. C7, 20CI PARK PLACE AT .t LL 1 20'- SLT3STA.IN'7.AL MODIFICATION TC MLLI.S.P. 00-1035 gtli Fccr - Paring Ptar LI Legend Retail Residential Recreation Deck Building Amenities Parking B. 0. H. 0- rculation 1-77. PARK PLACE AT BRICKELL Ijj�, SCIBS-1 A.N7AL 00-1036 Zecreaticn Deck Plan M�-, z1- Sept. 07, 2001 I" 21' -Y - MI, �l 10 BRICKELL AVENUE PARK PLACE AT BRtCKELL T fcaT TCTjer TT,;r Lech en 7", et a f I Residentfal Rec7eat�cn Deck Bufld!17 A=-enll��tes 1 �, 7--7, Cfrculatfcn Sept 07,= �177 W] W3 Tower I 2nCl - 9tt-I Floor I -", - 11th - 40th Floor Legen residential B. 0. H. Orcutator, 12th - 40th, Focr PARK PLACE A -T BRfCKELL 03-1036 E71arcred Tower T-'Ians ITower2 -: 2nd - 10th Floor SA- 311- Sept. C7. 200S v8, Ou Tower I 36th - 40th Floor Legend Residential B. 0. H. cf-culat-10n Tower 33rd - 40th FOOF PARK PLACE AT BRICKELL SCSST,A,r,17j —0jV,..II,S_ZI. 01-1'36 TypFcal Cipper Level I—I-Erfarged Tower Plans Se.ol. 07, 2001 w lu v I I, lil,i I I V puiadnC�li,+ ...,. �..� —� •= �, d�..� «..:. II�i � I='����I����� w. ���I 1 II I I SNI II !;I Ilu � I � li u! it � II�d I I i I 1!ro '� ,�I ,���n r �r ��I Iv �� �!! ��I kl ��� ii: � w.:«�. ..mss. -� • . I I I� I Ill��y�� I� � § �Ihk�rkl �''itll r'"I"i'!"a���ll"lGr P4 "sic '� wry' r" � dlllh� I I I 1 4 M Il iC iw 1 ml unl w - I I' ! ti b �a�' yew ma lgur ao wmm. �e m s ^�e;;at ; ado j; rn PUP, P N r m C A E A I CKELL CC-' C36 Scu-H_ ries,` fcr, - E, 15`_� Rcadl 4 Seasons Hotel b Sect. 07. Ko i c=-�s 7 �, r' i N, i u � L 9fb,�"N�, "Ben Gr'rvn' — W r ea r qy�w li'Ji � i �I .. rymer � n�lJ t�m�K,r" b �npr �atJ�4ti h'J�; bwJSd W m V�� h&y ✓1 f�Y i ` C r . r I _ EMIR NPRIM r�d!h12 fir' qi ,y a tl °�' N r t y{{} it dir r r��•m r r"Ai �4t,ry ;� maul ' � 5� 'IM�4 �r�dl4rc+. ''J�1 � � I�P•>rG. 0. 11tl � � �.� � 1.A��ra A�"' if •'. I s IN"M J ; _. ,.��. i � :,��, i� I 1428Bricke[[kvenue i f F �' �, �` T � . Sept. 07 2 0 0 II S A- F'ILA AT V _CIKrELL�— 6 SUSST 4T r Cn laA�T C� TC VLC- • Ci] -t 036 �� ,K] K] lu lu ®<1 sr � v mm urs k 6N4��ri�r�,�1uNs r� dna rj � � r 1 r h r iN n i MtN d�' tivavui4�Pa a�'°s 7, N4uu'ar � M��v Ptah d �dv�y ��ai✓wd���• p W r aS�d• u ^N.tir a e�y �' i M1 e�ii�� � ^ , rk' i.:�.� '.�. _ r� r — ,° M r + u y r N � ----- — r { ° f�� �°� � �__._ ,. ����� '.,...: .• � � .0 { I t �"� v rev: `t+ r T., h�% rl�rl� k �ny�Yua��fu4`�tulJtii d 11 w .�.a p�r1 f I J I Iltl l�l 11y,� 11a, ipM ..� Ys- - 14 111111 4 ON111 11 °.,„}Ml�v II I �I w�ll��li1'n"wlr II w II l rw. I..r II FF yy J I i �I� M � IHt•+i i - - i_ u' q I: f'�f77 igV1I r s o R w. Sept. 07 2001 SL'BSTAN TLAL MC BIF:GSTIG^. TO .0 .S.?. OC -i^36 � _ West Secttcr / Elevation - Tc;,Fer 2 ��l lu I ul Legend Retail E77'Resfr-ientfal Recree,icn Deck Suf1ding "k=enitles I parking '-!rcu'laticn 'Key Plan 8 T—r I Dmp - OFf ------------ 11 D 4 SH -SONS Ii Ii "OTEL & 7c)%V-R 11 D 4 SH -SONS Ii Ii "OTEL & 7c)%V-R [iRawZi r ;aR5'2m At IMMI It -- i 1� I B.O.H� R-1 pl� R—k� A— PARK. PLACE AT BRICKELL SUBS 7Ar,Y7LAL !,'=FTC7,7!CN TC ':�ecfcn A Sept. 07, 200 I I r -L . 9 7 00 wl i � R _et o.n 14 0 Fl - 11, 7 3th Floc-- k' a{I' lau 1p [h rloof- 7', loot- - r F oor �arknpg Pe'ko 9 — I 1 5t, It Pl— P f.1 i e 1' ., - I 4 Tr 3ra FI -7- i 2nd F 2 oFao.- k. �.. ..: I 17 1 5 III I p [ F% a0' Fezu Legend Retail Residential I Recreation Deck jl DuiIding ,A=enities Parking r..L culation I� j s t I a Section 5-8 Section CC L PARK � � � �. £ � �. I � szF oz, 200. �I I T I lj� SC3STAIgTIAL;w4ODiFICATTON TO ,N,.LI.S.%. 00-1036 1 ] c Luilding Section \ I w. I -L wl i cor 14 0 Fl - 7 _.. lau 1p [h rloof- F oor �arknpg ?C i 11 1 It Pl— P f.1 Tr 2nd F i a0' Fezu Legend Retail Residential I Recreation Deck jl DuiIding ,A=enities Parking r..L culation I� j s t I a Section 5-8 Section CC L PARK � � � �. £ � �. I � szF oz, 200. �I I T I lj� SC3STAIgTIAL;w4ODiFICATTON TO ,N,.LI.S.%. 00-1036 1 ] c Luilding Section \ I w. I lu 9th Floor 1: 1 th Floor- _.. r.r -- .,- st� F�oar- P a _ [, F^ 3rd roor- - - 2ntl Noor I ol r- i eca Re:zil Sid— z!: -1-11 11 Idem A"e_ ol- io L S—B ri. ad lila: �� ��Ct Section C -Cr PLACEPARK AT B I SUBST,At aL i,,,ODFICAT'0N TO M.L.S.P. CO-- 036 Buildlna Sect= L Sept. 07 2C0 Legend etall 2'h Floor Residential ' —_� An FI -7- deck Building erftles ' ii Par %ng dna' il; B.0. u L. ( I Circizlaticn C II y. AIII fi Section C -Cr PLACEPARK AT B I SUBST,At aL i,,,ODFICAT'0N TO M.L.S.P. CO-- 036 Buildlna Sect= L Sept. 07 2C0 Legend etall ii Residential ' Recreat on deck Building erftles ' ii Par %ng dna' il; B.0. u L. ( I Circizlaticn C II Section C -Cr PLACEPARK AT B I SUBST,At aL i,,,ODFICAT'0N TO M.L.S.P. CO-- 036 Buildlna Sect= L Sept. 07 2C0 L3 11 FI - ,, Rei-easan Dec 6t1 Fldar- I 7th Floor- . Res�den4� 6th F1 Res�tlenfiz', ath Floor- Resd- el! 4th Resdential R 'denliel 2nd Flnnr - ,� Res den�21 fJeuznine- Residential ' FEry V Re. Section D -D Resider".iz Yth Fldor- Residennel CaG,Floor- Residential wh Flon, ,� Recrestion Geck I ath F!m.- Residenti2l 3r 7th F. Rend tial Residenti2, ' 5th Floor- Residential h Flodr- Residentsl er.;c arc FI Resitl k,2. ' 2ndr Residential Resltlen Section E -E ' v �e=�jgF nu aL� PARK PLACE AT BRICKELL SUBS-,4NT AL o'A.ODIFTCF 701"3 , TO 00-1036' F zildin . Section Legend Retch Resdential Recr ea'LJn ;deck }wilding Amen i tr e -z P rkinc L. 1`411`..ulaicn v.0 cna saa_zer. Sept. 07, 2001 W1,13, IU W3 J 2k Le(gend I 11h FJ-- Retail 10th Hoar- Residential Res n Recreation stn Floe Deck Dec� Building A=, enftfes 1 R G x Parking Itn 1 B. 0. H. A 6th Fee- - CjrCUT latfon h Fl— JJ„ Ty1 Resic-tial 3,d FI -r 2nd -Ioo-- M—mm. - ZI7 Section F -F GPE—J PARK PLACE AT BRfCKELL Sept 07, 20011 SC BSTAI`,TIAL MODIFIC-kTIOI` TO NILL.S.P. 00-5036 Bufiding Section G-