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HomeMy WebLinkAboutR-98-0785J-98-676 7/21/98 RESOLUTION NO. 9 785 A RESOLUTION, WITH ATTACHMENTS, APPROVING WITH CONDITIONS, A MAJOR USE SPECIAL PERMIT PURSUANT TO ARTICLES 13 AND 17 OF ZONING ORDINANCE NO. 11000, FOR THE BARCLAYS FINANCIAL CENTER PROJECT, TO BE LOCATED AT APPROXIMATELY 1190 BRICKELL BAY DRIVE AND 1111 BRICKELL AVENUE, MIAMI, FLORIDA, TO BE COMPRISED OF NOT MORE THAN 302 HOTEL ROOMS AND 540,000 SQUARE FEET OF OFFICE SPACE WITH ACCESSORY RETAIL USES AND 1,244 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 May 7, 1998, the applicant, Gilberto Pastoriza for MDM Brickell Hotel Group, Ltd., submitted a complete Application for Major Use Special Permit for the Barclays Financial Center Project pursuant to Articles 13 and 17 of Zoning Ordinance No. 11000, for the property located at approximately lilt Brickell Avenue, Miami, Florida, as legally described on "Exhibit B11, attached hereto and in "Exhibit All, the Development Order attached hereto; and WHEREAS, development of the Barclays Financial Center 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, development of the Barclays Financial Center Project requires the issuance of a Variance pursuant tn Articic ATTACHMENT f ., CONTAINED CITY COMMISSION MEETING OF ill 1_ 2 1 1998 Resolution No. 98- '785 6, Section 605 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 April 22, 1998 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 May 13, 1998 to consider the proposed project and recommended approval of the project with conditions as specified in the Development Order; and WHEREAS, the Miami Zoning Board, at its meeting held on June 15, 1998, Item No. 6, following an advertised public hearing, adopted Resolution No. ZB 1998-0075 by a vote of seven to zero (7-0), RECOMMENDING APPROVAL WITH CONDITIONS of the Variance component of the Major Use Special Permit; and WHEREAS, the Miami Planning Advisory Board, at its meeting held on June 17, 1998, Item No. 2, following an advertised public hearing, adopted Resolution No. PAB 52-98 by a vote of five to zero (5- 0), RECOMMENDING APPROVAL WITH CONDITIONS of the Major Use Special Permit Development Order as attached hereto; 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; - 2 - 98-4 785 NOW, THEREFORE, BE IT RESOLVED BY THE COMMISSION OF THE CITY OF MIAMI, FLORIDA: Section 1. The recitals and findings contained in the Preamble to this Resolution are hereby adopted by reference thereto and incorporated herein as if fully set forth in this Section. 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 Barclays Financial Center Project (hereinafter referred to as the "PROJECT") to be developed by MDM Brickell Hotel Group, Ltd., ("APPLICANT"), at approximately 1190 Brickell Bay Drive and 1111 Brickell Avenue, Miami, Florida, more particularly described on "Exhibit B", attached hereto and made a part hereof. Section 3. The PROJECT is hereby approved for the construction of up to 302 hotel rooms, 540,000 square feet of office space, accessory commercial and recreational space and 1,244 parking spaces. Section 4. The Major Use Special Permit Application for the Barclays Financial Center Project also encompasses the lower ranking Special Permits as set forth in the Development Order, attached as Exhibit "Al' hereto and incorporated herein. Section 5. The findings of fact set forth below are hereby made with respect to the subject PROJECT: - 3 - 98- 785 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 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. d. The PROJECT is expected to cost approximately $172 million (with an additional approximately $3C million in construction period economic benefits), and to employ approximately 330 workers during construction (FTE); the PROJECT will also result in the creation of approximately 400 permanent new jobs. The PROJECT will generate approximately $3.4 million annually in tax revenues to local units of government (1998 dollars). e. The City Commission further finds that: - 4 - 98- 785 (1) the PROJECT will have a favorable impact on the economy of the City; (2) the PROJECT will efficiently use public transportation facilities; (3) any potentially adverse effects of the PROJECT will be mitigated through compliance with the conditions of this Major Use Special Permit; (4) the PROJECT will favorably affect the need for people to find adequate housing reasonably accessible to their places of employment; (5) the PROJECT will efficiently use necessary public facilities; (6) the PROJECT will not negatively impact the environment and natural resources of the City; (7) the PROJECT will not adversely affect living conditions in the neighborhood; (8) the PROJECT will not adversely affect public safety; (9) based on the record presented and evidence presented, the public welfare will be served by the PROJECT; and (10) any potentially adverse effects of the PROJECT arising from safety and security, fire protection and life safety, solid waste, - 5 - 98- 785 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 Major Use Special Permit, which was submitted on May 7, 1998, and on file with the Department of Planning and Development of the City Of Miami, Florida, shall be relied upon generally for administrative interpretations and is made a part hereof by reference. Section 9. This Major Use Special Permit will expire two (2) years from its effective date which is thirty (30) days after the adoption of the herein Resolution. Section 10. The City Manager is hereby directed to instruct the Director of the Department of Planning and Development to transmit a copy of this Resolution and attachment to the developers: MDM Brickell Hotel Group, Ltd., c/o Gilberto Pastoriza, Esq., 2665 South Bayshore Drive, Suite 420 Miami, Fl. 33133. Section 11. The Findings of Fact and Conclusions of Law are made with respect to the Project as described in the Development Order for the Barclays Financial Center Project, - 6 - 98- 785 which is attached hereto as Exhibit "Al' and made a part hereof by reference, as more particularly described in Exhibit "A". Section 12. The Major Use Special Permit Development Order for the Barclays Financial Center Project (Exhibit "A") is hereby granted and issued. Section 13. In the event that any portion or section of this Resolution or the Development Order (Exhibit "A") is determined to be invalid, illegal, or unconstitutional by a court or agency of competent jurisdiction, such decision shall in no manner affect the remaining portions of this Resolution or Development Order (Exhibit "A") which shall remain in full force and effect. Section 14. This Resolution shall become effective thirty (30) days after its adoptions PASSED AND ADOPTED this 21st day of July 1998. JOE CAROLLO, MAYOR In *wordance with Miami Oode Sec. 2-36, since the, Maya did no' "r P°>.' of Ns legislation by signing it in the designated prace prov;':..I i becomes effective wilt the elapse of ten (10) days om the of Cann•" sicri s<cr cs ATTEST: regarding same, without the Mayor exercisin o. Walter J. eman, City Clerk WALTER J. ITY CLERK sV!g i W2681:csk:GMM CORRECTNESS:t/ This Ordinance shall become effective as specified herein unless vetoed by the Mayor within ten days from the date it was passed and adopted. If the Mayor vetoes this Ordinance, it shall become effective immediately upon override of the veto by the City Commission or upon the effective date stated herein, whichever is later. - 7 - g8- 785 EXHIBIT "A" ATTACHMENT TO RESOLUTION NO. DATE: BARCLAYS FINANCIAL CENTER PROJECT MAJOR USE SPECIAL PERMIT DEVELOPMENT ORDER Let it be known that pursuant to Articles 13 and 17 of Ordinance No. 11000, the Zoning Ordinance of the City of Miami, Florida, as amended, the Commission of the City of Miami, Florida, has considered in a public hearing, the issuance of a Major Use Special Permit for the Barclays Financial Center Project (hereinafter referred to as the "PROJECT") to be located at approximately 1190 Brickell Bay Drive and 1111 Brickell Avenue, Miami, Florida; see legal description on "Exhibit B11, attached hereto and made a part hereof; said legal description is subject to any dedications, limitations, restrictions, reservations or easements of record. After due consideration of the recommendations of the Planning Advisory Board and after due consideration of the consistency of this proposed development with the Miami Comprehensive Neighborhood Plan, the City Commission has approved the PROJECT, and subject to the following conditions approves the Major Use Special Permit and hereby issues this Permit: - 1 - gg- 785 PROJECT DESCRIPTION: The proposed Barclays Financial Center Project is a mixed use development located at approximately 1190 Brickell Bay Drive and 1111 Brickell Avenue, Miami, Florida; ("PROJECT"). The PROJECT is located on a gross lot area of approximately 121,083 sq.ft. of land for Phase I (the hotel component) and a gross lot area of 161,014 sq. Ft. of land for Phase II (the office component); the net lot areas are approximately 96,423 sq. Ft. of land for Phase I and approximately 125,173 sq. Ft. of land for Phase II (more specifically described on "Exhibit B", incorporated herein by reference). The remainder of the PROJECT's VITAL DATA is attached hereto as "EXHIBIT C", and incorporated herein by reference. The proposed PROJECT will consist of two towers with no more than 302 hotel rooms, 540,000 square feet of office space and accessory convenience commercial space; the PROJECT also includes a recreation deck with a swimming pool and service area; The PROJECT will also provide a total of 1,244 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 sold to separate entities, by a covenant in -lieu of a unity of title) a mandatory property owner association in perpetuity pursuant to a recorded Declaration of Covenants and Restrictions. - 2 - 98 - 785 The Major Use Special Permit Application for the Barclays Financial Center Project also encompasses the following variance and lower ranking Special Permits: • Variance to permit a structure with the following setback for the office podium from the interior yard (north side of property): Required: 24.67 feet Proposed: 18'-1111 • Class I Special Permit for aviation hazard; FAA clearance approval required (Article 9, Section 915.2). • Class I Special Permit for pool/outdoor recreational area (Article 9, Section 906.6). • Class II Special Permit to allow development in the SD-5 District (Article 6, Section 605.3). • Class II Special Permit for relocation of the required 30% retail/services along pedestrian pathways (12th Street), within the structure (Article 6, Section 605.4.4). • Class II Special Permit for relocation of the required 15% retail/services along Brickell Bay Drive within the structure (Article 6, Section 605.4.4). • Class II Special Permit to allow an urban plaza exceeding the maximum setback of 20 feet in certain areas along SE 12th Street (Article 6, Section 605.8.3). - 3 - 98- 785 • Class II Special Permit for reduction of Parking Guides and standards to reduce the required additional foot when parking stall is adjacent to a column/wall/obstacle. • Designation of the project as a "Phased Project" pursuant to Article 25 of Zoning Ordinance 11000. 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 and requested referenced above. The PROJECT shall be constructed substantially in accordance with plans and design schematics on file prepared by Nichols, Brosch, Sandoval Architects, dated April 1998; the landscape plan shall be implemented substantially in accordance with plans and design schematics on file prepared by Fuster Design Associates, P.A., dated April, 1998; 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 Director of the Department of Planning and Development prior to the issuance of any building permits. The PROJECT conforms to the requirements of the SD-5 Zoning District, as contained in Ordinance No. 11000, the Zoning Ordinance of the City of Miami, Florida, as amended. - 4 - 98- 785 The existing comprehensive plan future land use designation allows the proposed mix of uses. 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. Provide a list of agencies from which approvals and/or permits must be obtained prior to initiation of development and the permit or approval required of each. 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 Development, 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. 4. 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- - 5 - 98 - 785 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. Provide a letter of assurance from the Solid Waste Department that the PROJECT has addressed all concerns of the said Department. 6. Prepare a Minority Participation and Employment Plan to be submitted to the City's Director of Minority and Women Business Affairs for review and comments, with the understanding that the City's Minority/Women Business Affairs and Procurement Ordinance No. 10538 is a guide that the APPLICANT must use its best efforts to follow. 7. Prepare a Minority Contractor/Subcontractor Participation Plan to the City's Director of Minority and Women Business Affairs for review and comment, with the understanding that the City's Minority/Women Business Affairs and Procurement Ordinance No. 10538 is a guide that the APPLICANT must use its best efforts to follow. 8. Record in the Public Records of Dade County, Florida, a Declaration of Covenants and Restrictions providing that the ownership, operation and maintenance of all common areas and facilities will be by the property - 6 - 98- 785 owner or a mandatory property owner association in perpetuity. 9. Record a certified copy of the development order with the Clerk of the Dade County Circuit Court specifying that the Development Order runs with the land and is binding on the APPLICANT, its successors, and assigns, jointly or severally. 10. Provide to the City that 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. 11. Provide the Public Works Department of the City of Miami with plans for proposed sidewalk and swale area improvements for their review and approval prior to the issuance of a building permit. 13. Provide the Department of Planning and Development with a temporary parking plan which addresses construction employee parking and temporary parking arrangements for the construction period; said plan shall be subject to the review and approval by the Department of Planning and Development prior to the issuance of any building permits. 14. The applicant shall retain the services of an archeological consultant who will be responsible for conducting archeological monitoring of all ground disturbing activity; said consultant shall obtain a - 7 - 98- 785 scope of work from the Miami -Dade County Archeologist and shall provide reports both to that office and the City of Miami Preservation Officer. 15. Per the recommendations of the Urban Development Review Board, the applicant shall 1)submit a final revised landscape plan, including illumination and irrigation for review and approval by the Department of Planning and Development prior to the issuance of a landscape permit; and 2) the applicant shall work cooperatively with the City to resolve the outstanding FEMA issues in an attempt to lower the lobby level to the ground floor in order to further articulate and activate the pedestrian level of the project. THE CITY SHALL: Subject to payment of all applicable fees due, establish the effective date of this Permit as being thirty (30) days from the date of its issuance with the issuance date constituting the commencement of the thirty (30) day period to appeal from the provisions of the Permit. - 8 - 98 - 785 The Barclays Financial Center Project, proposed by the applicant, MDM Brickell Hotel Group, Ltd. ("APPLICANT"), complies with the Miami Comprehensive Neighborhood Plan 1989-2000, is consistent with the orderly development and goals of the City of Miami, and complies with local land development regulations and further, pursuant to Section 1703 of Zoning Ordinance No. 11000: (1) the PROJECT will have a favorable impact on the economy of the City; and (2) the PROJECT will efficiently use public transportation facilities; and (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 (8) any potentially adverse effects of the PROJECT will be mitigated through conditions of this Major Use Special Permit. - 9 98- 785 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. - 10 - 98 - 785 AFFIDAVIT STATE OF FLORIDA ) ) SS COUNTY OF DADE ) Before me, the undersigned authority, this day personally appeared Gilberto Pastoriza, Esq. , who being by me first duly sworn, upon oath, deposes and says: I. That he/she is the awaxe�waiae legal representative of the owner, submitting the accompanying application for a public hearing as required by the Zoning Ordinance 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. Thx t 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 Affant sayeth not. STATE OF FLORIDA COUNTY OF DADE Ie foregoing instrument was acknowledged before me this 19 ,by Gilberto Pastoriza produced Applicant's Signature Gilberto Pastori day off who is personally known to m or who has _ as identification and who did (did not) a an oath. Name: ,••;; MARILYN SDMDDEVILLA Notary Public- loi dPANS N # cc 47W seatm*w ts Commission p. R :' e�„� Thm NOWY Peufu tame,,, My Commissi 98 - 785 OWNER'S LIST Owner's Name Bricksea Corp. c/o Gilberto Pastoriza, Esq. Mailing Address 2665 S. Bayshore Drive, #420, Miami, FL Zip Code 33133 Telephone Number (305) 854-0800 Legal Description: See attached Exhibit "A" Owner's Name MDM Brickell Hotel Group, Ltd. c,o Gilberto Pastoriza, Esq. Mailing Address 2665 S. Bayshore Drive, #420, Miami, FL Zip Code 33133 Telephone Number (3 0 5) 8 5 4— 0 8 0 0 Legal Description: See attached Exhibit "B" Owner's Name 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: Street Address IVGNE, Street Address Street Address Legal Description Legal Description Legal Description 98- 785 buiLWNb is ZUNiNG Fax:1-505-416-21txs May 5 '98 2:49 P.02f04 EXHIBIT "A" Approximately 1190 South Bayshore Drive A.K.A. BARCLAYS FINANCIAL. CENTER (Zoned SD-5) MAJOR USE SPECIAL PERMIT, as per City of Miami Zoning Ordinance 11,000 as amended Article 17 section 1701 to permit a development of a hotel and office towers meeting the following thresholds: ■ Nonresidential uses involving in excess of two hundred thousand (200,000) square feet of floor area. ■ Any single or combination of uses requiring or proposing to provide in excess of five hundred (500) o$street parking spaces. ■ Planned Unit Development. ■ Phased Project ' The following Class I and Class II Special Permits are encompassed by the Major Use Special Permit: ■ Class I for aviation hazard, FAA clearance approval required (Article 9 section 915.2). ■ Class I for poolloutdoor recreational area (Article 9 section 906.6). ■ Class II for development in the SD-5 District (Article 6 section 605.3). ■ Class II for relocation of the required 3011% retaWservices along pedestrian pathways Q 2'b ST), within the structure (Article 6 section 605.4.4). ■ Class II for relocation of the required 15% retail/services along S. Bayshore Dr., within the structure (Article 6 section 605.4.4). ■ Class II, as per Article 6 section 605.8.3 to allow an urban plaza, exceeding the maximum setback of 20 feet in certain areas along S.E. 12 St ■ Class II for reduction of Paridng Guides and Standards to reduce the required additional 1.0ft when parking stall adjacent to a column / wall /obstacle. 98- 785 uv L�uu,u w ��+�,i„u rGR•1-JUJ-•�10-�1'v0 (°Idy J 7J c�JV r v.::, ..-. App= 1190 S. Baysaore Drive Barclays Financial Ceater page z of 2 VARIANCES, as per City ofiNfiami Zoning Ordinance 11,000 to reduce the required setback for the office podium from interior yard (north side of property) (Article 6 section 605.8.2)_ - Required - 24.67ft Proposed - 18' 11" Subject to. ■ Obtaining an FAA clearance letter. ■ Provide a landscape plan to meet applicable code. ■ All ramps and access ways to have a minimum dimension of 1 Oft for each car lane. ' ■ Meet all FDOT standards for turn radii throughout project. ■ Providing Handicap Accessibility as required, including, but not limited to providing height requirements for van accessible spaces in parking garage area. Notes: ■ Hotel component has been approved under previous resolutions numbers: ZB 1998-0023 and ZB 1998-0024. ■ No valet service is being provided in the office tower, however valet service has been addressed under the application of the hotel component of the project ■ No restaurants are located in the office tower. ■ Signs are not a part of this application. ■ The extra FAR above the maximum of 4.25 is permitted under the Planned Unit Development (Article 5 section 502(e), allowing up to a maximum of 20% over the 4.25, a total maximum FAR of 5.1. ■ Aluminum Clay Projection on the roof of the office tower have been determined to be an architecture feature and not subject to setback requirements. ■ It has been determined that vehicular access along S. Bayshore Drive may not be feasible for it will impede reasonable development of the site, therefore automobile drop-off and access to parking structure are permissible along S.E_ 12 St Javier Carbonell May S, 1998 98- 785 APPLICATION FOR MAJOR USE SPECIAL PERMIT It is intended that major use special permits be required when- specified uses and/or occupancies involve matx:s deemed to be of citywide or arc2-wide importance. The City Commission shall be solely responsibic for determinations on applications for major use special permits. (See Article 17 of Ordinance 1 i 000, a.c amended, the Zoning Ordinance of the City of Miami, Florida.) The City Commission shall mfer all applications for major use special permits to the Planning Advisory Board and to the Director of the Department of Community Planning and Revitalization for recommendations, and may male_ referrals to agencies, bodies, or officers, either through the Department of Community Planning and Revitalization, or directly, for review, analysis and/or technical findings and determinations and reports thereon. (See Section 1301.5 of Ordinance 11000, as amended. the caning Ordinance of the City of Miami. Florida.) 1 Gilberto Pastoriza herebyapply to the Director of the app Department of Cor..manty Planning and Revitalization of the City of Miami for approval of a Major Usc Special Permit under the provisions cf Article 17 of the City of Miami Zoning Ordinance. Addressofproperty: SE 12th Street between Brickell Avenue & Brickell Bay Drive Natureofproposeduse(bespeciftc): 500,000 square feet office building and associated parking structure and 300 unit hotel and associated parking structure. Application materials: 1 atach the following in support and explanation of the application: 6 1. Two copies of a survey of the property prepared by a State of Florida Registered Land Surveyo, 12 2. Affidavit disclosing ownership of property coveted by application and disclosure of interest form (attach Forms 4-83 and 4a-83 to application). V 3. Certified list of owners of real estate within a 375-foor radius from the outside boundaries of property covered by this application (attach form &.83 to application). t 4. Maps of. (a) existing zoning: and (b) adopted comprehensive plan designations for areas on and around the property covered by this application. 76 5. General location map showing relation to the site or activity to major settees, schools, existing utilities. shopping areas, important physical fcatwes in and adjoining the project, and the like. V 6. Concept Plan: a) Site plan and relevant information per Section 1304.2.1 (d through h). b) Relationships to surrounding existing and proposed future uses and activities. systems and facilities, per Section 1702.3.2a. Cj How concept affects existing zoning and adopted comprehensive plan principles and designations; tabulation of any required variances, 1peeial permits, change of zoning or exemptions, per Section 1702.3.2b �(0)- 785 APPLICATION FOR MAJOR USE SPECIAL PE&NUT (continued) dF7. Dcvdopmeatal Impact Study (an application for development approval for a Development of Regional Impact may substitute). Q8.Other (be speciftc): see attached Article III, Supporting Documents, and Exhibit "A" for additional approval requests. 0 9. Fee of 5 4 6 , 2 8 3 .0 0 . for the Major Use Special Permit. based on eutrent fee schedule as set forth in Chapter 62 of the Code of the Ciry of Miami. as amended. 17 10. Additional fee of S , for any required special permits. changes of mooing or variances as set forth in Chapter 62 of the Code of the City of Miami, as amended. WEISS S PASTORIZA "UEDES, P.A or Authorized Gilberto Pas sq. Print name here 2665 S_ Rayahrsre Drive, #420 Ad&= Miami City Florida 33133 State Zip (305)854-0800 Phone Plumber Final approval of this application for Major Use Special Permit shad consist of an executed Resolution by the Miami City Commission and a Development Order attached thereto which specifies the conditions under which this A+iror Usc Special Permit Application is approved: if approved by the City Commission. said Resolution and Dcvclopm.at Order shall. upon execution thereof. be transmitted to the Owner or Authorized Agent at the address specified above. N 94 p -- 7 8 ATTACHMENT TO RESOLUTION NO. DATE: BARCLAYS FINANCIAL CENTER PROJECT MAJOR USE SPECIAL PERMIT DEVELOPMENT ORDER Let it be known that pursuant to Articles 13 and 17 of Ordinance No. 11000, the Zoning Ordinance of the City of Miami, Florida, as amended, the Commission of the City of Miami, Florida, has considered in a public hearing, the issuance of 'a Major Use Special Permit for the Barclays Financial Center Project (hereinafter referred to as the "PROJECT") to be located at approximately 1190 Brickell Bay Drive and 1111 Brickell Avenue, Miami, Florida; see legal description on "Exhibit B", attached hereto and made a part hereof; said legal description is subject to any dedications, limitations, restrictions, reservations or easements of record. After due consideration of the recommendations of the Planning Advisory Board and after due consideration of the consistency of this proposed development with the Miami Comprehensive Neighborhood Plan, the City Commission has approved the PROJECT, and subject to the following conditions approves the Major Use Special Permit and hereby issues this Permit: - 1 - 98- '785 PROJECT DESCRIPTION: The proposed Barclays Financial Center Project is a mixed use development located at approximately 1190 Brickell Bay Drive and 1111 Brickell Avenue, Miami, Florida; ("PROJECT"). The PROJECT is located on a gross lot area of approximately 121,083 sq.ft. of land for Phase I (the hotel component) and a gross lot area of 161,014 sq. Ft. of land for Phase II (the office component); the net lot areas are approximately 96,423 sq. Ft. of land for Phase I and approximately 125,173 sq. Ft. of land for Phase II (more specifically described on "Exhibit B", incorporated herein by reference). The remainder of the PROJECT's VITAL DATA is attached hereto as "EXHIBIT C", and incorporated herein by reference. The proposed PROJECT will consist of two towers with no more than 302 hotel rooms, 540,000 square feet of office space and accessory convenience commercial space; the PROJECT also includes a recreation deck with a swimming pool and service area; The PROJECT will also provide a total of 1,244 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 sold to separate entities, by a covenant in -lieu of a unity of title) a mandatory property owner association in perpetuity pursuant to a recorded Declaration of Covenants and Restrictions. - 2 - 9 8 - 78 The Major Use Special Permit Application for the Barclays Financial Center Project also encompasses the following variance and lower ranking Special Permits: • Variance to permit a structure with the following setback for the office podium from the interior yard (north side of property): Required: 24.67 feet Proposed: 18'-11 " • Class I Special Permit for aviation hazard; FAA clearance approval required (Article 9, Section 915.2). • Class I Special Permit for pool/outdoor recreational area (Article 9, Section 906.6). • Class II Special Permit to allow development in the SD-5 District (Article 6, Section 605.3). Class II Special Permit for relocation of the required 30% retail/services along pedestrian pathways (12th Street), within the structure (Article 6, Section 605.4.4). • Class II Special Permit for relocation of the required 15% retail/services along Brickell Bay Drive within the structure (Article 6, Section 605.4.4). • Class II Special Permit to allow an urban plaza exceeding the maximum setback of 20 feet in certain areas along SE 12th Street (Article 6, Section 605.8.3). - 3 - 9S- 785 • Class II Special Permit for reduction of Parking Guides and standards to reduce the required additional foot when parking stall is adjacent to a column/wall/obstacle. • Designation of the project as a "Phased Project" pursuant to Article 25 of Zoning Ordinance 11000. 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 and requested referenced above. The PROJECT shall be constructed substantially in accordance with plans and design schematics on file prepared by Nichols, Brosch, Sandoval Architects, dated April 1998; the landscape plan shall be implemented substantially in accordance with plans and design schematics on file prepared by Fuster Design Associates, P.A., dated April, 1998; 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 Director of the Department of Planning and Development prior to the issuance of any building permits. The PROJECT conforms to the requirements of the SD-5 Zoning District, as contained in Ordinance No. 11000, the Zoning Ordinance of the City of Miami, Florida, as amended. - 4 - 9 8 - 78 The existing comprehensive plan future land use designation allows the proposed mix of uses. 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. Provide a list of agencies from which approvals and/or permits must be obtained prior to initiation of development and the permit or approval required of each. 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 Development, 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. 4. 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- - 5 - 98 - 785 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. Provide a letter of assurance from the Solid Waste Department that the PROJECT has addressed all concerns of the said Department. 6. Prepare a Minority Participation and Employment Plan to be submitted to the City's Director of 'Minority and Women Business Affairs for review and comments, with the understanding that the City's Minority/Women Business Affairs and Procurement Ordinance No. 10538 is a guide that the APPLICANT must use its best efforts to follow. 7. Prepare a Minority Contractor/Subcontractor Participation Plan to the City's Director of Minority and Women Business Affairs for review and comment, with the understanding that the City's Minority/Women Business Affairs and Procurement Ordinance No. 10538 is a guide that the APPLICANT must use its best efforts to follow. 8. Record in the Public Records of Dade County, Florida, a Declaration of Covenants and Restrictions providing that the ownership, operation and maintenance of all common areas and facilities will be by the property - 6 - 98- "785 owner or a mandatory property owner association in perpetuity. 9. Record a certified copy of the development order with the Clerk of the Dade County Circuit Court specifying that the Development Order runs with the land and is binding on the APPLICANT, its successors, and assigns, jointly or severally. 10. Provide to the City that 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. 11. Provide the Public Works Department of the City of Miami with plans for proposed sidewalk and swale area improvements for their review and approval prior to the issuance of a building permit. 13. Provide the Department of Planning and Development with a temporary parking plan which addresses construction employee parking and temporary parking arrangements for the construction period; said plan shall be subject to the review and approval by the Department of Planning and Development prior to the issuance of any building permits. 14. The applicant shall retain the services of an archeological consultant who will be responsible for conducting archeological monitoring of all ground disturbing activity; said consultant shall obtain a - 7 - 98- 785 scope of work from the Miami -Dade County Archeologist and shall provide reports both to that office and the _City of Miami Preservation Officer. 15. Per the recommendations of the Urban Development Review Board, the applicant shall 1)submit a final revised landscape plan, including illumination and irrigation for review and approval by the Department of Planning and Development prior to the issuance of a landscape permit; and 2) the applicant shall work cooperatively with the City to resolve the outstanding FtMA issues in an attempt to lower the lobby level to the ground floor in order to further articulate and activate the pedestrian level of the project. THE CITY SHALL: Subject to payment of all applicable fees due, establish the effective date of this Permit as being thirty (30) days from the date of its issuance with the issuance date constituting the commencement of the thirty (30) day period to appeal from the provisions of the Permit. 98- 785 The- Barclays Financial Center Project, proposed by the applicant, MDM Brickell Hotel Group, Ltd. ("APPLICANT"), complies with the Miami Comprehensive Neighborhood Plan 1989-2000, is consistent with the orderly development and goals of the City of Miami, and complies with local land development regulations and further, pursuant to Section 1703 of Zoning Ordinance No. 11000: (1) the PROJECT will have a favorable impact on the economy of the City; and ' (2) the PROJECT will efficiently use public transportation facilities; and (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 (8) any potentially adverse effects of the PROJECT will be mitigated through conditions of this Major Use Special Permit. 98! /S,5 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. - 10 - 9 8 - 785 EXHIBIT "A" That portion lying westerly of the west right-of-way of South Bayshore Drive of the following: The east 150 feet of the west 600 feet of Lot 20, and also Lot 19, less the west 400 feet thereof and less the north 25 feet thereof, all in Block 104 South of the Amended Map of Brickell's Addition to the Map of Miami, as recorded in Plat Book B, Page 113, of the Public Records of Dade County, Florida a/k/a the Plat of Brickell Shore Tower, as recorded in Plat Book 122, Page 25, of the Public Records of Dade County, Florida; and The west 450 feet of Lot 20, Block 104-South, Amended Map of Brickell's Addition to the Map of Miami, as recorded in Plat Book B, Page 113, of the Public Records of Dade County,, Florida; and The west 400 feet of Lot 19, and that portion lying west of the westerly right-of-way line of South Bayshore Drive of the north 25 feet of Lot 19, less the west 400 feet thereof, in Block 104- South, Amended Map of Brickell's Addition to the Map of Miami, South, as recorded in Plat Book B, Page 13, of Dade County, Florida; Owned by Bricksea Corp., a Florida corporation, c/o Gilberto Pastoriza, Esq., 2665 South Bayshore Drive, Suite 420, Miami, Florida 33133. less The west 192.07 feet of Lot 19 and the west 192.07 feet of Lot 20, Block 104-South, Amended Map of Brickell's Addition to the Map of Miami, according to the Plat thereof, as recorded in Plat Book B, Page 113, of the Public Records of Dade County, Florida. Owned by MDM Brickell Hotel Group, Ltd., a Florida limited partnership, c/o Gilberto Pastoriza, Esq. , 2665 South Bayshore Drive, Suite 420, Miami, Florida 33133. 372001 98- 785 37=1 EXHIBIT "B" The West 192.07 feet of Lot 19 and the West 192.07 feet of Lot 20, Block 104-South, Amended Map of Brickell's Addition to the Map of Miami, according to the Plat thereof, as recorded in Plat Book B, Page 113, of the Public Records of Dade County, Florida. Owned by MDM Brickell Hotel Group Ltd., a Florida limited partnership, c/o Gilberto Pastoriza, Esq., 2665 South Bayshore Drive, Suite 420, Miami, Florida 33133. 98 - 785 • It is found that the setback variance is being requested in order to develop a project which can provide an effective parking garage, along with ground level pedestrian activities, along Brickell Avenue, and S.E. 12`' Street. • It is found that the proposed project offers the most reasonable solution to the design problem facing this particular site. Based on these findings, the Department of Planning and Development is recommending approval of the requested variances with the conditions as specified in the Major Use Special Permit Development Order. 98 - 785 AddAJpdate a Case Zoning Board Resolution Zoning Board Analysis j Settings 9:d0:01 AM oerizn�e Supporting Materials Reports i Enforcement History -Yes NO N/A , j; C; Special conditions and circumstances exist which are peculiar to the property. IY J�j ` j Special conditions are result of petitioner's actions..... L� -1 Utetal.interpretation of ordinance causes undue harder on petitiow. J Granting variance conveys um,treatment to owner. i j ram' , Variance, if granted, is the minimum variance for reasonable use of property. ,j)1; 3 Is in hamwny;vAh general intent and purpose of ordinance. Zoning Board History Set Up Variance Checkf;ist Case # 1998-0127 ;Update Cancel Retum 98- 785 ANALYSIS FOR VARIANCE AS A COMPONENT OF A MAJOR USE SPECIAL PERMIT -for BARCLAYS FINANCIAL CENTER located at 1190 Brickell Bay Drive and 1111 Brickell Avenue CASE NO: 1998-0127 The requested Variance is a component of a Major Use Special Permit application for the purpose of allowing a Mixed Use Development consisting of 540,000 square feet of office and lobby level retail and 1,244 parking spaces. The Barclays Financial Center project shall also consist of a 302 room hotel (previously approved by Special Exception); the project will be located at approximately 1111 Brickell Avenue (see attached legal description, location maps and aerial photographs for exact property -boundaries). Pursuant to Section 605.8.2 of Ordinance 11000, as amended, the Zoning Ordinance of the City of Miami, Florida, the subject proposal has been reviewed to permit a structure with the following setback for the office podium from the interior yard (north side of property): Required: 24.67 feet Proposed: 18%11 " In determining the appropriateness of the Variance for the proposed project the following findings have been made: • It is found that the proposed hotel development project will benefit the Downtown District by creating a new hotel and office use along Brickell Avenue to serve Downtown area businesses, travelers and visitors. • It is found that the small size of subject property for its location along Brickell Avenue is a substantial hardship which limits reasonable use of the property and therefore justifies the requested podium setback variance. There are very few remaining properties within this particular zoning classification (SD-5), which are of such a small size with the additional hardship of being located along 2 designated Primary Pedestrian Pathways. The special conditions attached to the subject property which justify the requested variances are the property's small, narrow size in conjunction with its location on Brickell Avenue and its Special SD-5 Zoning classification. 98-- 785 ZONING FACT SHEET Case Number: 1998-0127 15-Jun-98 Item No: 6 Location: Legal: Applicant: Zoning: 1190 Brickell Bay Dr.(A.K.A. SE Bayshore Dr./Barclays Financial Cnt.) (Complete legal description on file with the Office of Hearing Boards) Bricksea Corp. & MDM Brickell Hotel Group, Ltd. Gilberto Pastoriza, Esquire 2665 S. Bayshore Drive, #420 Miami, FL 33133 Miami, FL 33133 ' App. Ph: (305) 854-0800 Rep. Ph: (305) 854-0800 ext Rep. Fa ( ) = ext SD-5 Brickell Avenue Area Residential -Office District Request: Variance as part of a Major Use Special Permit for Barclays Financial Center as listed in Ordinance No. 11000, as amended, the Zoning Ordinance of the City of Miami, Article 6, Section 605.8.2, Minimum building setbacks adjacent to interior lot lines, to allow a setback for the office podium from interior yard (north side of property) of 18'-11" (24.67' required) Recommendations: Planning and Development: Approval with conditions Public Works: Please see attached analysis. Plat and Street Committee: Please see attached Public Works analysis. Dade County Transportation: No comments. Enforcement History, If any C.E.B. Case No: N/A Last Hearing Date: Found: N/A Violation(s) Cited: N/A Ticketing Action: N/A Daily Fine: $0.00 Affidavit Non -Compliance Issued on: Warning Letter sent on: Total Fines to Date: $0.00 Lien Recorded on: Comply Order by: CEB Action: History: Analysis: Zoning Board Resolution No: ZB 1998-0075 Zoning Board: Approval vote: 7-0 9 8 - 785 EXHIBIT " B" That portion lying westerly of the west right-of-way of South Bayshore Drive of the following: The east 150 feet of the west 600 feet of Lot 20, and also Lot 19, less the west 400 feet thereof and less the north 25 feet thereof, all in Block 104 South of the Amended Map of Brickell's Addition to the Map of Miami, as recorded in Plat Book B, Page 113, of the Public Records of Dade County, Florida a/k/a the Plat of Brickell Shore Tower, as recorded in Plat Book 122, Page 25, of the Public Records of Dade County, Florida; and The west 450 feet of Lot 20, Block 104-South, Amended Map of Brickell's Addition to the Map of Miami, as recorded in Plat Book B, Page 113, of the Public Records of Dade County, Florida; and The west 400 feet of Lot 19, and that portion lying west of the westerly right-of-way line of South Bayshore Drive of the north 25 feet of Lot 19, less the west 400 feet thereof, in Block 104- South, Amended Map of Brickell's Addition to the Map of Miami, South, as recorded in Plat Book B, Page 13, of Dade County, Florida; Owned by Bricksea Corp., a Florida corporation, c/o Gilberto Pastoriza, Esq., 2665 South Bayshore Drive, Suite 420, Miami, Florida 33133. The west 192.07 feet of Lot 19 and the west 192.07 feet of Lot 20, Block 104-South, Amended Map of Brickell's Addition to the Map of Miami, according to the Plat thereof, as recorded in Plat Book B, Page 113, of the Public Records of Dade County, Florida. Owned by MDM Brickell Hotel Group, Ltd., a Florida limited partnership, c/o Gilberto Pastoriza, Esq. , 2665 South Bayshore Drive, Suite 420, Miami, Florida 33133. J8- 785 Miami Zoning Board Resolution: 13 1998-0075 Monday, June 15, 1998 Mr. Osvaldo. Moran-Ribeaux offered the following Resolution and move its adoption Resolution: AFTER CONSIDERING THE FACTORS SET FORTH IN SECTION 1903.1 OF ORDINANCE NO. 11000, AS AMENDED, THE ZONING BOARD RECOMMENDED APPROVAL TO THE CITY COMMISSION OF A REQUEST FOR A VARIANCE AS PART OF A MAJOR USE SPECIAL PERMIT FOR BARCLAYS FINANCIAL CENTER AS LISTED IN ORDINANCE NO. 11000, AS AMENDED, THE ZONING ORDINANCE OF THE CITY OF MIAMI, ARTICLE 6, SECTION 605.8.2, MINIMUM BUILDING SETBACKS ADJACENT TO INTERIOR LOT LINES, TO ALLOW A SETBACK FOA THE OFFICE PODIUM FROM INTERIOR YARD (NORTH SIDE OF PROPERTY) OF 18'-11" (24.67' REQUIRED) FOR THE PROPERTY LOCATED AT 1190 BRICKELL BAY DRIVE (A.K.A. SE BAYSHORE DRIVE/BARCLAYS FINANCIAL CENTER) LEGALLY DESCRIBED AS EXHIBITS "A" AND "B" HEREBY ATTACHED; ZONED SD-5 BRICKELL AVENUE AREA RESIDENTIAL -OFFICE DISTRICT. THIS VARIANCE WAS RECOMMENDED FOR APPROVAL PER PLANS ON FILE WITH A TIME LIMITATION OF TWENTY-FOUR (24) MONTHS IN WHICH A BUILDING PERMIT MUST BE OBTAINED AND IT IS SUBJECT TO REPLATTING OF THE LAND AND THE CONDITIONS FROM THE DEPARTMENT OF PLANNING AND DEVELOPMENT AS SPECIFIED IN THE MAJOR USE SPECIAL PERMIT DEVELOPMENT ORDER HEREBY ATTACHED. Upon being seconded by Ms. Gloria M. Basila, the motion was passed and adopted by the following vote: Mr. George Barket Ms. Gloria M. Basila Ms. Ileana Hemandez-Acosta Ms. Christine Morales Mr. Osvaldo Moran-Ribeaux Mr. Paris A. Obregon Mr. Humberto J. Pellon Mr. Juvenal Pina AYE: NAY: ABSTENTIONS: NO VOTES: ABSENTS: Ms. Fernandez: Motion carries 7-0 Yes Yes Away Yes Yes Yes Yes Yes 7 0 0 0 'r Teresita L. Fernandez, Chief Office of Hearing Boards Case No.: 1998-0127 Item Nbr: 6 9 8 - 785 PUBLIC WORKS ANALYSIS FOR 1190 S. Bayshore Drive (A.K.A. Barclays Financial Center) In order to develop the proposed Barclay's Financial Center on the site described on the location plat'independent of the Marriott Hotel, the land must be replatted to create a separate tract before building permits can be issued for this project. However, the Public Works Department has no objection to the variance being processed prior to or concurrent with the platting process. 98- 785 This instrument prepared by, ano after recording return to: Name: ph M. Hen.m.deg Esqai� Address: , ,.rioiii, FIvr'iQa-.n ra-r 7c61 - rony N. FinCa►" . Est. STROOCK & STROOCY, & LAVAN uy Fats-r UNM ftt AMM4t Cr< nm- RM 330D 20D Sotmt BW_A"Q BOULLYARD . MtAw. Peal m 33131.LM5 Property Appraiser's Parcel I.D. ido. 010210 030 1170 and portions of 010210 030 1120 and 010210 030 1160 SPECIAL WARRANTY DEED REC.175 62415 (space reserved for Clerk of Cant) 97R 1335-49 1997 MAR 27 16:1b DOCSTPDEE 21 r Clt . 00 SURTX 1= >• 7`0. 0f ' HARVEY RUVINr CLERK DADE COUNTYr E1 THIS DEED is made as of the 26te day of March, 1997, between BRICKSEA CORP., a Florida corporation (the "Grantor"), whose address is c/o Rilea Development Corp., 848 Brickell Avenue, Miami, Florida 33131, and MDM BRICKELL OTEL GROUP, LTD., a Florida limited partnership (the "Grantee"), whose taxpayer identification number is t app11 ed for) and whose address is 9090 South Dadeland Boulevard, Miami, Florida 33156. WITNESSETH: Grantor, in consideration of Ten ($10.00) Dollars and other good and valuable consideration paid by Grantee, the receipt and sufficiency of which is hereby acknowledged, has granted, bargained and sold, and by these presents does grant, bargain and sell, to Grantee, and Grantee's heirs, successors and assigns forever, all of Grantor's right, title and interest in and to the following property located in Dade County, Florida (the "Property"), to -wit: See Exhibit "A" attached hereto and by this reference made a part hereof SUBJECT TO: Taxes and assessments for the year 1997 and subsequent years. 2. All laws, ordinances, regulations, restrictions, prohibitions and other requirements imposed by governmental authority, including, but not limited to, all applicable building, zoning, land use and environmental ordinances and regulations. 3. Easements, conditions, restrictions, matters, luhitations and reservations of record, without the intention of reimposing same (including, without limitation, those easements created by that certain Easement Agreement dated as of the dtte hereof between Grantor and Grantee). 4. Purchase Money Mortgage, of even date he4with, given by Grantee in favor of Grantor. TO HAVE AND TO HOLD unto Grantee and Grantee's heirs, successors and assigns in fee simple forever. Grantor hereby specially warrants the title to the Property subject to the foregoing matters and will defend the same against the lawful claims of all persons claiming by, through or under Grantor. Grantor represents and warrants that the Property is not now nor has it ever been the homestead of Grantor nor is the Property contiguous to the homestead of Grantor. 9 Q _ 785 ITRYI T6 REC. IN WITNESS WHEREOF, Grantor has executed this Deed as of the day and year first above written. Signed, sealed and delivered in the presence of: Address: 848 Br°ickell Avenue Miami, Florida 33131 STATE OF FLORIDA ) SS: COUNTY OF DADE ) The foregoing instrument was acknowledged before me this 26'" day of March, 1997, by -Doge & atpuw as President of BRICKSEA CORP., a Florida corporation. He is personally known to me did/diAdrt take an oath. "2 Name: NqR6 Public, State of Florida ommission No: My Commission Expires: MIAMUt1ERNANDEZI/8548701Sbm#01 I.DOG3/26/97 (Notarial Seal] OFFICIAL NOTARY SEAL JUAN P LOUMIET NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CCSIG26 MY COMMISSION EXP. DEC 1019" 98- 785 STATE OF FLORIDA COUNTY OF DADE The foregoing instrument was acknowledged before me this day of 19 , by who is personally known to me or wno 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 DADE The foregoi instrument Pastori�za edA e °ax 'i� is 7 h di ' JCorp. 19 , by of a corporation, on behalf of the corpora: cn. Hc'She is personally known to nee or has produced as idenatcat:c;c and who did (did not) take an oath. Nurse: Notary Public -State ftMARlLYN SDMDDEIRLLA Commission No.. ='�=`` MY COWIUxm A cc 47W My Commission Ex -OVIFs- sew 13.19" *+F**xikM##ttf�*R*k***t!+!**�kk*fit*#�►*�r�fk*fi�Flr**iefk**!►RtF*�M�k#*irA**iitYtt#***�tf►iri7FR***##f**fe***f+F#***+4#*«+4# STATE OF FLORIDA COUNTY OF DADE The foregoing instrument was acknowledged before me this day of 19 , by partner (or agent) on behalf of a partnership_ He/She is personally known to me or u ho has produced as identification and who did (did not) take an oath. Name: Notary Public -State of Florida Commission No.: My Commission Expires: 372002 EXBIBIT "A" (a) The Property in questions lies north of S.E. 12th Street between Brickell Avenue and Brickell Bay Drive. It has street frontage on only three (3) sides, to -wit, Brickell Avenue, Brickell Bay Drive, and S.E. 12th Street. The Property is long and narrow. It has approximately 217 feet in depth and over 555 feet in width along S.E. 12th Street. The Property is also located within a coastal high hazard area (VE-14) as designated on the City of Miami Flood Insurance Rate Map ("FIRM"). This designation requires that the habitable lowest floor elevation be raised to 14 feet above the National Geodetic Vertical Datum. This requirement together with the land's unique location and shape creates a hardship, which hinders the development of the Property without the minimal variances requested. Properties across the street (west of Brickell Avenue) which lie within the same zoning district have a less onerous firm designation of AE-12. (b) The unique location and shape of the Property are inherent to the Property and do not come about as a result of petitioner's action. (c) The properties lie within the SD-5 district. The City's Zoning Ordinance (the "Ordinance") has special requirements and restrictions along S.E. 12th Street, which has been classified by the City as a pedestrian corridor for accessing Biscayne Bay. The Ordinance also limits driveway access from the Property to Brickell Avenue. These limitations and special requirements are not shared by other properties within the SD-5 district and create an undue hardship on the petitioner. (d) On the contrary granting the variance will allow petitioner the same rights commonly enjoyed by other properties in the same SD-5 zoning district (see (c) above). (e) The requested setback variance is "de minimis"; only applies to the office podium and is only on the north side of the Property. (f) The minimum variance requested is in harmony and compatible with the intent and purpose of the Ordinance and will allow for the development of the Property in a safe, efficient, and aesthetically pleasing manner. 9 8 - 785 X (f) The grant of the Variance will be in harmony with the general intent and purpose of the Zoning Ordinance, and will not be injurious to the neighborhood, or otherwise detrimental to the public welfare. See attached Exhibit "A" Note: All documents, reports, studies, exhibits or other written or graphic material to be submitted to the Zoning Board shall be submitted with this application. Signa Gilberto Pa Name Weiss SerotA Helfman Pastoriza & Gaedes, P.A. Address 2665 S. Bayshore Drive, #420 Miami, Florida 33133 Telephone (305) 8-54-0800 Date tJL l 98 - 785 X 10. In support of the ap 3tion, the applicant is prepared to offer d flowing evidence, on the point enumerated at Secti,— 1903 of the City of Miami Zoning Ordinance. Note: This application cannot be accepted for Zoning Board action unless all of the following six items are completed. X (a) Special conditions and circumstances exist which are peculiar to the land, structure, or building involved and which are not applicable to other lands, structures, or buildings in the same zoning district in that: (list evidence to be produced and use additional sheets, if necessary.) See attached Exhibit "A" X (b) The special conditions and circumstances do not result from the actions of the petitioner in that: See attached Exhibit "A" X (c) Literal interpretation of the provisions of the Zoning Ordinance would deprive the applicant of rights commonly enjoyed by other properties in the same zoning district under the terms of the Zoning Ordinance and would work unnecessary and undue hardships on the petitioner in that: See attached Exhibit "A" X _ (d) Granting the Variance requested will not confer on the petitioner that special privilege that is denied by the Zoning Ordinance to other lands, buildings, or structures in the same zoning district in that: See attached Exhibit "A" X (e) The Variance, if granted, is the minimum Variance that will make possible the reasonable use of the land, building or structure in that: See attached Exhibit "A" 98- 785 X 6. Recorded warranty de nd tax forms for the most current year a tble that show the present owner(s) of the property. (Attached to this application) X 7. Other (Specify and attach cover letters explaining why any document you are attaching is pertinent to this application). See attached Article II,_Project Description and Article III, Supporting Documents 8. Fee of $ Zoning Ordinance: to apply toward the cost of processing, according to Section 42-156 of the CS, PR, R-1, R-2, (single-family and duplex residential uses)......................$250.00 Piers, docks, wharves and the like, for each Variance from the ordinance, per lineal foot...............................................................................$ 45.00 Minimum........................................................................................................$700.00 All applications for Variances relating to the same structure shall be assessed a single fee to be calculated per square foot of gross floor area of the proposed structure or addition, based upon the definition of gross floor area found in Section 2502 of Zoning Ordinance, as amended..................................................................................$ .10 Minimum........................................................................................................$650.00 Application for Variance as a result of a change in approved plans or as a result of a violation notice shall be charged an additional fee, per Variance: CS, PR, R-1, R-2...........................................................................................$250.00 All other residential districts.........................................................................$450.00 All nonresidential districts............................................................................$550.00 Extension of time for Variance.....................................................................$500.00 Public hearing mail notice fees, including cost of handling and mailingper notice.........................................................................................$ 3.50 Surcharge equal to applicable fee from items above, not to exceed eight hundred dollars (800.00), except from agencies of the City; such surcharge to be refunded to the applicant if there is no appeal from a property owner within three hundred and seventy-five (375) feet of the subject property 9. The Variance request is for relief from the provisions of Section 6 0 5.8 .2 Zoning Ordinance as follows: of the City of Miami Reduce the require setback for the office podium from interior yard (north side of property). Required 24.67 ft. Proposed 18.92 ft. 98 -r 785 n '3 CITY OF MIAMI ..... "4TE0 OFFICE OF HEARING BOARDS APPLICATION FOR VARIANCE SECTION 2-653 OF THE CODE OF THE CITY OF MIAMI, FLORIDA, AS AMENDED, GENERALLY REQUIRES ANY PERSON WHO RECEIVES COMPENSATION, REMUNERATION OR EXPENSES FOR CONDUCTING LOBBYING ACTIVITIES TO REGISTER AS A LOBBYIST WITH THE CITY CLERK, PRIOR TO ENGAGING IN LOBBYING ACTIVITIES BEFORE CITY STAFF, BOARDS, COMMITTEES AND THE CITY COMMISSION. A COPY OF SAID ORDINANCE IS AVAILABLE IN THE OFFICE OF THE CITY CLERK (MIAMI CITY HALL), LOCATED AT 3500 PAN AMERICAN DRIVE, MIAMI, FLORIDA, 33133. NOTE: THIS APPLICATION MUST BE TYPEWRITTEN AND SIGNED IN BLACK INK. A Variance is a relaxation of the terms of the Zoning Ordinance where such action will not be contrary to the.public interest and where owing to conditions peculiar to the property and not the result of actions of the applicant, a literal enforcement of this Ordinance would result in unnecessary and undue hardship on the property. As used in the Zoning Ordinance, a Variance is authorized only for height, area, size of structure, dimensions of yards, other open spaces, off-street parking and/or loading requirements (see Article 19 of the Zoning Ordinance). 1, Gilberto Pastoriza, Esq. , hereby petition the City of Miami Zoning Board for a Variance from the terms of the Zoning Ordinance of the City of Miami, affecting property located at North of SE 12 Street from Brickell Avenue to Brickell , folio number Bay Drive - 01 0210 030 1120 1160 and as specified below. 1170, 1123, 1150 and 01-4138-040-0010 In support of this application, the following material is submitted. X 1. Two original surveys of the property prepared by a State of Florida Registered Land Surveyor within one year from the date of application. X 2. Four copies -signed and sealed by a State of Florida Registered Architect or Engineer -of site plans showing (as required) property boundaries, existing (if any) and proposed structure(s), parking, landscaping, etc.; building elevations and dimensions and computations of lot area and building spacing. X 3. Affidavits disclosing ownership of property covered by applications and disclosure of interest form (attached to application). X 4. Certified list of owners of real estate within a 375-foot radius of the outside boundaries of property covered by the application. 5. At least two photographs that show the entire property (land and improvements). 9 8 - 78r ZONING BOARD ACTIOI r V PETITION FOR VARIANCE MOTION: I move that the request on Agenda Item #__ 0 be (DENIED) (GRANTED) in that the requirements of Section 1903.1 (WERE) (WERE NOT) satisfied by relevant evidence in the record of the public hearing. (a) as stated in the City's finds or fact, or (b) as demonstrated by the petitioner, or (c) on the basis of the following: The Zoning Board shall make findings that all of the requirements and standards of Section 1903.1 (HAVE BEEN) (HAVE NOT BEEN) demonstrated. CHECK ONE (a) Special conditions and circumstance (EXIS (DO OF EACH NOT EXIST) which are peculiar to the structure or STATEMENT building involved and which are not applicable to other lands, structures, or buildings in the same zoning district 1) as stated in the City's findings of fact 2) as demonstrated by the petitioner 3) as otherwise stated below: (b)3helpecial. conditions and circumstances (DO)J29 Nam( T) result from the actions of the petitioner 1) as stated in the City's findings of fact 7 2) as demonstrated by the petitioner 3) as otherwise stated below: ti• Signature Agenda Item Date (c) Literal interpretation of t ba4mvds-ions of zoning ordinance (WOULD) WOT - NO eprive the applicant of rights commons., enjoyed by other properties in the same zoning district under the terms of the zoning ordinance and work unnecessary and undue hardships on the petitioner 1) as stated in the City's findings of fact 2) as demonstrated by the petitioner 3) as otherwise stated below: (d) Granting the variance requested WILL (WELL NOT) convey the same treatment to the in vidual owner as to the owner of other lands, buildings, or structures in the same zoning district 1) as stated in the City's findings of fact _,CC 2) as demonstrated by the petitioner 3) as otherwise stated below: (e) Granting the variance requested (WIL WILL NOT) convey the same treatment, any special privilege at is denied by the zoning ordinance to other lands, buildings or structures in the same zoning district. (f) If granted the varianc . (WILL BE WILL NOT BE) in harmony with the gen m t and purpose of the zoning ordinance, and will not be injurious to the neighborhood, or otherwise detrimental to the public welfare 1) as stated in the City's findings of fact rr 2) as demonstrated by the petitioner 3) as otherwise stated below: 98- 785 EXHIBIT "A" That portion lying westerly of the west right-of-way of South Bayshore Drive of the following: The east 150 feet of the west 600 feet of Lot 20, and also Lot 19, less the west 400 feet thereof and less the north 25 feet thereof, all in Block 104 South of the Amended Map of Brickell's Addition to the Map of Miami, as recorded in Plat Book B, Page 113, of the Public Records of Dade County, Florida a/kia the Plat of Brickell Shore Tower, as recorded in Plat Book 122, Page 25, of the Public Records of Dade County, Florida; and The west 450 feet of Lot 20, Block 104-South, Amended Map of Brickell's Addition to the Map of Miami, as recorded in Plat Book B, Page 113, of the Public Records of Dade County, Florida; and The west 400 feet of Lot 19, and that portion lying west of the westerly right-of-way Iine of South Bayshore Drive of the north 25 feet of Lot 19, less the west 400 feet thereof, in Block 104- South, Amended Map of Brickell's Addition to the Map of Miami, South, as recorded in Plat Book B, Page 13, of Dade County, Florida; Owned by Bricksea Corp., a Florida corporation, c/o Gilberto Pastoriza, Esq., 2665 South Bayshore Drive, Suite 420, Miami, Florida 33133. less The west 192.07 feet of Lot 19 and the west 192.07 feet of Lot 20, Block 104-South, Amended Map of Brickell's Addition to the Map of Miami, according to the Plat thereof, as recorded in Plat Book B, Page 113, of the Public Records of Dade County, Florida. Owned by MDM Brickell Hotel Group, Ltd., a Florida limited partnership, c/o Gilberto Pastoriza, Esq. , 2665 South Bayshore Drive, Suite 420, Miami, Florida 33133. 372001 98-- 785 DISCLOSURE OF OWNERSHIP 1. Legal description and street address of subject real property: The property is vacant. See attached Exhibit "A" and "B" for legal description. 2. Owner(s) of subject real property and percentage of ownership. Note: City of Miami Ordinance No. 9419 requires disclosure of all parties having a financial interest, either direct or indirect, in the subject matter of a presentation, request or petition to the City Commission. Accordingly, question 12 requires disclosure of shareholders of corporations, beneficiaries of trusts, and/or any other interested parties, together with their addresses and proportionate interest. Bricksea Corp., a Florida corporation owns the property legally described in the attached Exhibit "A". MDM Brickell Hotel Group, ..Ltd., a Florida limited partnership has an option to purchase the property legally described in the attached Exhibit "A". MDM Brickell Hotel Group,.Ltd., a Florida limited partnership owns the property legally described in the attached Exhibit "B". Disclosure of both entities is attached as Exhibit "C" and "D". 3. Legal description and street address of any real property (a) owned by any party listed in answer to question f2, and (b) located within 375 feet of the subject real property. N )A ZEK OR ATTEY FOR OWNER ) 1 Gilberto Pasta za, Esq. STATE OF FLORIDA } SS: COUNTY OF DADE } Gilberto Pastoriza. Esa,.being duly sworn, deposes and says that he is the (Owner) (Attorney for Owner) of the real property described in answer to question #I, above; that he has read the foregoing answers and that the same are true and complete; and (if acting as attorney for owner) that he has authority to ecute the Disclosure of Ownership fors on behalf of the owner. j (Name) SWORN TO AND SUBS$ ED before me this ` 7 day of Notary bl c, State of Florida at Large MY COMM I SS I ON EXPIRES: ;' '`" ' MARRYN 85MODEVILLA MY COMMMM i CC 47M ? s EMAM: September 13 190 Rr 8aedtd Tlru NOWY Pd * UndwMant 9 8 - 78r EXHIBIT "A" That portion lying westerly of the west right-of-way of South Bayshore Drive of the following: The east 150 feet of the west 600 feet of Lot 20, and also Lot 19, less the west 400 feet thereof and less the north 25 feet thereof, all in Block 104 South of the Amended Map of Brickell's Addition to the Map of Miami, as recorded in Plat Book B, Page 113, of the Public Records of Dade County, Florida a/k/a the Plat of Brickell Shore Tower, as recorded in Plat Book 122, Page 25, of the Public Records of Dade County, Florida; and The west 450 feet of Lot 20, Block 104-South, Amended Map of Brickell's Addition to the Map of Miami, as recorded in Plat Book B, Page 113, of the Public Records of Dade County, Florida; and The west 400 feet of Lot 19, and that portion lying west of the westerly right-of-way line of South Bayshore Drive of the north 25 feet of Lot 19, less the west 400 feet thereof, in Block 104- South, Amended Map of Brickell's Addition to the Map of Miami, South, as recorded in Plat Book B, Page 13, of Dade County, Florida; Owned by Bricksea Corp., a Florida corporation, c/o Gilberto Pastoriza, Esq., 2665 South Bayshore Drive, Suite 420, Miami, Florida 33133. less The west 192.07 feet of Lot 19 and the west 192.07 feet of Lot 20, Block 104-South, Amended Map of Brickell's Addition to the Map of Miami, according to the Plat thereof, as recorded in Plat Book B, Page 113, of the Public Records of Dade County, Florida. Owned by MDM Brickell Hotel Group, Ltd., a Florida limited partnership, c/o Gilberto Pastoriza, Esq. , 2665 South Bayshore Drive, Suite 420, Miami, Florida 33133. 372001 �8- 785 372001 EXHIBIT "B" The West 192.07 feet of Lot 19 and the West 192.07 feet of Lot 20, Block 104-South, Amended Map of Brickell's Addition to the Map of Miami, according to the Plat thereof, as recorded in Plat Book B, Page 113, of the Public Records of Dade County, Florida. Owned by MDM Brickell Hotel Group Ltd., a Florida limited partnership, c/o Gilberto Pastoriza, Esq., 2665 South Bayshore Drive, Suite 420, Miami, Florida 33133. 9s- 78R 372001 EXHIBIT "B" The West 192.07 feet of Lot 19 and the West 192.07 feet of Lot 20, Block 104-South, Amended Map of Brickell's Addition to the Map of Miami, according to the Plat thereof, as recorded in Plat Book B, Page 113, of the Public Records of Dade County, Florida. Owned by MDM Brickell Hotel Group Ltd., a Florida limited partnership, c/o Gilberto Pastoriza, Esq., 2665 South Bayshore Drive, Suite 420, Miami, Florida 33133. 98 - 785 EXHIBIT "C" MDM Brickell Hotel Group, Ltd. is owned by: MDM Brickell, Inc. 1 % and MDM Hotel Group, Ltd. 99% MDM Brickell, Inc. is owned 100 % by Luis Pulenta. MDM Hotel Group, Ltd. is owned by: MDM Hotels, Inc. 1 % Luis Pulenta 50 % MDM Hotels II, Inc. 49 % MDM Hotels Inc. is owned by Luis Pulenta 100%. MDM Hotels II, Inc. is owned 100 % by Cardand Inc., Cartland Inc., is owned by: Luis Pulenta Roberto Pulenta Francisco Pulenta 372001 33 % 33 1/3 % and; 33 1/3 % 98- 785 EXHIBIT "D" Bricksea Corp. is wholly owned by Immobiliaria Meridional who in turn is wholly owned by Alberto Barreras. 372001 PZ-7 PLANNING FACT SHEET APPLICANT Gilberto Pastoriza, Esq. for Barclays Financial Center HEARING DATE June 17, 1998. REQUEST/LOCATION Proposal for a Major Use Special Permit for Barclays Financial Center Project located approximately on 1190 South Bayshore Drive. LEGAL DESCRIPTION Complete legal description on file with the Hearing Boards Office ;'PETITION Consideration of a Major Use Special Permit for the Barclays Financial Center Project to allow a 513,122 square feet of office and 27,550 square feet of lobby level retail with an accessory parking structure with a total of 1244 parking spaces. PLANNING Approval with conditions. RECOMMENDATION BACKGROUND AND See attached analysis. ANALYSIS PLANNING ADVISORY BOARD Approval with conditions VOTE: 5-0 CITY COMMISSION N/A APPLICATION NUMBER 98-030 Item #2 ................................................................................................................................................................................................................................... CITY OF MIAMI • DEPARTMENT OF PLANNING AND DEVELOPMENT 444 SW 2ND AVENUE, 3RD FLOOR • MIAMI, FLORIDA, 33130 PHONE (305) 416-1435 ................................................, "....: Date: 06/02/98 . ................... ...... Pa. 6gee 1 98- 785 ANALYSIS FOR A MAJOR USE SPECIAL PERMIT fo r BARCLAYS FINANCIAL CENTER located at 1190 Brickell Bay Drive and 1111 Brickell Avenue CASE NO: 98-030 The requested Major Use Special Permit application is for the purpose of allowing the Barclays Financial Center project to consist of a Mixed Use Development consisting with 540,000 square feet of office and lobby level retail and 1,244 parking spaces; the project shall also consist of a 302 room hotel (previously approved by Special Exception); the `project will be located at approximately 1190 Brickell Bay Drive and 1111 Brickell Avenue (see attached legal description, location maps and aerial photographs for exact 'property boundaries). Pursuant to Ordinance 11000, as amended, the Zoning Ordinance of the City of Miami, Florida, the subject proposal incorporates the following variance and subordinate special permits: • Variance to permit a structure with the following setback for the office podium from the interior yard (north side of property): Required: 24.67 feet Proposed: 18'-11 " • Class I Special Permit for aviation hazard; FAA clearance approval required (Article 9, Section 915.2). • Class I Special Permit for pool/outdoor recreational area (Article 9, Section 906.6). • Class II Special Permit to allow development in the SD-5 District (Article 6, Section 605.3). • Class II Special Permit for relocation of the required 30% retail/services along pedestrian pathways (12th Street), within the structure (Article 6, Section 605.4.4). • Class II Special Permit for relocation of the required 15% retail/services along Brickell Bay Drive within the structure (Article 6, Section 605.4.4). • Class II Special Permit to allow an urban plaza exceeding the maximum setback of 20 feet in certain areas along SE 121h Street (Article 6, Section 605.8.3). • Class II Special Permit for reduction of Parking Guides and standards to reduce the required additional foot when parking stall is adjacent to a column/wall/obstacle. • Designation of the project as a "Phased Project" pursuant to Article 25 of Zoning Ordinance 11000. 98- I S5 Pursuant to Article 13 of Zoning Ordinance No. 11000. approval of the requested Major Use Special Permit shall be considered sufficient for and inclusive of the subordinate permits and variance referenced above. In determining the appropriateness of the proposed project the following findings have been made: • It is found that the proposed mixed use development project will benefit the Downtown District by creating a new hotel and office use along Brickell Avenue to serve Downtown area businesses, travelers and visitors. • It is found that as a justification for the variance component of this application, the small size of subject property for its location along Brickell Avenue is a substantial hardship which limits reasonable use of the property and therefore justifies the requested podium setback variance. There are very few remaining properties within this particular zoning classification (SD-5), which are of such a small and narrow size with the additional hardship of being located along two designated Primary Pedestrian Pathways. • It is found that the setback variance is being requested in order to develop a project which can provide an effective parking garage, along with ground level pedestrian activities, along Brickell Avenue, and S.E. 12t' Street. • It is found that the project is well -designed and complements the scale and character of the area. The project will enhance the subject property and will significantly improve the appearance of the area by enhancing the Brickell Avenue and Brickell Bay Drive corridors. • It is found that due to the projects size and magnitude and the need to develop it in stages, its qualification as a "Phased Project" pursuant to Article 25 of Zoning Ordinance 11000 is appropriate and should be approved within this Development Order. • It is found that the Large Scale Development Committee (LSDC) has recommended approval of the proposed project (with conditions incorporated herein) at its meeting held on April 29, 1998. • It is found that the Urban Development Review Board (UDRB) has recommended approval of the proposed project at its public meeting held on May 13, 1998. • It is found that the proposed project offers the most reasonable solution to the design problem facing this particular site. K 0 � r�85 • 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 Development is recommending approval of the requested Major Use Special Permit with the following conditions: 1. The approval of this Major Use Special Permit shall be subject to the recordation of the following documents prior to the issuance of any building permits for the proposed project: a. Unity of Title or covenant in lieu thereof providing that the ownership, operation and maintenance of all common areas and facilities will be by the property owner or a mandatory property owner association in perpetuity. 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. The applicant shall submit a parking plan for construction employees and temporary parking arrangements for the existing building while the new building is under construction; said parking plan shall be subject to review and approval by the Department of Planning and Development prior to the issuance of any building permits. 3. The applicant shall provide plans for proposed sidewalk and swale area improvements prior to the issuance of a building permit; said plans shall be subject to review and approval by the Public Works Department and the Department of Planning and Development. 4. The applicant shall retain the services of an archeological consultant who will be responsible for conducting archeological monitoring of all ground disturbing activity; said consultant shall obtain a scope of work from the Miami -Dade County Archeologist and shall provide reports both to that office and the City of Miami Preservation Officer. 5. This approval shall also be subject to all additional conditions specified in the Final Development Order for the project. 9 5 8 - ;06 I / I � r• . _ f 4j 1 '' � l • P�G�X i �� � ., �aEQ I ¢ � >. !1 �,.. {''I�'t,'sic� �. ,o'f S Cyj sR!•C o is zo - Is, s� • z• 07 I' .%',' z c AgRK o 38 , •�20 :�Qiz!n U•I r9l • Irl '• I I V(••r I Iz' �I n �, :rII•i:9, xo 12t W 10 II 11 ill `Q 1•lT •4s1si ,{n�.ielf` I.+•�y9 ST 8 �� II x z Y i i �./ .3 13 . I:•ITjI•j:flzoRl u I�ol:llalls I�S�:a , )off G V,3p' fs zz � o ° CKN000 00440�pogo �': ,7 ° o 7'R-007- 4J g- !' �. w _ t7 >ST W g ;.�x 1 8 go 8 S- — S w S- I I I � l ` � I ���.•I c o `� 8 �• o / c ('V ='I I I . I I `� — • ,a `.. Lf ITO'z: I22 ISD Ix In 2c ¢Iu '�'+�' 1 ro o •I 'f � � ro o a S- S.W. 0 S- Q S ro o inl,lsl 1 (5 i• x H 9�. Ic �� I I: C.. -. - cco ' : � i �� � � - s' • � 1 6 sj) - � 00o�Oo o° � s o0 �75 74 a m a ° 104 _ o '�� zl�s � ! f I` � � a •r,e f zolx a�z ° o ° .d,.l I•. fs I I ! IS 5 0. a D Dc.��� pOp°o S S.W. 11 ST. to • W :C" 1 I 85 rr cr I I I C o° y-4YSMORe o � A. 12 ST. 6 1 c s 1. ._ °_ f l, l i I- s O ,•'Y :✓ •���. •: S�[dffe:•: O . 3 •, O - R •��S' pR0 rE Q THSIOE EL Ey1 • ••� tS/011� 3 ��5 T. S.E. 13 T. E- F. • ruy S7. '. o ' �09 - , o-� a ,e ;. • s z (. SUED/V ;,.c I r1 I I • �• o /S/oN T 94 s 9S z, Q o y, rR4CT_4 ^� I .z Is Is i.• n I u :s w n u 20 •1 S. W. 14 S T o i U Cc Sue 7 n ,o 8 � ,t �• N _4 �, ,• s u •I. ?� . \ " u �.,1 ,. x •rs � _ " ° -Y prE SW. )4 TERR. o U rg4cr4A ,�O _98 f 99 p m E • Y_� i,11f /4 I ° r , O° • •�, GFfh' � Es s•• ° o � zj " :P = li 'Lt, •�f 0.\. N �.c.t �" „ a r zz �t a � H i �I p "c, 0 0t \• ` • ,. ,� SOB E ".OSrp 9ELLp` '9m V �� ` r sue. 785 Tr F w Y° 98- 785 RESOLUTION PAB - 52-98 A RESOLUTION RECOMMENDING APPROVAL OF A MAJOR USE SPECIAL PERMIT FOR THE BARCLAYS FINANCIAL CENTER PROJECT TO ALLOW: IN PHASE I (ALREADY APPROVED BY SPECIAL EXCEPTION) A HOTEL COMPONENT WITH 302 ROOMS AND ACCESSORY COMMERCIAL AND RECREATION SPACE AND A PARKING STRUCTURE, AND; PHASE II TO ALLOW 513,122 SQUARE FEET OF OFFICE AND 27,550 SQUARE FEET OF LOBBY LEVEL RETAIL WITH A TOTAL OF 1,244 PARKING SPACES FOR BOTH PHASES SUBJECT TO THE CONDITIONS OF THE DEPARTMENT OF PLANNING AND DEVELOPMENT PLUS AN ADDITIONAL CONDITION THAT A FINAL LANDSCAPE PLAN, INCLUDING ILLUMINATION AND IRRIGATION, BE SUBMITTED PRIOR TO THE LANDSCAPING PERMIT. HEARING DATE: June 17, 1998 ITEM NO. 2 VOTE: 5-0 ATTEST4urdesll�azyk, Assis t or Department of Planning and Development 98- 785 ANALYSIS FOR A MAJOR USE SPECIAL PERMIT for BARCLAYS FINANCIAL CENTER located at 1190 Brickell Bay Drive and 1111 Brickell Avenue CASE NO: 98-030 The requested Major Use Special Permit application is for the purpose of allowing the Barclays Financial Center project to consist of a Mixed Use Development consisting with 540,000 square feet of office and lobby level retail and 1,244 parking spaces; the project shall also consist of a 302 room hotel (previously approved by Special Exception); the project will be located at approximately 1190 Brickell Bay Drive and 1111 Brickell Avenue (see attached legal description, location maps and aerial photographs for exact `property boundaries). Pursuant to Ordinance 11000, as amended, the Zoning Ordinance of the City of Miami, Florida, the subject proposal incorporates the following variance and subordinate special permits: • Variance to permit a structure with the following setback for the office podium from the interior yard (north side of property): Required: 24.67 feet Proposed: 18 % 11 " • Class I Special Permit for aviation hazard; FAA clearance approval required (Article 9, Section 915.2). • Class I Special Permit for pool/outdoor recreational area (Article 9, Section 906.6). • Class II Special Permit to allow development in the SD-5 District (Article 6, Section 605.3). • Class II Special Permit for relocation of the required 30% retail/services along pedestrian pathways (12`h Street), within the structure (Article 6, Section 605.4.4). • Class II Special Permit for relocation of the required 15% retail/services along Brickell Bay Drive within the structure (Article 6, Section 605.4.4). • Class II Special Permit to allow an urban plaza exceeding the maximum setback of 20 feet in certain areas along SE 12`h Street (Article 6, Section 605.8.3). • Class II Special Permit for reduction of Parking Guides and standards to reduce the required additional foot when parking stall is adjacent to a column/wall/obstacle. • Designation of the project as a "Phased Project" pursuant to Article 25 of Zoning Ordinance 11000. 98- 785 Pursuant to Article 13 of Zoning Ordinance No. 11000. approval of the requested Major Use Special Permit shall be considered sufficient for and inclusive of the subordinate permits and variance referenced above. In determining the appropriateness of the proposed project the following findings have been made: • It is found that the proposed mixed use development project will benefit the Downtown District by creating a new hotel and office use along Brickell Avenue to serve Downtown area businesses, travelers and visitors. `• It is found that as a justification for the variance component of this application, the small size of subject property for its location along Brickell Avenue is a substantial hardship which limits reasonable use of the property and therefore justifies the requested podium setback variance. There are very few remaining properties within this particular zoning classification (SD-5), which are of such a small and narrow size with the additional hardship of being located along two designated Primary Pedestrian Pathways. • It is found that the setback variance is being requested in order to develop a project which can provide an effective parking garage, along with ground level pedestrian activities, along Brickell Avenue, and S.E. 12t` Street. • It is found that the project is well -designed and complements the scale and character of the area. The project will enhance the subject property and will significantly improve the appearance of the area by enhancing the Brickell Avenue and Brickell Bay Drive corridors. • It is found that due to the projects size and magnitude and the need to develop it in stages, its qualification as a "Phased Project" pursuant to Article 25 of Zoning Ordinance 11000 is appropriate and should be approved within this Development Order. • It is found that the Large Scale Development Committee (LSDC) has recommended approval of the proposed project (with conditions incorporated herein) at its meeting held on April 29, 1998. • It is found that the Urban Development Review Board (UDRB) has recommended approval of the proposed project at its public meeting held on May 13, 1998. • It is found that the proposed project offers the most reasonable solution to the design problem facing this particular site. E 98- 785 • 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 Development is recommending approval of the requested Major Use Special Permit with the following conditions: 1. The approval of this Major Use Special Permit shall be subject to the recordation of the following documents prior to the issuance of any building permits for the proposed project: a. Unity of Title or covenant in lieu thereof providing that the ownership, operation and maintenance of all common areas and facilities will be by the property owner or a mandatory property owner association in perpetuity. 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. The applicant shall submit a parking plan for construction employees and temporary parking arrangements for the existing building while the new building is under construction; said parking plan shall be subject to review and approval by the Department of Planning and Development prior to the issuance of any building permits. 3. The applicant shall provide plans for proposed sidewalk and swale area improvements prior to the issuance of a building permit; said plans shall be subject to review and approval by the Public Works Department and the Department of Planning and Development. 4. The applicant shall retain the services of an archeological consultant who will be responsible for conducting archeological monitoring of all ground disturbing activity; said consultant shall obtain a scope of work from the Miami -Dade County Archeologist and shall provide reports both to that office and the City of Miami Preservation Officer. 5. This approval shall also be subject to all additional conditions specified in the Final Development Order for the project. 3 M1AY. -05' 91 ME) 11.19 P. 002 cOOTMUSC arcs ' aNe prepard b: • Moses 1. Ys11. Uq. 1615MOT43 " - Yowler. YAal leR ot. _ Rf. _ 17S S.W. let Av.o.. 11th YlewT�1,' Moat. . Fl-rtda 1112a4913 00i='Gti239 >� a 'am Eta A =22CLAM Domm. Made this ! I day at Ab,. -w- , 199 becweau Somalur-ion Trust corporation as Receiver for Cwnnnweaith Federal savings and Loan A&GOOlatiea. a Cup eration 'listing under the laws of the United States hereinafter called the Creator and ericirpea Corp.. a Florida corporation. ukame smuins ada:ae is Intrercase U.S.A.. InC.. 2655 I.Wau ae Road. Suite i12, Coral Goblem. FL 33134. hereinafter called Grantee. KMMM�. that the said Grantor. for and in aensidsf &IMMS of the am of tea dollars (S10.09) ad outer valuable com ideratioae to said Gmanter in amen paid, the ree*i1pt %ftesees IF hereby actcnerle__ 1. has and by theme prmmedts does shahs, release and quit -class unto said Grantee. ass Grantee's bliss. or maccesssrm. Rua &*signs forever, all Cho right. title, iaesrest. Clain and dswabd which the Sala Grantor his iv and to the following described pared of land in the County of Dads, and State of Fleridd. to wit: SCE ATPACMV 23OX 1'r •a' 10 lava; a>m ua sms the mare. together with all ads mingltiar the appuRsnaoesm theseante belonging cc in anytime appertalaisssg, a ell the estate, sight. Lisle, interest and elals wbatmosver of the main Greater. Sather in law or equity, to the Only proper use. bmwCit and baboof of the said Grantee, and Grantee's hmiro, or Successors, and assigem recover. (•Grantor' and wGrancee• are used Derain for Singular or plural. Cho eiS9t11ar shall ioelude she plural, and any 0 1 r shall laelb" all ysadsss, as Contest require&.) Four / 01-03e-Oioo-1120 61-021-MOD-1121 ZMClstles 'resat Composewam Ot-021-0300-1330 >80"v w for Cemmomseelth 06-031-9300-1160 -Filar" lavlagm and boat 01-021-0320-1110 Aemooiacum 01-613"40-4010 slgoed, Sealed and aeifvar&d mVj=y1.h.� in our Presence: Attorma tdnard %. yiu-Fa -.� r!"N (MiL.I riW�l �c A�idr.aas I60 Caltrq f{ ee. Suit* 230e lMiC.) •' P.O. slot fib •�a� Atlanta, CeorOla SOSit sTA-M OP .1 FPOC.I H COUlrrtr or FIE t.V-'F! TRi t>,ORSCOIM 111Si7tUMMr wan acknowledged before ee this day of LC•rrw}srf . 19Lri , ENwMA aCtrb� &a Attorney -in -fact tog nesolueloo TsWC Corporation, mS Rocelver for Commonwealth Pederai savings sad &me A&eoelation, CC bmhal! of Said aanaratiow. 6pe/she iS ptstalally Itoom-a to me or has produced 1denC111catioa and did take an, cb_ R1 r1 Cn tAi t My Cnnwdslom . r ,Ile/ .r.t*,•�rorsawt.&+w 'i f� �/ 1f7[� �,;:�.,E.t.+�t•, •e t 17A mmdmo Now of Notary) (saw mmoib r. it any) RN. 1 7,. 80i CL4TT 4.11: MDM Property The West 192.07 feet of Lot 19 and the West 192.07 feet of Lot 20, Block 104-South, Amended Map of Brickell's Addition to the Map of Miami, according to the plat thereof as recorded in Plat Book B, Page 113 of the Public Records of Dade County, Florida. OF OE CQU TY rjo so�c RECORO VE IMM HARVEY RUVIN CLERKC/RCWrCOLW 10160335 98 - 785 MAY. -05' 96 (TUE) 11:19 P. 003 couizst .. t t �. t.arr.e. wa�t..aroe XMISIT A- Lryal Qaaeriptiatn Thpt owlint li t !murty *f Wo areas rlahr or. vay of south lloyahot Drive of sk foUawAtp The mm I w toe& at the unna 600 feet of Lon 20, Out trim Lot 1% lou the .ems on last shred O"d ka She No V to" *WE". as in dlodt 10 South d the Atotmded Map d sdcb ws Add om so the Map of Muni. as ro=rdad I* rlat Soak a. pap 113 of 1be Ptdtfk Rttcor I al Dade County, fierlds AAWA on plot a BricU*U Sher. Tever, as recorded in Ptat seals 122, pop 23 of the PubUc Rocardh at Dodo County, Plarldq ' The nett do last of Lot 2% aloe* lfat4ottth, Amended Map of lirtltae94 Addltlon 19 the Map of UJWJ, as recoreed its Plat saes C. pap 113 of the pubft NAKW* d Dade Caunoy, Plarwe, The vest Whet of Lot15, and rorth dos po lylns stse of no vestorly M1ftt-at way Une d Sw k lloytlw= Drive of rho north 23 sees of Los f!. lee aw wet Mr fads tttersd, Is shdc 106-SWIN Atttettdfa Jtap al deldo ft AdAdM Be 00aaep of Mlantt. South, as Mwdaa M Flat an& 6, page 114 Dade County. Flerido. MM.Er f+u1M Most ttiiyt t9ow sell d It If inlm ME VfqrMrjmrw I I NO rq �ES 111 L an W H -1 mu--N---vm lot rl ii: !I 0�1 !M 1112! .1, j a M tr M! !w lz — la I - 117 In lz JOK f" I i P� an IYl vim *1 is la- 53 in im-lial -:r' 1 112 la to I= t- IN OK IR Failing I Imaging IL Is 12 I - I .7alma a ... IM es 11 I- in I — am I- so I= I aia I_ _r- Ls fill 31 1 in in I [is In I in IS is In in am in [a I LK ME 3 H R M 199 V7 to to In in IN in in I I R 7 7 1 75 7w- is 7r im BARCLAYS FINANCIAL CENTER TABLE OF CONTENTS ARTICLE I. Project Information A. Introduction B. Application for a Major Use Special Permit C. Application for Variance D. Disclosure of Ownership E. Ownership Affidavit F. Directory of Project Principals G. City of Miami Zoning Atlas Map - Page 37 H. City of Miami Future Land Use Map I. Aerial and Location Map J. Ownership List K. Project Data Sheet and Summary 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 1702.2.2 Major Use Special Permit Concept Plan 4. Section 1702.2.3 Development Impact Study 98- 785 ARTICLE III. Supporting Documents Tab 1 Survey Tab 2 Site Plan Tab 3 Traffic Impact Analysis Tab 4 Site Utility Study Tab 5 Economic Impact Study Tab 6 Minority Construction Employment Plan Tab 7 Architectural and Landscape Drawings 38- 785 BARCLAYS FINANCIAL CENTER PROJECT INFORMATION ARTICLE I. A. Introduction B. Application for a Major Use Special Permit C. Application for Variance D. Disclosure of Ownership E. Ownership Affidavit F. Director of Project Principals G. City of Miami Zoning Atlas Map - Page 37 H. Aerial and Location Maps I. City of Miami Future Land Use Map J. Ownership List K. Project Data Sheet and Summary 372002 98- 785 BARCLAYS FINANCIAL CENTER INTRODUCTION The development is located on the north side of of SE 12 Street from Brickell Avenue to Brickell Bay Drive (the "Property"). The Property is designated Office in the City's Future Land Use Map and is zoned SD-5 (Brickell Avenue Area Office -Residential District). The proposed development is consistent with the Miami Comprehensive Neighborhood Plan and is a permitted use in the SD-5 zoning district. The applicant intends to develop the Property in phases, see attached Exhibit "A" to this Introduction. Phase I consists of a 302 unit J.W. Marriott Hotel and accessory parking structure all located in the westernmost portion of the Property along Brickell Avenue. Phase II will be known as the Barclays Financial Center consisting of approximately 540,000 square feet of office and lobby level retail with an accessory parking structure all located in the balance of the Property. The two phases besides being contiguous to each other will share a service drive along the north portion of the Property; are interconnected by an internal arcade which will run from Brickell Avenue to Brickell Bay Drive; share a motor court entrance along SE 12 Street and will have similar landscaping and treatment along SE 12 Street. Both Phase I and Phase II will have retail components in accordance with the SD-5 requirements. On March 2, 1998, the City of Miami Zoning Board pursuant to Resolutions ZB-0023 and 0024 approved Phase I. Copies of these Resolutions are attached as part of Exhibit "A" to this Introduction. A foundation permit for Phase I has already been applied for. Phase II is scheduled to commence construction in the last quarter of 1998. The proposed development will be a significant asset to the City of Miami and its residents. 372002 98- 785 EXHIBIT "A" WEISS SEROTA HELFMAN PASTORIZA & GUEDES, P.A. LILLIAN ARANGO DE LA HOZ* ROY J. BAROUET MITCHELL A. BIERMAN NINA L. BONISKE DANIEL H. COULTOFF JENNIFER GOMBERG EDWARD G. GUEDES STEPHEN J. HELFMAN JOHN R. HERIN ROBERT W. HOLLAND* JILL A. JARKESY' GILBERTO PASTORIZA ELLEN N. SAUL* GAIL D. SEROTA* JOSEPH H. SEROTA DANIEL A. WEISS* RICHARD JAY WEISS DAVID M. WOLPIN STEVEN W. ZELKOWITZ VIA HAND DELIVERY ATTORNEYS AT LAW 2665 SOUTH BAYSHORE DRIVE SUITE 420 MIAMI, FLORIDA 33133 TELEPHONE (305) 854-0800 TELECOPIER (305) 854-2323 WWW.WSH-PLALAW.COM April 27, 1998 Ms. Lourdes Slazyk City of Miami Department of Planning & Development 444 S.W. 2nd Avenue, 3rd Floor Miami, Florida 33130 Re: Request for Phased Project Dear Ms. Slazyk: BROWARD OFFICE 888 EAST LAS OLAS BOULEVARD SUITE 710 FORT LAUDERDALE, FLORIDA 33301 TELEPHONE (954) 763-1189 PALM BEACH OFFICE 1872 SOUTHWEST 171" STREET BOCA RATON, FLORIDA 33486 TELEPHONE (561) 392-8762 TELECOPIER (561) 392-7551 *OF COUNSEL Our firm represents MDM Brickell Hotel Group, Ltd., a Florida limited partnership ("MDM") and Bricksea Corp., a Florida corporation ("Bricksea") in connection with the captioned request. The following information is provided in support of this request. Section 2502 of the City's Zoning Ordinance 11000 defines phase project as follows: "A phase project is one which, due to its magnitude, has to be developed in stages. Such project shall contain a minimum of three (3) acres of land. Any project which meets such requisite shall establish the maximum development capacity for the subject property. At the time of the qualification by the director of the planning, building and zoning department, as required below, such projects shall be owned by a single entity or subsidiaries of one (1) entity and may occupy contiguous lands, separated only by streets or alleys, and will be considered as one (1) project for the purpose of calculating all zoning requirements. Individual phases of such projects which reach the MUSP thresholds as established in article 17, shall also comply with all the conditions contained in section 1701(11). " 98 - 785 Ms. Lourdes Slazyk April 27, 1998 Page 2 A phase project must be qualified by the director of the planning, building and zoning department, at the written request of the property owner(s). The recipient of this qualification shall be responsible for the distribution of development rights within the boundaries of the subject property, subject to the limitations of this Zoning Ordinance." The proposed project consists of a 302 room JW Marriott Hotel and supporting parking structure (the "Hotel") and an approximate 500,000 square feet office building and supporting parking structure known as Barclays Financial Center (the "Office"). The Hotel and the Office shall be collectively referred to as the "Project". MDM and Bricksea intend to develop the Project in phases. Phase I shall consist of the Hotel and Phase II the Office. The property in question is described in the attached Exhibit "A" (the "Property") and consists of approximately 3.57 gross acres. The Property lies north of SE 12th Street from Brickell Avenue to Brickell Bay Drive. MDM owns the Hotel site and Bricksea owns the Office site. MDM has an option to purchase the Office site. The Hotel site and the Office site are contiguous to each other. On March 2, 1998, the City has already approved Phase 1, the Hotel, as evidenced by the enclosed Miami Zoning Board Resolutions ZB 1998-0024 and 0023. MDM has applied for a foundation permit to commence the Phase I construction. Phase II, the Office, requires the approval of a Major use Special Permit (the "MUSP"). MDM and Bricksea have commenced the MUSP process. On April 22, 1998, the Large Scale Development Committee reviewed the Project and we anticipate the MUSP application will be filed on May 8, 1998. Besides being contiguous to each other, the Hotel and Office: a) share a service drive, which runs along the entire north portion of the Property from Brickell Bay Drive to Brickell Avenue; b) are inter -connected by an internal arcade, which runs from Brickell Bay Drive to Brickell Avenue; c) share the motor court entrance to the parking garage along SE 12th Street; and d) will have similar landscape and treatment along SE 12th Street. WEISS SEROTA HELFMAN PASTORIZA & GUEDES, P.A. 9 Q _ 7 8 5- Ms. Lourdes Slazyk April 27, 1998 Page 3 We believe that for the reasons stated in this letter, the Project meets the City's requirements for a phased project and accordingly request that you approve the Project as a phase project. We look forward to your approval of this request. Please do not hesitate to call me if you have any questio Gilberto Pastoriza GP/ms 372002 Enclosure cc: Tim Weller Bruce Brosch Juan Ojeda Stephen J. Helfman WEISS SEROTA HELF`SAN PASTORIZA & GUEDES, P.A. 98 - 785 EXHIBIT "A" All of Lots 19 and 20, Block 104-South, Amended Map of Brickell's Addition to the Map of Miami, as recorded in Plat Book B, Page 113, of the Public Records of Dade County, Florida; and Tract "A" of Brickell Shore Tower, recorded in Plat Book 122, Page 25, of the Public Records of Dade County, Florida; and That portion lying west of the westerly right-of-way line of South Bayshore Drive (Brickell Bay Drive) of the north 25 feet of Lot 19, in Block 104-South, Amended Map of Brickell's Addition to the Map of Miami, as recorded in Plat Book B, Page 113, of the Public Records of Dade County, Florida. 372002 9 8 - 785 Miami Zoning Board Resolution: ZB 1998-0023 Monday, March 02,1998 Mr. Juvenal . Pina offered the following Resolution and move its adoption ' Resolution: AFTER CONSIDERING THE FACTORS SET FORTH IN SECTION 1305 OF ORDINANCE NO. 11000, THE ZONING BOARD GRANTED THE SPECIAL EXCEPTIONS AS LISTED IN ORDINANCE NO. 11000. AS AMENDED, THE ZONING ORDINANCE OF THE CITY OF MIAMI, ARTICLE 9, SECTION 917.1.2, VALET PARKING, GENERALLY, TO ALLOW VALET SERVICE TO A HOTEL, PER ARTICLE 6, SECTION 605.,4.3, PERMITTED ONLY BY SPECIAL EXCEPTION, TO ALLOW A BAR/LOUNGE AND PER ARTICLE 6, SECTION 605.8.1. MINIMUM YARDS, TO ALLOW A VEHICULAR DRIVEWAY IN YARDS ADJACENT TO BRICKELL AVENUE FOR THE PROPERTY LOCATED AT 1111 BRICKELL AVENUE LEGALLY DESCRIBED AS EXHIBIT "A" HEREBY ATTACHED; ZONED SD-5 BRICKELL AVENUE AREA RESIDENTIAL -OFFICE DISTRICT. THESE SPECIAL EXCEPTIONS WERE GRANTED PER PLANS ON FILE WITH A TIME LIMITATION OF TWELVE (12) MONTHS IN WHICH A BUILDING PERMIT MUST BE OBTAINED AND THEY ARE SUBJECT TO THE FOLLOWING CONDITIONS FROM THE DEPARTMENT OF PLANNING AND DEVELOPMENT: 1) PURSUANT TO THE DOWNTOWN NET OFFICE, THE APPLICANT SHALL SUBMIT A PARKING PLAN FOR CONSTRUCTION EMPLOYEES WHILE THE NEW BUILDING IS UNDER CONSTRUCTION; SAID PARKING PLAN SHALL BE SUBJECT TO REVIEW AND APPROVAL BY THE DEPARTMENT OF PLANNING AND DEVELOPMENT PRIOR TO THE ISSUANCE OF ANY BUILDING PERMITS, 2) PURSUANT TO THE DEPARTMENT OF PUBLIC WORKS, THE APPLICANT SHALL PROVIDE PLANS FOR PROPOSED SIDEWALK AND SWALE AREA IMPROVEMENTS PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, AND 3) PURSUANT TO THE FINDINGS HEREIN AS THEY RELATE TO THE NUMBER OF VEHICULAR DRIVEWAYS ALONG SE 12TH STREET, THE APPLICANT SHALL EXPLORE OTHER OPTIONS WITH THE DEPARTMENT OF PLANNING AND DEVELOPMENT IN AN EFFORT TO REDUCE THE NUMBER OF SAID DRIVEWAYS; ANY MODIFICATIONS SHALL BE SUBJECT TO THE REVIEW AND APPROVAL OF THE DEPARTMENT OF PLANNING AND DEVELOPMENT. Upon being seconded by Mr. Tucker. Gibbs, the motion was passed and adopted by the following vote: Mr. George Barket Ms. Gloria M. Beads Mr. Tucker Gibbs Ms. Ileans Hemandez-Acosta Ms. Christine Morales Mr. Osvaldo Moran-Ribeaux Mr. Paris A. Obregon Mr. Jwenal Pina Yes Yes Yes Yes Away Yes Yes Yes AYE: 7 NAY: 0 ABSTENTIONS: 0 Case No.: 1998-0085 Item Nbr. 3 98 - 785 Miami Zoning Board Resolution: ZB 1998-0023 Ms. Fernandez: Motion carries 7-0 Monday, March 02,1998 NO VOTES: ABSENTS: Teresita L. Femandez, Chief Office of Hearing Boards Case No.: 1998-0085 item Nbr. 3 98- 785 EXHIBIT "A" PAS CEL 'I The West 192.07 feet of Lot 19 and the West 192.07 fee: „- :.oc 20, Block 104-South, Amended Map of Brickell's Addition :t :ne Map of Miami, according to the Plat thereof, as re^o=ded :n Plat Book B, Page 113, of the Public Records of Dade C--Un:y, Florida. Owned by MDM Brickell Hotel Group Ltd., a Florida limited partnership, c/o Gilberto Pastoriza, Esq., 2665 South Basho=e Drive, Suite 420, Miami, Florida 33133. PARC-L "B" All of Lots 19 and 20, Block 104-South, Amended van of Brickell' s Addition to the Map of Miami, according to the Plat thereof, as recorded in Plat Book B, Page i n , of the public Records of Dade County, Florida, less the West 192.07 feat thereof, less Tract "A" Brickell Shore Tower, recorded in Plat Book 122, Page 25, of the Public Records of Dade C--unty, Florida. Owned by Bricksea Corp., a Florida corporation, c/o Gi'_be::o Pastoriza, £sq., 2665 South Bayshore Drive, Suite 420, Miami. Florida 33133. 372001%exh-Ut.a 9 8 - 785- Miami Zoning Board Resolution: ZB 1998-0024 Monday, March 02,1998 Mr. Juvenal . Pina offered the following Resolution and move its adoption Resolution: AFTER CONSIDERING THE FACTORS SET FORTH IN SECTION 1903.1 OF ORDINANCE NO. 11000, THE ZONING BOARD GRANTED THE VARIANCES FROM ORDINANCE NO. 11000, AS AMENDED, THE ZONING ORDINANCE OF THE CITY OF MIAMI, ARTICLE 6, SECTION 605.8.1. MINIMUM YARDS, TO PERMIT A YARD SETBACK (ON BRICKELL AVENUE) OF 12'-0" (STEPS @ 42 INCHES IN HEIGHT) (3(Y-0" REQUIRED), PER ARTICLE 6, SECTION 605.8.2, MINIMUM BUILDING SETBACKS ADJACENT TO INTERIOR LOT LINES; TO PERMIT A SETBACK REQUIRED FOR PODIUM FROM INTERIOR YARD (NORTH SIDE OF PROPERTY) OF 18'-11" (23'.84" REQUIRED) AND TO PERMIT A SETBACK REQUIRED FOR TOWER FROM INTERIOR YARD (NORTH SIDE OF PROPERTY) OF 3T-10" (40'-0" REQUIRED) FOR THE PROPERTY LOCATED AT 1111 BRICKELL AVENUE LEGALLY DESCRIBED AS EXHIBIT "A" HEREBY ATTACHED; ZONED SD-5 BRICKELL AVENUE AREA RESIDENTIAL -OFFICE DISTRICT. THESE VARIANCES WERE GRANTED PER PLANS ON FILE WITH A TIME LIMITATION OF TWELVE (12) MONTHS IN WHICH A BUILDING PERMIT MUST BE OBTAINED AND THEY ARE SUBJECT TO THE FOLLOWING CONDITIONS FROM THE DEPARTMENT OF PLANNING AND DEVELOPMENT: 1) PURSUANT TO DOWNTOWN NET OFFICE, THE APPLICANT SHALL SUBMIT A PARKING PLAN FOR CONSTRUCTION EMPLOYEES WHILE THE NEW BUILDING IS UNDER CONSTRUCTION; SAID PARKING PLAN SHALL BE SUBJECT TO REVIEW AND APPROVAL BY THE DEPARTMENT OF PLANNING AND DEVELOPMENT PRIOR TO THE ISSUANCE OF ANY BUILDING PERMITS, 2) PURSUANT TO THE DEPARTMENT OF PUBLIC WORKS, THE APPLICANT SHALL PROVIDE PLANS FOR PROPOSED SIDEWALK AND SWALE AREA IMPROVEMENTS PRIOR TO THE ISSUANCE OF A BUILDING PERMIT AND 3) PURSUANT TO THE FINDINGS HEREIN AS THEY RELATE TO THE NUMBER OF VEHICULAR DRIVEWAYS ALONG SE 12TH STREET, THE APPLICANT SHALL EXPLORE OTHER OPTIONS WITH THE DEPARTMENT OF PLANNING AND DEVELOPMENT IN AN EFFORT TO REDUCE THE NUMBER OF SAID DRIVEWAYS; ANY MODIFICATIONS SHALL BE SUBJECT TO THE REVIEW AND APPROVAL OF THE DEPARTMENT OF PLANNING AND DEVELOPMENT. Upon being seconded by Mr. Osvaldo . Moran-Ribeaux, the motion was passed and adopted by the following vote: Mr. George Barket Yes Ms. Gloria M. Besda Yes Mr. Tucker Gbbs Yes Ms. Home Hernandez -Acosta Yes Ms. Christine Morales Away Mr. Osvaldo Moran-Ftibeaux Yes Mr. Paris A. ObreW Yes Mr. Juvenal Pint Yes AYE: 7 Case No.: 1998-0086 Item Nbr. 4 98- 785 Miami Zoning Board Resolution: ZB 1998-0024 Monday, March 02,1998 NAY: 0 ABSTENTIONS: 0 NO VOTES: 0 ABSENTS: t Ms. Fernandez: Motion carries 7-0 1 j Teresita L. Fernandez, Chief Office of Hearing Boards Case No.: 1998-0086 Item Nbr. 4 98 - '785 EXHIBIT "A" = PARCEL "A" The west 192.07 feet of Lot 19 and the West 192.07=feet of Lot 20, Block 104-South, Amended Map of Brickell's Addition. to the - Map of Miami, according to the Plat thereof, as -recorded in''. Plat Book B, Page 113, of the Public Records of Dade County,.._ Florida. _ Owned by MDM Brickell Hotel Group Ltd., a Florida limited partnership, c/o Gilberto Pastoriza, Esq., 2665 South Bayshore' Drive, Suite 420, Miami, Florida 33133. -- PARCEL "B" All of Lots 19 and 20, Block 104-South, Amended: -Map Brickell 's Addition to the Map of Miami, according= -to the- Plat"..: thereof, as recorded in Plat Book B, Page 113, of--. the .Public' Records of Dade County, Florida, less the West t9207-.feet thereof, less Tract "A" Brickell Shore Tower, recorded in Plat Book 122, Page 25, of the Public Records of Dade;County,._�_: Florida.�� Owned by Bricksea Corp., a Florida corporation, coo Gilberto;f Pastoriza, Esq., 2665 South Bayshore Drive, Suite: 420-,:;-Miami, Florida 33133. 98- "785 -_. APPLICATION FOR MAJOR USE SPECIAL PERMIT It is intended that major use special permits be required where specified uses and/or occupancies involve matters deemed to be of citywide or area -wide importance. The City Commission shall be solely responsible for determinations on applications for major use special permits. (See Article 17 of Ordinance 11000, as amended, the Zoning Ordinance of the City of Miami, Florida.) The City Commission shall refer all applications for major use special permits to the Planning Advisory Board and to the Director of the Department of Community Planning and Revitalization for recommendations, and may make referrals to agencies, bodies, or officers, either through the Departmrit of Community Planning and Revitalization, or directly, for review, analysis and/ur technical findings and determination, and reports thereon. (Sec Serion 1301.5 of Ordinance 11000, as amended, the Zoning Ordinance of the City of Miami. Florida.) l� Gilberto Pastoriza , hereby apply to the Director of the Department of Communiy Planning and Revitalization 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. Addmssofpmperty: SE 12th Street between Brickell Avenue & Brickell Bay Driv Nature of proposed Use (be specific): 500,000 square feet office building and associated parking structure and 300 unit hotel and associated parking structure. Application materials- 1 amch the following in support and explanation of the application: 11 1. Two copies of a survey of the property prepared by a State of Florida Registered Land Surveyor. 12 2. Affidavit disclosing ownership of property covered by application and disclosure of interest form (attach Forms 4-93 and 4"3 to application). E 3. Certified list of owners of real estate within a 375-foot radios from the outside boundaries of property covered by this application (attach forth "3 to application). I1 4. Maps of: (a) existing zoning; and (b) adopted comprehensive plan designations for areas on and around the property covered by this application. Y] 5. General location map showing relation to the site or activity to major sumets, schools, existing utilities. shopping areas, important physical features in and adjoining the project, and the like. M 6. Concept Plan: a) Site plan and relevant information per Section 1304.2.1 (d through h). b) Relationships to surrounding existing and proposed future uses and activities, .systems and facilities, per Section 1702.3.2a. Li How concept affects existing zoning and adopted comprehensive plan principles and designations; tabulation of any required variances, special permits, change of zoning or exemptions, per Section 1702.3.2b. - 98- 785 APPLICATION FOR MAJOR USE SPECIAL PEMMIT (continued) EV7. Developmental Impact Study (an application for development approval for a Development of Regional Impact may substitute). Q8.Othcr(bcspecif1c): see attached Article III, SuuAorting Documents, and Exhibit "A" for additional approval requests. o 9. Fee of s 4 6 , 2 8 3 . 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. 0 10. Additional fee of 5 , for any required special permits. changes of zoning or variances as set forth in Chapter 62 of the Code of the City of M'tamL as amended. WEISS S QW"PASTORIZA "UEDES, P or Authorized Gilberto Pas-ttyrrsq. Print name here 2665 S_ Raychnre Drive, #420 Address Miami City Florida 33133 State Zip (305)854-0800 Phone Number Final approval of this application for Major Use Special Permit shall consist of an executed Resolution by the Miami City Commission and a Development Order attached thereto which specifics the conditions under which this Major Usc 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. 98 - 785 bUiLD1N6 & ZONING Fax:1-305-416-2168 May 5 '98 2:49 P.02/ON EXHIBIT "A" Approximately 1190 South Bayshore Drive A_K_A_ BARCLAYS FINANCIAL CENTER (Zoned SD-5) MAJOR USE SPECIAL PERMIT, as per City of Miami Zoning Ordinance 11,000 as amended Article 17 section 1701 to per, a development of a hotel and office towers meeting the following thresholds: ■ Nonresidential uses involving in excess of two hundred thousand (200,000) square feet of floor area. ■ Any single or combination of uses requiring or proposing to provide in excess of five hundred (500) offstreet parking spaces. ■ Planned Unit Development. ■ Phased Project The following Class I and Class H Special Permits are encompassed by the Maj or Use Special Permit: ■ Class I for aviation hazard, FAA clearance approval required (Article 9 section 915.2). ■ Class I for pool/outdoor recreational area (Article 9 section 906.6). ■ Class H for development in the SD-5 District (Article 6 section 605.3). ■ Class II for relocation of the required 30% retail/services along pedestrian pathways (12' ST), within the structure (Article 6 section 605.4.4). ■ Class II for relocation of the required 15% retail/services along S. Bayshore Dr., within the structure (Article 6 section 605.4.4). ■ Class II, as per Article 6 section 605.8.3 to allow an urban plaza, exceeding the maximum setback of 20 feet in certain areas along S.E. 12 St ■ Class II for reduction of Parldng Guides and Standards to reduce the required additional 1.0ft when parking stall adjacent to a column / wall /obstacle. 98- 785 DUlLUlIVU C. LUIYlIVU Mag J Jo L•JU r.U=' --• Approx 1190 S. Bays.._,,e Drive Barclays Financial Center Pale a of 2 VARLANCES, as per City ofNViiami Zoning Ordinance 11,000 to reduce the required setback for the office podium from interior yard (north side of property) (Article 6 section 605.8.2). - Required - 24.67ft Proposed - 18' 11" Subject to: ■ Obtaining an FAA clearance letter. ■ Provide a landscape plan to meet applicable code. ■ All ramps and access ways to have a minimum dimension of 1 Oft for each car lane. ■ Meet all FDOT standards for turn radii throughout project. ■ Providing Handicap Accessibility as required, including, but not limited to providing height requirements for van accessible spaces in parking garage area. Notes: ■ Hotel component has been approved under previous resolutions numbers: ZB 1999-0023 and ZB 1998-0024. ■ No valet service is being provided in the office tower, however valet service has been addressed under the application of the hotel component of The project ■ No restaurants are located in the office tower. ■ Signs are not a part of this application. ■ The extra FAR above the maximum of 4.25 is permitted under the Planned Unit Development (Article 5 section 502(e), allowing up to a maximum of 20'/6 over the 4.25, a total maximum FAR of 5.1. ■ Aluminum Clay Projection on the roof of the office tower have been determined to be an architecture feature and not subject to setback requirements. ■ It has been determined that vehicular access along S. Bayshore Drive may not be feasible for it will impede reasonable development of the Site, therefore automobile drop-off and access to parking structure are permissible along SX. 12 St Javier Carbonell May 5, 1998 98- 785 CITY OF MIANII OFFICE OF HEARING BOARDS APPLICATION FOR VARIANCE SECTION 2-653 OF THE CODE OF THE CITY OF MIAMI, FLORIDA, AS AMENDED, GENERALLY REQUIRES ANY PERSON WHO RECEIVES COMPENSATION, REMUNERATION OR EXPENSES FOR CONDUCTING LOBBYING ACTIVITIES TO REGISTER AS A LOBBYIST WITH THE CITY CLERK, PRIOR TO ENGAGING IN LOBBYING ACTIVITIES BEFORE CITY STAFF, BOARDS, COMMITTEES AND THE CITY COMMISSION. A COPY OF SAID ORDINANCE IS AVAILABLE IN THE OFFICE OF THE CITY CLERK (MIAMI CITY HALL), LOCATED AT 3500 PAN AMERICAN DRIVE, MIAMI, FLORIDA, 33133. NOTE: THIS APPLICATION MUST BE TYPEWRITTEN AND SIGNED IN BLACK INK. A Variance is a relaxation of the terms of the Zoning Ordinance where such action will not be contrary to the public interest and where owing to conditions peculiar to the property and not the result of actions of the applicant, a literal enforcement of this Ordinance would result in unnecessary and undue hardship on the property. As used in the Zoning Ordinance, a Variance is authorized only for height, area, size of structure, dimensions of yards, other open spaces, off-street parking and/or loading requirements (see Article 19 of the Zoning Ordinance). I, Gilberto Pastoriza, Esq . , hereby petition the City of Miami Zoning Board for a Variance from the terms of the Zoning Ordinance of the City of Miami, affecting property located at North of SE 12 Street from Brickell Avenue to Brickell folio number ay Drive - 01 0210 030 112o 1160 ancl as specified below. 1170, 1123, 1150 and 01-4138-040-0010 In support of this application, the following material is submitted X 1. Two original surveys of the property prepared by a State of Florida Registered Land Surveyor within one year from the date of application. x 2. Four copies -signed and sealed by a State of Florida Registered Architect or Engineer -of site plans showing (as required) property boundaries, existing (if any) and proposed strncture(s), parking, landscaping, etc.; building elevations and dimensions and computations of lot area and building spacing. X 3. Affidavits disclosing ownership of property covered by applications and disclosure of interest form (attached to application). X 4. Certified list of owners of real estate within a 375-foot radius of the outside boundaries of property covered by the application. 5. At least two photographs that show the entire property (land and improvements). 98- �85 X 6. Recorded warranty deed and tax forms for the most current year available that show the present owner(s) of the property. (Attached to this application) 7. Other (Specify and attach cover letters explaining why any document you are attaching is pertinent to this application). See attached Article II, Project Description and Article III, Supporting Documents 8. Fee of $ to apply toward the cost of processing, according to Section 42-156 of the Zoning Ordinance: CS, PR, R-1, R-2, (single-family and duplex residential uses)......................$250.00 Piers, docks, wharves and the like, for each Variance from the ordinance, per lineal foot...............................................................................S 45.00 Minimum........................................................................................................$700.00 All applications for Variances relating to the same structure shall be assessed a single fee to be calculated per square foot of gross floor area of the proposed structure or addition, based upon the definition of gross floor area found in Section 2502 of Zoning Ordinance, as amended..................................................................................S .10 Minimum........................................................................................................$650.00 Application for Variance as a result of a change in approved plans or as a result of a violation notice shall be charged an additional fee, per Variance: CS, PR, R-1, R-2...........................................................................................S250.00 All other residential districts.........................................................................$450.00 Allnonresidential districts............................................................................$550.00 Extension of time for Variance.....................................................................$500.00 Public hearing mail notice fees, including cost of handling and mailing per notice.........................................................................................S 3.50 Surcharge equal to applicable fee from items above, not to exceed eight hundred dollars (800.00), except from agencies of the City; such surcharge to be refunded to the applicant if there is no appeal from a property owner within three hundred and seventy-five (375) feet of the subject property X 9. The Variance request is for relief from the provisions of Section 605.8.2 of the City of Miami Zoning Ordinance as follows: Reduce the require setback for the office podium from interior yard (north side of property). Required 24.67 ft. Proposed 18.92 ft. 98 - '785 X 10. In support of the application, the applicant is prepared to offer the following evidence, on the point enumerated at Section 1903 of the City of Miami Zoning Ordinance. Note: This application cannot be accepted for Zoning Board action unless all of the following six items are completed. X (a) Special conditions and circumstances exist which are peculiar to the land, structure, or building involved and which are not applicable to other lands, structures, or buildings in the same zoning district in that: (list evidence to be produced and use additional sheets, if necessary.) See attached Exhibit "A" X (b) The special conditions and circumstances do not result from the actions of the petitioner in that: See attached Exhibit "A" X (c) Literal interpretation of the provisions of the Zoning Ordinance would deprive the applicant of rights commonly enjoyed by other properties in the same zoning district under the terms of the Zoning Ordinance and would work unnecessary and undue hardships on the petitioner in that; See attached Exhibit "A" X (d) Granting the Variance requested will not confer on the petitioner that special privilege that is denied by the Zoning Ordinance to other lands, buildings, or structures in the same zoning district in that: See attached Exhibit "A" X (e) The Variance, if granted, is the minimum Variance that will make possible the reasonable use of the land, building or structure in that: See attached Exhibit "A" 98- '785 X (f) The grant of the Variance will be in harmony with the general intent and purpose of the Zoning Ordinance, and will not be injurious to the neighborhood, or otherwise detrimental to the public welfare. See attached Exhibit "A" Note: All documents, reports, studies, exhibits or other written or graphic material to be submitted to the Zoning Board shall be submitted with this application. F Si Gilberto Pa , q. Name Weiss Serota Helfman Pastoriza GuedeS, P.A. Address 2665 S. Bayshore Drive, #420 Miami, Florida 33133 Telephone (305) 854-0800 Date 1 98 - 785 a He/She is personally known to me or has produced and who did (did not) take an oath. STATE OF FLORIDA COUNTY OF DADE The foreAoin� inst t was acknowledged before me this �^ day of f� - 19 by t9— �p•f: fiC� `"-� Zc w •all know to me or who has produced as identification and who did (did not) take an oath. Name: Notary Public-S �rif L Commission No.: 0 CC CM '_'Is. M My Commission6'""s"' r**,►*****,►,r�*.****rr«r,►**.,►,►,►,►,►r*.�***,r*,►,►*r,►+►.*,►*#**�i.r,►r*w***+►.*,►,►*,r,r,►.**�e,r,►«.***r,w****,r***«,r STATE OF FLORIDA COUNTY OF DADE The foregoing instrument was acknowledged before me this day of 19 , by of corporation, on behalf of the corporation. as identification Name: Notary Public -State of Florida Commission No.: My Commission Expires: *w,►.«�,w**r*+►*r,�..wrrr.w*.....:*.wwr•..•.r••*rw.•,►.r�*w.rww:r.•�•.rr..**.�..w.««�*wrw•+��.•w..*..r STATE OF FLORIDA COUNTY OF DADE The foregoing instrument was acknowledged before me this day of 19 , by partner (or agent) on behalf of a partnership. He/She is personally known to me or who has produced as identification and who did (did not) take an oath. Name: Notary Public -State of Florida Commission No.: My Commission Expires: 98- '78J 372002 EXHIBIT "A" (a) The Property in questions lies north of S.E. 12th Street between Brickell Avenue and Brickell Bay Drive. It has street frontage on only three (3) sides, to -wit, Brickell Avenue, Brickell Bay Drive, and S.E. 12th Street. The Property is long and narrow. It has approximately 217 feet in depth and over 555 feet in width along S.E. 12th Street. The Property is also located within a coastal high hazard area (VE-14) as designated on the City of Miami Flood Insurance Rate Map ("FIRM"). This designation requires that the habitable lowest floor elevation be raised to 14 feet above the National Geodetic Vertical Datum. This requirement together with the land's unique location and shape creates a hardship, which hinders the development of the Property without the minimal variances requested. Properties across the street (west of Brickell Avenue) which lie within the same zoning district have a less onerous firm designation of AE-12. (b) The unique location and shape of the Property are inherent to the Property and do not come about as a result of petitioner's action. (c) The properties lie within the SD-5 district. The City's Zoning Ordinance (the "Ordinance") has special requirements and restrictions along S.E. 12th Street, which has been classified by the City as a pedestrian corridor for accessing Biscayne Bay. The Ordinance also limits driveway access from the Property to Brickell Avenue. These limitations and special requirements are not shared by other properties within the SD-5 district and create an undue hardship on the petitioner. (d) On the contrary granting the variance will allow petitioner the same rights commonly enjoyed by other properties in the same SD-5 zoning district (see (c) above). (e) The requested setback variance is "de minimis"; only applies to the office podium and is only on the north side of the Property. (f) The minimum variance requested is in harmony and compatible with the intent and purpose of the Ordinance and will allow for the development of the Property in a safe, efficient, and aesthetically pleasing manner. 98 - 785 This instrument prepared by, ana after recording return to: Name: Joseph fff. Hetrun.d..., Esquire Address: Q*Ontel;-P A- Tehy W Fineva" - IEII%- SIROOCY. & MOOCK & LAVAN LLP Fg= Uuloa IW"Nc1At CWM Same 33W 2W SWM 8ec`AW BGciaVAM miAw. Atha" 33131.IMS Propaty Appmser's Parcel I.D. No. 01 M10 0301170 and portions of 010210 0301120 aW 01 M10 0301160 SPECIAL WARRANTY DEED REC. I T5 624r 5 (sp.e. lY - fW chrk or can) 97R 133549 1997 MAR 27 16: DOCSTPDEE 21000.00 SURTX 15p750. HARVEY RUVINY CLERK DADE COUNTYP THIS DEED is made as of the 26" day of March, 1997, between BRICKSEA CORP., a Florida corporation (the "Grantor"), whose address is c/o Rilea Development Corp., 848 BrickeU Avenue, Miami, Florida 33131, and MDM BRICKEI.L IJOTEL GROUP, LTD., a Florida limited partnership (the "Grantee"), whose taxpayer identification number is t appl i ed for) and whose address is 9090 South Dadeland Boulevard, Miami, Florida 33156. WITNESSETH: Grantor, in consideration of Ten ($10.00) DoUars and other good and valuable consideration paid by Grantee, the receipt and sufficiency of which is hereby acknowledged, has granted, bargained and sold, and by these presents does grant, bargain and sell, to Grantee, and Grantee's heirs, successors and assigns forever, aU of Grantor's right, title and interest in and to the Wowing property located in Dade County, Florida (the "Property"), to -wit: See Exhibit "A" attached hereto and by this inference made a part hereof SUBJECT TO: 1. Taxes and assessments for the year 1997 and subsequent years. 2. All laws, ordinances, regulations, restrictions, prohibitions and other requirements imposed by governmental authority, including, but not limited to, all applicable building, zoning, land use and environmental ordinances and regulations. 3. Easements, conditions, restrictions, matters, lidnitations and reservations of record, without the intention of reimposing same (including, without limitation, those easements created by that certain Easement Agreement dated as of the datte hereof between Grantor and Grantee). 4. Pumhase Money Mortgage, of even date hei4with, given by Grantee in favor of Grantor. TO HAVE AND TO HOLD unto Grantee and Grantee's heirs, successors and assigns in fee simple forever. Grantor hereby specially warrants the title to the Property subject to the foregoing matters and will defend the same against the lawful claims of all persons claiming by, through or under Grantor. 9 g 785 Grantor represents and warrants that the Property is not now nor has it ever been the homestead of RIFF". . REC175E91 476 ' IN WITNESS WHEREOF, Grantor has executed this Deed as of the day and year first above written. Signed, sealed and delivered in the presence of: Address: 848 8rickill Avenue Miami, Florida 33131 STATE OF FLORIDA ) SS: COUNTY OF DADE ) The foregoing instrument was acknowledged before me this 261 day of Match, W, by tJon & W 4&spat as President of BRICKSEA CORP., a Florida corporation. He is personally imown to me did/dWaK take an oath. (,*'D T Name: A-,l�T- My Commission Expires: MIAMUIWNANDEZUE54890/: "OIIMOC43R619 Public, State of Florida ssion No: [Notarial Seal] OFFICIAL JUAN F LOUMIET NOTARY PUBLIC SPATE OF RDRIDA COMMISSION NO. CC514226 MY COMMOSION W. 1999 98- 785 .1- R ! Moi,02477 MDM Property The West 192.07 feet of Lot 19 and the West 192.07 feet of Lot 20, Block 104-South, Amended Map of Brickell's Addition to the Map of Miami, according to the plat thereof as recorded in Plat Book B, Page 113 of the Public Records of Dade County, Florida. RWOMMMOMOUOFDAW rtesmacrc ='taho� KARVEY RUvla CLDWCM"rCOLw, 1016W35 1— ; 5_g&;j2.:t-PM;MDM HOTEL DEV. MAY. -05' 911TUE) 11:19 67C S78i _ P. 001 wonvocinrum Ptopeaed 1.jr; horror 1. Hull. Naq. aw.ier. White ♦t. a1. of. 161 M743 17S N.V. let Avonov. slaw rsrrnr- Islaal. nw;&n 3312/-I53S OW12MLIM MORD I - I day s c 1L,..++� � 190batvaNQ 1160611ALL s s+tart Ciaa AS haaeeirer test CO�OaaMitie raderal Ammiege steel f+aw 7lslaaliftlM. a caw4awaciae aldotinp -,odor can lava of tea Ositd Stated hazoi.attec called taw Grantor Need ariadaw corp.. a nwida corporation. M1oaa sil3ag o"rowe In ievercoee Q.S.A.. =OC.. 2555 LMIMM NOW. iaita 617, Carol gabled. 1L 32134. has isartar cslld eefaaes. IMM20MR. that the Said Grsntez. felt and In SeffaLum oz ow ocher aav of too dollaWN 1510.09) Md her ralwD1e taasidar+atiatts d a&" Gconter 131k mod paid. tbn reeaipt allota" in lisle+!► ac210e10141" d. bee and ay tbasa jroodate doss "MOO. release and gait-ela" rate Safe Oraatal, and 000tee'• bodes. m aaeesose:s. and 40010" forages. all ebe rigat. title. Interest. clala► and damn" Utaiea Cho aid Orastor a" ga and to the conartap daaeribod pare" ve tam IN the coenq at Dada. and =eats at newt". to wits am xrfac� 1401 r cap 2D sins m 10=1 no allow. telarbor with all Sad Singular the .p��e[anaeeoa Monsanto boloaagiat or !a aalpadee W&W—Caud". Sad all !ill estate. sigRt, title. ietassat a" claim MSceasws et the Sala crusher. either in law or ""ty. to Cho soly laopar Use. borshnee a t ehoot at Cho aa3A alraattea, a" GNnaree. s MINN. oa• euceNeaam. and aosigao forever. faerae[erb AAA-Osaetaoa acts wed bersia for StMEMBAW es plural• ei tbo osagar shell inelaea the plltral, old a+ aaa11 include all Soedose. ao Sentent sewrlilles.1 ►iisse I �it1 3ia-iizi aaaelsClea Tarot Oaepaaacioe, 66-401-03wiHe aaON►ees !at deaewo"th e1-e11-03 0-I NO +e9aa'al OWWAN" nee Lee !1-1I1-/300-I lfe AeeeoLocum a-seal-ego-Ielo signed. Sealed area OaLlwas is our rnSeaee: Ateernap-ia-A id;w 1. CM ! [•) aWh,aes fee Calaaly ee. Neste 13!! /ttit.l PA. lea e# OMW LIM Atloase, Caerµa 30MI at,.. O EM114 17D{!RY or >-LtLr--4 • it's /oaaOOM litsrllamis uaa as:kee�arledpad bete" se rats 1 day of 1►1'•:46%hrl . ily, b� E1A 00" � ft.Lr� _ w Atcorpey-in-rant ter ■aaalUeioa Wont w am Loan A� left. as babell cc as" eowpocatica. Hie/ehe, No "=Ivw Car CwMMowww"Lb Federal wto ppeeocoally sabre to we or bed prodaeM idSeeilieatiaa And did take an �Sa�lt my': •cioumm" ,e�i.+h ram. saN d in ,vmdwtl Newt: of "Awy) 06" 1lolifNr. if" �.- 9 8 - 78 5- 5-ne;12:IgPM;MDM HOTEL DEV. ;670 5731 a KAY. -05' 91(1'UE) 11:19 P. 003 3, W111TNOU5[ TWA ' Logo ONerwil— Tim /fromloK womb V an w. at�- •yvsuh/ywueo we/Me ow im tact of ow uaas M Not of Les 3% ed ao Las 1% k" ds swat an laq ll weel and Is an OWN to in" Naraa1, M tw RbW* 106.6ert/ of Ns dwimp ad Mefw— A+A-mm t. *bYMei NimLasaay 11301 the Pl"c Rome& as oata Cmm", Fkdo ANUA go Mat el /�ieUa/ own Twrw, " Ice► I Is Mat book 13% rbp D r Me *46Me Reawds of Ode CMwyr FIVUR Tku Meat 41" inn of Let 3% /IN* Aft4w^ AWAMoft/ My ON 0.1aft@% AdAdM in On My of 161w, " "a So i M Net fear C. Pop 113 W w !rife &am& r Dart Cftwy, Plwb q . TOP ewa tit#r lest el Lot 9% "d *.t rrfle. lyY1/ e..e at ow wetrly t1�Fiw/ /ae at loathes Oil" N wa miff =f Seas W Lou 1!. is Na inn 1M kat dwwW6 to MooAr Ift4so AmwmVd Ily at /ddars a Y Addlim *a of Wiw4 /.uNy w mur" M SMat Mr& ap MM t 1!6 Ode CAMwtf, Mnl/a. WAND !Soles�7-aj 98- 785 DISCLOSURE OF OWNERSHIP 1. Legal description and street address of subject real property: The property is vacant. See attached Exhibit "A" and "B" for legal description. 2. Owner(s) of subject real property and percentage of ownership. Note: City of Miami Ordinance No. 9419 requires disclosure of all parties having a financial interest, either direct or indirect, in the subject matter of a presentation, request or petition to the City Commission. Accordingly, question i2 requires disclosure of shareholders of corporations, beneficiaries of trusts, and/or any other interested parties, together with their addresses and proportionate interest. Bricksea Corp., a Florida corporation owns the property legally described in the attached Exhibit "A". MDM Brickell Hotel Group, Ltd., a Florida limited partnership has an option to purchase the property legally described in the attached Exhibit "A". MDM Brickell Hotel Group, -Ltd., a Florida limited partnership owns the property legally described in the attached Exhibit "B". Disclosure of both entities is attached as Exhibit "C" and "D" 3. Legal description anuestiontl2�,dttand ss of located within property a ) owned by any party 375feet of listed in answer to q the subject real property. JWK OR ATTp NEY FOR OiN1ER ) Gilberto Pasto a, Esq. STATE OF FLORIDA } SS: COUNTY OF DADE } Gilberto Pastoriza. Esg,. being duly sworn, deposes and says that he is the (Owner) (Attorney for Owner) of the real property described in answer to question il, above; that he has read the foregoing answers and that the same are true and complete: and (if acting as attorney for owner) that he has authorit acute the Disclosure of Ownership fore on behalf of the Owner. i (SEAL) Name) SWORN TO AND SUBSC EED ` before me this '7 day of Notary'Publft, State of Florida at Large Y KYNMDXVW MY COMMISSION EXPIRES: IACOMIlagN / CC 17'ZoS1 E70'N�: S�MMMr it ilia aw M� N�Ia w 71;5 EXHIBIT "A" That portion lying westerly of the west right-of-way of South Bayshore Drive of the following: The east 150 feet of the west 600 feet of Lot 20, and also Lot 19, less the west 400 feet thereof and less the north 25 feet thereof, all in Block 104 South of the Amended Map of Brickell's Addition to the Map of Miami, as recorded in Plat Book B, Page 113, of the Public Records of Dade County, Florida a/k/a the Plat of Brickell Shore Tower, as recorded in Plat Book 122, Page 25, of the Public Records of Dade County, Florida; and The west 450 feet of Lot 20, Block 104-South, Amended Map of Brickell's Addition to the Map of Miami, as recorded in Plat Book B, Page 113, of the Public Records of Dade County, Florida; and The west 400 feet of Lot 19, and that portion lying west of the westerly right-of-way line of South Bayshore Drive of the north 25 feet of Lot 19, less the west 400 feet thereof, in Block 104- South, Amended Map of Brickell's Addition to the Map of Miami, South, as recorded in Plat Book B, Page 13, of Dade County, Florida; Owned by Bricksea Corp., a Florida corporation, c/o Gilberto Pastoriza, Esq., 2665 South Bayshore Drive, Suite 420, Miami, Florida 33133. less The west 192.07 feet of Lot 19 and the west 192.07 feet of Lot 20, Block 104-South, Amended Map of Brickell's Addition to the Map of Miami, according to the Plat thereof, as recorded in Plat Book B, Page 113, of the Public Records of Dade County, Florida. Owned by MDM Brickell Hotel Group, Ltd., a Florida limited partnership, c/o Gilberto Pastoriza, Esq., 2665 South Bayshore Drive, Suite 420, Miami, Florida 33133. 372001 ti i 6 sr_ooi EXHIBIT ►B" The West 192.07 feet of Lot 19 and the West 192.07 feet of Lot 20, Block 104-South, Amended Map of Brickell's Addition to the Map of Miami, according to the Plat thereof, as recorded in Plat Book B, Page 113, of the Public Records of Dade County, Florida. Owned by MDM Brickell Hotel Group Ltd., a Florida limited partnership, c/o Gilberto Pastoriza, Esq., 2665 South Bayshore Drive, Suite 420, Miami, Florida 33133. 98 - 785 EXHIBIT licit MDM Brickell Hotel Group, Ltd. is owned by: MDM Brickell, Inc. 1 % and MDM Hotel Group, Ltd. 99 % MDM Brickell, Inc. is owned 100 % by Luis Pulenta. MDM Hotel Group, Ltd. is owned by: MDM Hotels, Inc. 1 % Luis Pulenta 50 % MDM Hotels H, Inc. 49 % MDM Hotels Inc. is owned by Luis Pulenta 100 % . MDM Hotels II, Inc. is owned 100% by Cartland Inc., Cartland Inc., is owned by: Luis Pulenta 33 % Roberto Pulenta 33 1/3 % and; Francisco Pulenta 33 1/3 % 372001 98 - 785 372001 EXHIBIT "D" Bricksea Corp. is wholly owned by Immobiliaria Meridional who in turn is wholly owned by Alberto Barreras. 98- '78J AFFIDAVIT STATE OF FLORIDA) ) SS COUNTY OF DADE ) Before me, the undersigned authority, this day personally appeared Gilberto Pastoriza, Esq . , who being by me first duly sworn, upon oath, deposes and says: 1. That he/she is the o wake legal representative of the owner, submitting the accompanying application for a public hearing as required by the Zoning Ordinance 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. STATE OF FLORIDA COUNTY OF DADE Applicant's Signature i Gilberto Pastori ' e foregoing instrument was acknowledged before me this 7-121' day of W) I9 , by Gilberto Pastoriza who is personally known n m or who has produced as identification and who did (did not) e an oath. Name: ti M ANON S MgMVW Notary Public- _ IOMap"ON 0 m am Commission ' eone,e My Commissi 98 - 785 BARCLAYS FINANCR A CENTER DIRECTORY OF PROJECT PRINCIPALS OWNER: MDM BRICKELL LTD. Miami Dadeland Marriott 9090 South Dadeland Boulevard Miami, Florida 33156 Mr. Ricardo Glas (305)670-1035 ext. 7225 Mr. Timothy Weller (305)670-1035 ext. 7213 (305)670-5731 FAX-MDM Hotel Development BRICKSEA CORPORATION 848 Brickell Avenue Suite 1010 Miami, Florida 33131 Mr. Juan Ojeda (305)371-5254 (305)371-4642 FAX ARCHITECT: NICHOLS BROSH SANDOVAL & ASSOCIATES, INC. 161 Almeria Avenue Coral Gables, Florida 33134 Mr. John R. Nichols, President Mr. Bruce F. Brosch, Partner in Charge Mr. John Watkins, Project Manager (305)443-5206 (305)446-2872 FAX 98 - 785 TRAFFIC: TRANSPPORT ANALYSIS PROFESSIONALS 8701 S.W. 137th Avenue, Suite 210 Miami, Florida 33183 Mr. Richard P. Eichinger (305)385-0777 (305)385-9997 FAX LEGAL: WEISS SEROTA HELFMAN PASTORIZA & GUEDES, P.A. 2665 South Bayshore Drive, Suite 420 Miami, Florida 33133 Stephen J. Herman, Esq. Gilberto Pastoriza, Esq. (305)854-0800 (305)854-2323 FAX ECONOMIC IMPACT STUDY SHARPTON, BRUNSON & COMPANY, P.A. One S.E. 3rd Avenue, Suite 2100 Miami, Florida 33131 Mr. Tom Schlosser Consulting Manager (305)374-1574 (305)372-8161 FAX 372002 98- 785 a� �laaam0�_ ��ooaa� �aac � Q ,� �aaop�aa��ao®aQo �adlW,. ®ll NewA,� ,.``^ co LEGEND wrI elrr LIrlta HAII.HGAYS • + so L ivarC GRIMM i� • Or � A GRAPHIC SCAT[ in MY 98-- 785 DADE COUNTY FLORIDA TWR. 54 RNG. 41 SEC. 12 SPECIAL INTEREST SYMBOLS FIRE STATIONS POLICE STATIONS • HOSPITALS _ CHURCHES NOTE: SEE SCHOOL ANO PARK INFORMATION SHEET IN FRONT OF ATLAS FOR DETAILS. MUNICIPALITY KEY aCITY OF MIAMI 98- 785 At5l Ulf 4, �.. 16. Of L- w %64 yt '``�:;.� • � '�n�. � r" Y.1';ki1^,� sir •k.�C-.,�v �., � r. FUTURE LAND USE MAP CONSERVATION RECREATION RESIDENTIAL SINGLE FAMILY DUPLEX I MULTI —FAMILY MEDIUM DENSITY MULTI —FAMILY HIGH DENSITY <a MAJOR PUBLIC FACILITIES, OFFICE COMMERCIAL RESTRICTED GENERAL CBD cc ''_•_"•_-p" -" = INDUSTRIAL M •N'N� MASS TRANSIT STATION 00 TRANSPORTATION AND UTILITIES :w A OWNER'S LIST Owner's Name Bricksea Corp. c/o Gilberto Pastoriza, sq. Mailing Address 2665 S. Bayshore Drive, #420, Miami, FL Zip Code 33133 Telephone Number (305) 854-0800 Legal Description: See attached Exhibit "A" Owner's Name MDM Brickell Hotel Group, Ltd. c o Gilberto Pastoriza, Esq. Mailing Address 2665 S. Bayshore Drive, #420, Miami, FL Zip Code 33133 Telephone Number (305) 854-0800 Legal Description: See attached Exhibit "B" Owner's Name Mailing Address Zip Code Telephone Number Legal Description: Any other real estate property owned individually, jointly, or severally (by corporation, partnership or privately) within 375 feet of the subject site is listed as follows: Street Address Street Address Street Address Legal Description Legal Description Legal Description 98- 785 EXHIBIT "A" That portion lying westerly of the west right-of-way of South Bayshore Drive of the following: The east 150 feet of the west 600 feet of Lot 20, and also Lot 19, less the west 400 feet thereof and less the north 25 feet thereof, all in Block 104 South of the Amended Map of Brickell's Addition to the Map of Miami, as recorded in Plat Book B, Page 113, of the Public Records of Dade County, Florida a/k/a the Plat of Brickell Shore Tower, as recorded in Plat Book 122, Page 25, of the Public Records of Dade County, Florida; and The west 450 feet of Lot 20, Block 104-South, Amended Map of Brickell's Addition to the Map of Miami, as recorded in Plat Book B, Page 113, of the Public Records of Dade County, Florida; and The west 400 feet of Lot 19, and that portion lying west of the westerly right-of-way line of South Bayshore Drive of the north 25 feet of Lot 19, less the west 400 feet thereof, in Block 104- South, Amended Map of Brickell's Addition to the Map of Miami, South, as recorded in Plat Book B, Page 13, of Dade County, Florida; Owned by Bricksea Corp., a Florida corporation, c/o Gilberto Pastoriza, Esq., 2665 South Bayshore Drive, Suite 420, Miami, Florida 33133. less The west 192.07 feet of Lot 19 and the west 192.07 feet of Lot 20, Block 104-South, Amended Map of Brickell's Addition to the Map of Miami, according to the Plat thereof, as recorded in Plat Book B, Page 113, of the Public Records of Dade County, Florida. Owned by MDM Brickell Hotel Group, Ltd., a Florida limited partnership, c/o Gilberto Pastoriza, Esq. , 2665 South Bayshore Drive, Suite 420, Miami, Florida 33133. 372001 9s - 7v 372001 The West 192.07 feet of Lot 19 and the West 192.07 feet of Lot 20, Block 104-South, Amended Map of Brickell's Addition to the Map of Miami, according to the Plat thereof, as recorded in Plat Book B, Page 113, of the Public Records of Dade County, Florida. Owned by MDM Brickell Hotel Group Ltd., a Florida limited partnership, c/o Gilberto Pastoriza, Esq., 2665 South Bayshore Drive, Suite 420, Miami, Florida 33133. 98- 785 1�11� Florida Real Estate Decisions, r' April 7, 1998 Inc. City of Miami Hearing Boards Division Planning, Building and Zoning Division 275 N.W. 2 Street, Room 226 Miami, Florida 33128 Re: Property Owners List Within 375 feet of: MARY BRICKELLS ADDN PB B-113 LOTS 19 & 20 BLK 104 1111 BRICKELL AVE BRICKELL SHORE TOWER PB 122-25 TR A 1198 BRICKELL BAY DR 13899 Biscayne Blvd. suits 110 Miami, F1. 33181 (305)757-6684 3195 H. Powsrliaa Rd. suits 104 Pompano Beach, Fl. 33069 (954)761-9003 180 St. David's May M*st Palm HMCh, Fl. 33414 (561)798-4423 This is to certify that the attached ownership list, map and mailing labels are a complete and accurate representation of the real estate property and property owners within 375 feet of the subject property listed above. This reflects the most current records on file in the Dade County Tax Assessor's office. Sin ly, unt RNH/lv cc: Gilberto Pastoriza, Esq. WEISS SEROTA & HELFMAN, P.A. 2665 South Bayshore Drive Suite 420 Miami, Florida 33133 CLIENT'S COPY 01-3136-005-1050 28 NE 15 ST ALL THAT PORTION OF METROMOVER OMNI/BRICKELL EXT LYG WITHIN THE BDRY OF THE CITY OF MIAMI 01-0209-090-1220 1000 BRICKELL AVE MARY BRICKELLS ADDN PB B-113 LOTS 1 THRU 4 LESS R/W BLK 100 LOT SIZE 40579 SQ FT 01-0209-090-1250 1038 BRICKELL AVE MARY BRICKELLS ADDN PB B-113 LOT 5 BLK 100 LOT SIZE 9100 SQUARE FEET 01-0209-090-1260 1050 BRICKELL AVE MARY BRICKELLS ADDN PB B-113 N10OFT LOT 6 BLK 100 LOT SIZE IRREGULAR 01-0209-090-1270 1060 BRICKELL AVE MARY BRICKELLS ADDN PB B-113 S100FT OF N20OFT LOT 6 BLK 100 LOT SIZE IRREGULAR 01-0209-090-1280 1240 BRICKELL AVE MARY BRICKELLS ADDN PB B-113 THAT PART OF S150FT OF LOT 6 LYING SLY OF SE13 ST EXTD LOT SIZE SITE VALUE DADE COUNTY D D F M - METROMOVER USER 111 NW 1 ST STE 2460 MIAMI FL 33128-1907 1000 BRICKELL LTD % ALLEN MORRIS CO 1000 BRICKELL BLDG 12 FL MIAMI FL 33131-3013 GOVERNMENT OF DOMINICAN REPUBLIC 1038 BRICKELL AVE MIAMI FL 33131-3003 HORACIO TORO & W STANLEY DODD JR REV TRUST P 0 BOX 8577 FT LAUDERDALE FL 33310 HORACIO TORO & W STANLEY DODD JR REV TRUST P O BOX 8577 FT LAUDERDALE FL 33310 TIGERVEST N V % SMITH ORTIZ GOMEZ & BUZZI 132 MINORCA AVE CORAL GABLES FL 33134-4510 FLORZDa REAL ESTATE DWISIOW, INC. 9 8 - 785 1 01-0209-090-1300 1200 BRICKELL AVE MARY BRICKELLS ADDN PB B-113 THAT PART OF S15OFT OF LOT 6 LYG NLY OF SE 13 ST E%TD LESS ELY10FT & S20OFT OF N60OFT OF LOT 6 LESS ELY10FT FOR R/W BLK 100 LOT SIZE 89570 SO FT 01-0209-090-1320 1100 BRICKELL AVE MARY BRICKELLS ADD PB B-113 S20OFT OF N40OFT LOT 6 LESS PORT LYG IN R/W BLK 100 LOT SIZE 70356 SO FT 01-0209-090-1470 1051 SE MIAMI AVE RD MARY BRICKELLS ADDN PB B-113 LOT 21 LESS BEG NW COR LOT 21 TH S 77 DEG E 7.70FT S 12 DEG W 5FT SWLY AD 45.29FT WLY3.25FT N50FT TO POB LOT SIZE 7181 SO FT 01-0209-090-1471 50 SE 14 ST MARY BRICKELLS ADDN PB B-113 PARCEL #57B AKA BEG NW COR OF LOT 2 TH S 77 DEG E 7 •.70FT S 12 DEG W 5FT SWLY AD 45.29FT WLY3.25FT N50FT TO POB LOT SIZE 319 SO FT 01-0209-090-1480 1025 SE MIAMI AVE RD MARY BRICKELLS ADDN PB B-113 LOTS 22 THRU 25 LESS R/W BLK 100 LOT SIZE 31794 SO FT IBEX 1200 BRICKELL ASSOCIATES 2333 PONCE DE LEON BLVD #650 CORAL GABLES FL 33134-5418 LUTE CORP NV 1110 BRICKELL AVE #802 MIAMI FL 33131-3138 HORACIO TORO & W STANLEY DODD JR REV TRUST P 0 BOX 8577 FT LAUDERDALE FL 33310 REFERENCE ONLY 1000 BRICKELL LTD % ALLEN MORRIS CO 1000 BRICKELL BLDG 12 FL MIAMI FL 33131-3013 01-0210-030-1090 UCCELLO IJIMOBILIEN GMBH 999 BRICKELL AVE 999 BRICKELL AVE, SUITE 508 MARY BRICKELLS ADDN PB B-113 MIAMI FL 33131-3041 LOTS 14 & 15 LYG WLY OF SE BAYSHORE DR BLK 104 LOT SIZE IRREGULAR FLORID& REAL ESTATE DECISIONS, INC. 9 8- 785 2 01-0210-030-1110 1101 BRICKELL AVE MARY BRICKELLS ADDN LOTS 16-17 & 18 LYG SHORE DR BLK 104 LOT SIZE IRREGULAR INVERSORA BANCO INDUSTRIAL DE VENEZUELA C A PB B-113 1101 BRICKELL AVE W OF SE BAY MIAMI FL 33131-3105 01-0210-050-3210 1250 BRICKELL BAY DR MIKADO COURT A RE -SUB LOTS 23 & 25 LOT SIZE 85.000 X PB 14-44 63 01-0210-050-4010 1235 BRICKELL BAY DR HIBISCUS PLACE PB 3-110 LOTS 1 TO 4 INC & FILLED LANDS SELY TO BLKHD/L ELK 1 LESS R/W FOR SO BAY SHORE DR LOT SIZE 64186 SO FT 01-0210-050-4020 1245 BRICKELL BAY DR HIBISCUS PLACE PB 3-110 LOTS 5 6 & FILLED LANDS SELY TO BLKHD/L BLK 1 LESS R/W FOR SO BAY SHORE DR LOT SIZE 35057 SO FT 01-0210-050-4160 190 SE 12 TERR HIBISCUS PLACE PB 3-110 LOT A BLK 3 LOT SIZE 50.000 X 120 01-0210-050-4170 1420 S BAYSHORE DR HIBISCUS PLACE LOT B 73R2418 LOT SIZE 50.000 X 120 2RM INVESTMENTS INC 1250 S BAYSHORE DR MIAMI FL 33131-3211 BRICKELLINVEST JOINT VENTURE 2 S BISCAYNE BLVD #1800 MIAMI FL 33131 BRICKELLINVEST JOINT VENTURE 2 S BISCAYNE BLVD #1800 MIAMI FL 33131 CITY OF MIAMI-DEPT OF P&D ASSET MANAGEMENT DIVISION 444 SW 2 AVE STE #325 MIAMI FL 33130-1910 FOTIS A TAQUIS &W YOLANDA % C SUAREZ PB 3-110 170 SE 12 TERR BLK 3 MIAMI FL 33131-3221 FLORIDA REAL EST.ATS DECISIONS. INC. (1 S -- 7 8' 3 01-0210-050-4180 1420 S BAYSHORE DR HIBISCUS PL PB 3-110 LOTS 1-2-3 LESS N5FT & 1OFT STRIP OF LAND MARKED PRIVATE ALLEY LYG S OF & ADJ TO..LOTS 1-2-3 BLK 3 73R2419 LOT SIZE 150.000 X 125 01-0210-050-4250 1260 BRICKELL BAY DR HIBISCUS PLACE PB 3-110 LOFT STRIP S OF LOTS A & B BLK 3 LOT SIZE SITE VALUE 01-0210-050-5010 1201 BRICKELL AVE 1.679 AC MUTUAL OF OMAHA SUB PB 84-57 TRACT A LOT SIZE IRREGULAR 01-4138-035-0010 1001 BRICKELL BAY DR THE RENAISSANCE PB 118-19 TR A LOT SIZE 80150 SQ FT 01-4138-093-0010 1111 BRICKELL BAY DR YACHT CLUB PB 149-33 TR A LOT SIZE 2.41 AC M/L 01-4138-093-0020 1155 BRICKELL BAY DR YACHT CLUB PB 149-33 T-19524 TR B LOT SIZE 1.83 AC M/L FOTIS A TAQUIS &W YOLANDA % C SUAREZ 170 SE 12 TERR MIAMI FL 33131-3221 DONALD VICTOR SHAFFNER 6751 CYPRESS RD#106 FORT LAUDERDALE FL 33317 BRICKELL BAY PLAZA INC 100 S BISCAYNE BLVD STE 1100 MIAMI FL 33131-2029 BRICKELL BAY TOWER LTD 1001 S BAYSHORE DR MIAMI FL 33131-4900 THE YACHT CLUB AT BRICKELL ASSOC LTD 2828 CORAL WAY #PH MIAMI FL 33145-3214 NEW YORK LIFE INS CO % GREYSTONE REALTY CORP 2 PICKWICK PLAZA GREENWICH CT 06830 FLORIDA REAL ESTATE DECISIONS, INC. 9 8 ! 785 4 01-4139-035-0010 1221 BRICKELL AVE B-L-K SUB PB 117-70 TR A LOT SIZE 89864 SO FT BRICKELL EQUITIES CORP % BRICKELL EQUITIES CORP LTD 1221 BRICKELL AVE #1870 MIAMI FL 33131-3259 FLORIDA REAL. ESTATE 5 !� !e� I ' �r! I��"J��I -�o till— .r 1 � s., �• sr'' �� ST. 5 E. VIN 5r' S / !Ol /G.r/1 ST 1000 BRICKELL LTD 22K INVESTMENTS INC % ALLEN ►ORRIS Co 1250 6 RAYSMORS DR 1000 BRICKELL BLD0 12 PL ML1MI FL 33131-3211 ML➢MI FL 33131-3013 BRIamm NQUITMB CDRP HNICEELL RAX PLAZA INC S BRICEELL EQUMM COMP LID 100 8 2I8C8_YM BLVD STE 1100 1221 BRICEELL AVE •1870 wAKi PL 33131-2029 ML1MI FL 33131-3259 CITY OF MI,MI-DWT OF P&D DAM COUNTY ASSET )QML=N= DIVISION D D P M - MRTROMOM UM 444 BW 2 AVE 8T8 #325 111 NW 1 ST 82E 24W xrmi FL 33130-1910 MI,MI FL 33128-1907 POTIS A MMIS iW YOLMA ODV� OF DOMINIC,N RISC % C SUSRES 1038 MMCBRLL AVE 170 SS 12 2M MEMIX FL 33132-3003 MLiMI FL 33131-3221 IBIM 1200 BRICEELL ABSOCIAMB INVEABOBA BANCO XODUSTRIAL 2333 PONCE DE LUX BLVD •650 DN VBQSUZL& C A OOWL 0Nmm PL 33134-5418 1101 BRlf9mT AVE mum FL 33131-3105 NEW YORK LIFE INS CO, THE YACHT CLim AT % OREYB'1clm REALTY CORD BRICEELL ASSOC LTD 2 PICKWICK PLRZA 2828 COWL VAr #PE 0REEINIICB CT 06830 mina FL 33145-3214 DCCELLO IM ORILIEN O 999 BRICEELL AVE, BUTTS 508 xuw FL 33131-3041 BRICOOrT SLY TOMER LTD 1001 8 DAYM30OX DR MIMU PL 33131-4900 BRIC331LI NVSBT JOINT VBITURE 2 8 DISMAYME BLVD #1800 MISIII FL 33131 DOKLT.D VICTOR BBaPFIDm 6751 CYPRR88 RDi106 FORT LhW RDiLY FL 33317 BDRACIO TORO i W 83%MLNY DOOR JR REV TRUST P 0 BOX 8577 PT LIMES n 33310 ELUTE CORD NV InD BRICEELL AVE 0902 mum FL 33131-3138 TIQRIVE T N V % 8iII2ff ORTIE QOBiB i Sam 132 M370RCi AVE ODWT. OABLEB PL 33134-4510 98- 785 BARCLAYS FINANCIAL CENTER PROJECT DATA SHEET AND SUMMARY PHASE NET LOT AREA 96.423 S.F. GROSS LOT AREA 121,083 S.F. ZONING SD-5 ALLOWABLE F.A.R. 4.25 TOTAL FLOOR AREA 168.712 S.F. ACTUAL F.A.R. 1.38 OPEN SPACE REQUIRED 17.9" OPEN SPACE PROVIDED 44.000 S.F. NUMBER OF GUESTROOMS 300 SETBACKS _ FRONT REQUIRED 30' A' ACTUAL 120-010 SIDE STREET REQUIRED 1S'-O' ACTUAL 15'-0' PRIOR YARD (NORTH) REQUIRED (PODIUM) 23.84' ACTUAL IPODIUIM) W-110 REQUIRED (TOWER) 409-O" ACTUAL (HOTEL TOWER) 34'-10" 180'-1' PARKING timemum 1 IONEI SPACE / 4 IFOUR) GUEST ROOMS 75 SPACES RESTAURANTS. BARS, ETC. 0 TOTAL MINIMUM PARKING 75 SPACES M 2 (TWO) SPACES / 3 (THREE) GUEST ROOMS 200 SPACES RESTAURANTS, BARS, ETC. 0 TOTAL MAXIMUM PARKING 200 SPACES HANDICAPPED PARKING REGULAR PARKING TOTAL PARKING PROVIDED 4 (FOUR) SPACES 73 SPACES 77 SPACES 1372 S.F. (PRESIDENTIAL SUITE) 384 S.F. 98- 785 PHASE NET LOT AREA 125,173 S.F. GROSS LOT AREA W%014 S.F. ZONING SD-S ALLOWABLE F.ULR. 4.25 TOTAL FLOOR AREA 709,364 S.F. ACTUAL FJ1.R. 4.4 OPEN SPACE REOUIREO 24.152 S.F. OPEN SPACE PROVIDED 31,602S.F. NUMBER OF GUEST ROOMS 300 GUEST ROOMS MAXIMUM 1372 S.F. PRESIDENTIAL SUITE) MINIMUM 364 S.F. RETAIL 27.550 S.F. OFFICE 513.1Z2 S.F. SETBACKS FRONT [HOTEL FRONT) REQUIRED 30' -Q" ACTUAL i'-0l SWE STREET_ tSOUTHI REQUIRED /5'-O• ACTUAL 15'-O' INTERIOR YARD MORTNB REOUIRW (P00WM) 23.04' ACTUAL WOORAR W'-1r MOUIRED (TOWERI 401-0' ACTUAL (MOTEL TOWERI 34'-W ACTUAL (OFFICE TOWERI 4&-0* SWE STREET LEAST) REQUIRED W-O' ACTUAL OFFICE PARKING 2WAr 1 tONE) SPACE / 600 S.F. OF FLOOR AREA. 51&122 S.F. / 000 S.F. + TOTAL MINIMUM PARKING: 641 SPACES M 1 (ONE) SPACE / 500 S.F. OF FLOOR AREA + SIV22 S.F. / 500 S.F. + TOTAL MAXI PARKING. 1026 SPACES NTAL PARKING 1 (ONE) SPACE / 1000 S.F. OF FLOOR AREA: 27.560 S.F. / W" SF. + TOTAL MINIMUM PARKING+ 27 SPACES 1 (ONE) SPACE / 300 S.F. OF FLOOR AREA + 27.560 S.F. / 300 S.F. + TOTAL MAXIMUM PARKING+ 61 SPACES 1 (ONE) SPACE / 4 (FOUR GUEST ROOMS+ 300 / ♦ + 7S SPACES RESTAURANTS. BARS. ETC. O TOTAL MNNMJM PARKING+ 75 SPACES 2 (TRIO) SPACES / 3 (TIRIEEI GUEST ROOMS 300 W / 3 + 200 SPACES RESTAURANTS. SARS. ETC. 0 TOTAL MAJOMUMM PARKING. 200 SPACES TOTAL MINIMUM PARKING REOIIRED 743 SPACES TOTAL MMAMMU M PARKING 1.317 SPACES TOTAL PARKING PROVIDED NANOICAPPEO PARKING 23 SPACES REGULAR PARKING 1.221 SPACES TOTAL PARKING PROYWHD+ 1.244 SPACES 98 - 78" BARCLAYS FINANCIAL CENTER ARTICLE 11. 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 1702.2.2 Major Use Special Permit Concept Plan 4. Section 1702.2.3 Development Impact Study 372002 98- 785 BARCLAYS FINANCIAL CENTER Zoning Ordinance No. 11000 1. Section 1304.2.1 Application forms; supplementary materials (a) Statement of ownership and control of the proposed development or activity. The Disclosure of Ownership and Ownership Affidavit are provided in Article I. (b) Statement describing in detail the character and intended use of the development or activity. The development is intended to be a phased development on a vacant property located on the north side of SE 12 Street from Brickell Avenue to Brickell Bay Drive. Phase I consists of an upscale 302 room JW Marriott Hotel and accessory parking structure. The hotel will include normal amenities associated with an upscale hotel such as a restaurant, lounge, valet parking, outdoor pool and recreation areas. Phase II consists of an approximate 540,000 square feet office building and accessory parking structure with accessory retail uses on the lobby level of the building. The office building will contain such amenities as an indoor central atrium and an outdoor heavily landscaped podium with reflecting pool and other passive amenities located atop the accessory parking structure. The project has been extensively landscaped as shown on the Landscape Plans included under Tab 7, Article III. Drawings showing the architectural character and location of the intended use are included under Tab 7, Article III. (c) General location map, showing relation of the site or activity for which special permit is sought to major streets, schools, existing utilities, shopping area, important physical features in and adjoining the project or activity and the like. A location map and an aerial map indicating the surrounding streets and properties are included in Article I. (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: 98 - 785 The Site Plan is located under Tab 2, Article III. (1) Boundaries of the project, any existing streets, buildings, watercourses, easements and section lines; The boundaries of the project and the location of existing streets and easements are shown on the survey located under Tab 1, Article III. (2) Exact location of all buildings and structures; The exact location of all existing structures located on the property is shown on the survey located under Tab 1, Article III. (3) Access and traffic flow and how vehicular traffic will be separated from pedestrian and other types of traffic: A detailed analysis of the site access and traffic flow for the development is provided in the Traffic Impact Analysis located under Tab 3, Article III. Essentially, vehicular access for users will be from Brickell Bay Drive and S.E. 12th Street. The internal circulation ramps are located within the property and will provide an efficient and secure access for the users. (4) Offstreet parking and offstreet loading areas; Offstreet parking will be located on the accessory parking structures immediately abutting both buildings. Loading/delivery areas are provided as shown on the Plans. (5) Recreation facilities locations; The hotel's recreation facilities are located on top of the accessory parking structure and consists of a pool and service area. The office building has an outdoor podium and reflecting pool located on top of the accessory parking structure. (6) Screens and buffers; Landscape and buffer areas are indicated on the Landscape Plan, Sheets L1 through L2 under Tab 7, Article III. (7) Refuse collections areas; Waste collection will be provided by the City of Miami or by a private company. 2 9S- 78 (8) Access to utilities and points of utilities hookups. All utilities shall be underground. Access and connections to site utilities are discussed in Site Utility Study located under Tab 4, Article III. (e) Tabulations of total gross acreage in the project and the percentages thereof proposed to be devoted to: (1) The various permitted uses. Office Tower and Accessory Parking Structure = 58,144 square feet Hotel and Accessory Parking Structure = 38,480 square feet (2) Ground coverage by structures. Ground coverage for all structures is 60%- of the total gross lot area. (f) Tabulation showing: (1) The derivation of numbers of offstreet parking and offstreet loading spaces shown in (d) above. The minimum total number of Offstreet parking spaces required is 743. The total number of spaces provided is 1,244. Ten offstreet loading areas are provided as shown on the Plans. (2) Total project density in dwelling units per acre. The hotel has been approved for 302 rooms under Resolution Nos. ZB1998-0023 and 0024. (g) If common facilities (such as recreation areas or structures, private streets, common open space, etc.) are to be provided for the develop wnt, statements as to how much common facilities are to be provided and pezmanently maintained. All common facilities provided will be maintained by the Owner. (h) Storm drainage and sanitary sewerage plans. 3 Storm drainage, water distribution, waste water and solid waste generation provisions are discussed in the Site Utility Study under Tab 4, Article III. (i) Architectural definitions for buildings in the development; exact number of dwelling units, sizes, and types, together with typical floor plans of each type. The hotel has been approved for 302 rooms under Resolution Nos. 1998-0023 and 0024. Typical floor plans for the office building are included in Sheets A2 through A5 under Tab 7, Article III. (j) Plans for signs, if any. Signage for the hotel was approved pursuant to Resolution Nos. 1998-0023 and 0024. Signage for the office building will be done separately. (k) Landscaping plan, including types, sizes and locations of vegetation and decorative shrubbery, and showing provisions for irrigation and future maintenance. See Sheets L1 and L2 under Tab 7, Article III. (1) Plans for recreation facilities, if any, including location and general description of buildings for such use. The hotel recreational facilities consist of an outdoor pool and recreation area located on top of the hotel s accessory parking structure. The office building recreational facilities consist of a podium with reflecting pool and passive areas all located on top of the office buildings accessory parking structure. (m) Such additional data, maps, plans, or statements as may be required for the particular use or activity involved. The drawings submitted with this Application are located under Tab 7, Article III. (n) Such additional data as the applicant may believe is pertinent to the proper consideration of the site and development plan. Elevations and sections depicting the architectural character of the Building are included in Sheets A-6 and A7 and are located under Tab 7, Article III. 2. Section 1702.2.1 General Report. 4 98 - 785 3. (a) Property ownership or ownerships 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 the Major Use Special Permit are provided in Article I. (b) The nature of the unified interest or control. The nature of unified interest or control is indicated in Article I. (c) Survey of the proposed area showing property lines and ownership; existing features, including streets, alleys, easements, utility line, existing land use, general topography, and other physical features. A copy of the Survey is included under Tab 1, Article III. (d) Materials to demonstrate the relationship of the elements listed in (c) preceding to surrounding area characteristics. The drawings submitted with this Application are located under Tab 7, Article III. (e) Existing zoning and adopted comprehensive plan designations for the area on and around the lands proposed for Major Use Special Permit. The existing zoning designation for the property pursuant to City of Miami Ordinance No. 11000, is SD-5. Page 37 of the Zoning Atlas Map is located in Article I, and indicates the existing and surrounding zoning. The comprehensive plan future land use designation for the property is Office and is shown on the land use map located in Article I. (f) Analysis demonstrating consistency and concurrency with the adopted comprehensive neighborhood plan. The future land use element of the Miami Comprehensive Neighborhood Plan designates the property Office. The Office designation allows office development and hotels. Therefore, the proposed development is consistent with the City Is plan. The Traffic Impact Analysis and Site Utility Study (Tab 3 and Tab 4 of Article III, respectively) indicate adequate infrastructure capacity to meet the impact of this development. Section 1702.2.2 Major Use Special Permit Concept Plan. (a) Relationships of the concept plan to surrounding 5 98-- 785 existing and proposed future uses. Article II contains a written narrative of this project outlining proposed uses, activities and architectural character. This narrative also contains descriptions of the project's relationship to traffic, pedestrian movements, and transportation access. Building elevations, sections and perspectives showing the proposed materials, vertical profile and height, and orientation to streets is included in the drawings submitted with this Application. The list of Drawings submitted is found under Tab 7, Article III. (b) Existing zoning and adopted comprehensive plan principles and designations. This project conforms to the SD-5 zoning for this property. The City's future land use map designation is consistent with the proposed development. The applicant is also requesting the approvals and permits shown in the attached Exhibit "A". 4. Section 1702.2.3 Development Impact Study. (a) A traffic analysis shall be submitted for an area within approximately 1/4 mile of the site, or an area including the major intersections to be impacted on the site, whichever is larger. The Traffic Impact Analysis is included under Tab 3, Article III. (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 5, Article III. (c) A housing impact assessment. Not applicable. (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. Energy saving lamps, ballasts and fixtures are being considered at cores and public spaces. The ultimate design of the building will 6 98- 785 incorporate energy conservation measures when applicable. (e) Historic buildings. There are no historic structures located on the Property. M Environmental Zone. The Property is not located within an Environmental Preservation District. (g) Dade County Shoreline Development Review. Not applicable. 372002 98= 785 BUILDING & ZONING Fax:1-305-416-2168 May 5 198 2:49 P.02/04 EXHIBIT "A" Approximately 1190 South Bayshore Drive A.K.A_ BARCLAYS FINANCIAL CENTER (Zoned SD-5) MAJOR USE SPECIAL PERMIT, as per City of Miami Zoning Ordinance 11,000 as amended Article 17 section 1701 to permit a development of a hotel and office towers meeting the following thresholds: ■ Nonresidential uses involving in excess of two hundred thousand (200,000) square feet of floor area. ■ Any single or combination of uses requiring or proposing to provide in excess of five hundred (500) offstreet parking spaces. ■ Planned Unit Development. ■ Phased Project. The following Class I and Class II Special Permits are encompassed by the Maj or Use Special Permit: ■ Class I for aviation hazard, FAA clearance approval required (Article 9 section 915.2). ■ Class I for pool/outdoor recreational area (Article 9 section 906.6). ■ Class II for development in the SD-5 District (Article 6 section 605.3). ■ Class II for relocation of the required 30% retail/services along pede.4trian pathways (12'b ST), within the structure (Article 6 section 605.4.4). ■ Class II for relocation of the required 15% retail/services along S. Bayshore Dr., within the structure (Article 6 section 605.4.4). ■ Class II, as per Article 6 section 605.9.3 to allow an urban plaza, exceeding the maximum setback of 20 feet in certain areas along S.E. 12 St. ■ Class Il for reduction of Parking Guides and Standards to reduce the required additional 1.0ft when parking stall adjacent to a column / wall /obstacle. 98- 785 BUILDING & ZONING Fax:1-305-416-2168 May 5 '98 2:50 P.03/04 Approx 1190 S. Bayshore Drive Barclays Financial Center page 7 of 7 VARIANCES, as per City of Miami Zoning Ordinance 11,000 to reduce the required setback for the office podium from interior yard (north side of property) (Article 6 section 605.8.2)_ Subj cct to: Notes: Required - 24.67ft Proposed - 18" 11" ■ Obtaining an FAA clearance letter. ■ Provide a landscape plan to meet applicable code. ■ All ramps and access ways to have a minimum dimension of 1 Oft for each car lane. ■ Meet all FDOT standards for turn radii throughout project. ■ Providing Handicap Accessibility as required, including, but not limited to providing height requirements for van accessible spaces in parking garage area. ■ Hotel component has been approved under previous resolutions numbers: ZB 1998-0023 and ZB 1998-0024. ■ No valet service is being provided in the office tower, however valet service has been addressed under the application of the hotel component of the project. ■ No restaurants are located in the office tower. ■ Signs are not a part of this application. ■ The extra FAR above the maximum of 4.25 is permitted under the Planned Unit Development (Article 5 section 502(e), allowing up to a maximum of 2W16 over the 4.257 a total maximum FAR of 5.1. ■ Aluminum Clay Projection on the roof of the office tower have been determined to be an architecture feature and not subject to setback requirements. ■ It has been determined that vehicular access along S _ Bayshore Drive may not be feasible for it will impede reasonable development of the site, therefore automobile drop-off and access to parking structure are permissible along S.E. 12 St Javier Carbonell May 5, 1998 9- "78 ARTICLE III. Tab 1 Tab 2 Tab 3 Tab 4 Tab 5 Tab 6 Tab 7 372002 BARCLAYS FINANCIAL CENTER Supporting Documents Survey of Property Site Plan Traffic Impact Analysis Site Utility Study Economic Impact Study Minority Construction Employment Plan Architectural and Landscape Drawings 98 - 785 LOT Ib BLOCK 104-SOUTH f w - bl ert1 s>R n> rUL -siom eI&MG = I RIO�� IRS uo.�M/al 11 •� �'' 9-- r -: r_ 1 i]D• ' q '' u�- PARCEL 3 g _ VACANT jl TRACT A" {4"8.�1`,I"J4V. r ol • {IliI7'[�_-o • t�4$ki11�LB-k$tIH3 M{$ti3-t1iQ1$+i2�BJ4�1—a! 4 iai�i aim M �� �L O T 2 0 I mo- +, PARCEL 2 !! 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II~iw �rM Ywi e.•� IYe O.i�...w Wwy � YwrR w ro �.7 M orrwer 1M.1rRl m11�10.1101t w!1 •Oile�o- • u.we W f�n11111[ el.nQ lVlwr wwloan ao>�orox c011IK R ION m 1 _ Al y � tl Q ra a VIIIIIIII � � �' a - �p,u�l � ���II illll Will Mill iiiiiiiii 1 ��■■■�I��I■son Nr�N�r■■rGni1■1■■1�1�1���- ��.■■■i■_ .�_ _�u� ' � •.E. 1tTN •i11EET / t11E.1 WiZ�—ice n� NNW" F ju V. 1p l (r6K -- I �s �LOCATION PLAN '�'■'~ �� ~~� tamw• SITE PLAN .w,r.w- J.W. MARRIOTT HOTEL BARCLAY'S FINANCIAL CENTER A 300-ROOM HOTEL 500,000-SQ-FT OFFICE -BUILDING COMPLEX BRICKELL AVENUE & SE 12TH STREET MIAMI, FLORIDA TRAFFIC IMPACT ANALYSIS Prepared for MDM Brickell Hotel Group, Ltd. Miami Dadeland Marriott 9090 South Dadeland Boulevard Miami, Florida 33156 (305) 670-1035 Prepared by Transport Analysis Professionals, Inc. 8701 SW 137th Avenue, Suite 210 Miami, Florida 33183 (305) 385-0777 May 1998 9712 98- 785 J.W. MARRIOTT HOTEL BARCLAY'S FINANCIAL CENTER BRICKELL AVENUE & SE 12TH STREET TRAFFIC IMPACT ANALYSIS TABLE OF CONTENTS Introduction ............................................ 1 Existing Conditions ....................................... 1 Future Conditions Without Marriott/Barclay's Site Traffic ................ 4 Future Traffic .......................................... 5 Future Conditions with Marriott/Barclay's Traffic ..................... 9 Unusual Conditions at Brickell Avenue and SE 12th Street .............. 10 Marriott/Barclay's Site Access ................................ 12 Summary............................................ 12 Recommendations ....................................... 13 TABLES Table 1 - Existing PM -Peak -Hour Levels of Service ................... 4 Table 2 - Approved Area Projects .............................. 4 Table 3 - PM -Peak -Hour Trip Generation of Nearby Condominium Projects ..... 5 Table 4 - Future Year 1999 LOS Values with Approved Projects ............ 9 Table 5 - PM -Peak -Hour Marriott/Barclay's Site Traffic ................ 10 Table 6 - Future Year 1999 LOS Values with Approved Projects and with Marriott/Barclay's site ............................ 10 FIGURES Figure 1 - Project Study Area: Marriott/Barclay's .................... 2 Figure 2 - Existing PM -Peak -Hour Background Traffic Volumes ............ 3 Figure 3 - 2-year PM -Peak -Hour Background Traffic Volume ............. 6 Figure 4 - 2-year PM -Peak -Hour Traffic Volumes, Background & a-b-n-y-b Projects 7 Figure 5 - PM -Peak -Hour Marriott/Barclay's Traffic ................... 8 Figure 6 - 2-year PM -Peak -Hour Total Traffic Volume -- All Projects ....... 11 APPENDIX Appendix A - Turning Movement Count Data Appendix B - Capacity Analyses of Existing Conditions Appendix C - Capacity Analyses of 2-year Background Growth with Approved -but -not -yet -built Projects Appendix D - Capacity Analyses of 2-year Background Growth, Approved -but -not -yet -built Projects and Marriott/Barclay's Complex Traffic Appendix E - ITE Trip Generation -i- 98- 785" J.W. MARRIOTT & BARCLAY'S FINANCIAL CENTER BRICKELL AVENUE & SE 12TH STREET TRAFFIC IMPACT ANALYSIS INTRODUCTION This report summarizes the impact of traffic from a proposed 300-room hotel and 500,000-sq-ft office building development located north of SE 12th Street between Brickell Avenue and Brickell Bay Drive. This report also addresses the impact of traffic from other nearby developments not yet built but that have been approved or are in the process of being approved by the City of Miami. The methodology used for assessing traffic impacts of the proposed hotel, financial center, and other nearby future developments was discussed with the City of Miami Department of Planning and Development staff. The City's traffic reporting criteria requires that a Major Use Special Permit (MUSP) study be conducted by the City of Miami planning staff. The following locations were chosen to evaluate the proposed development's traffic impact and are illustrated in Figure 1: - Brickell Avenue & SE 8th Street - Brickell Avenue & SE 12th Street - Brickell Avenue & SE 13th Street/12th Terrace - Brickell Avenue & SE 15th Road - Brickell Bay Drive & SE 12th Street - Brickell Bay Drive & SE 12th Terrace EXISTING CONDITIONS During the third and fourth weeks of September 1997, peak period turning movement counts were performed between 4:00-6:00 PM at the six study locations. The PM peak is typically used to evaluate traffic conditions throughout Miami -Dade County. It is also the period in which traffic concurrency is evaluated by the Miami -Dade County Public Works Department. The results of the data collection are depicted in Figure 2 and the field data are in the Appendix. 1 98- 785 Ounsigr OO signal SF 7s a BARC LAY' S FINANCIAL CANTER mal, a) c T 0 U J ♦ PROJECT STUDY AREA FIGURE k Marriott Hotel & Barclays Financial Center 98- 785 SF 7S AM i ' TRAFFIC VOLUMES FIGURE Existing pm peak hour ` Background traffic 2 98- 7 Intersection analyses were performed at each of the six study locations using Highway Capacity Software (HCS) that supports the 1994 Highway Capacity Manual. The HCS outputs are included in the Appendix. Table 1 summarizes existing PM peak hour levels of service (LOS) at the study locations. Table 1 Existing PM Peak Hour Levels of Service Location LOS Brickell Avenue & SE 8th Street B Brickell Avenue & SE 12th Street B (SBL)' F (WB)2 Brickell Avenue & SE 13th Street B Brickell Avenue & SE 15th Road B Brickell Bay Drive & SE 12th Street B (EB & WB)' Brickell Bay Drive & SE 12th Terrace B (EB)' ' Unsignalized intersection; analyses depict worse case approach LOS. z Intersection is restricted to right turn only for WB vehicles. LOS "F" is caused from left turning motorists violating restriction. FUTURE CONDITIONS WITHOUT MARRIOTT/BARCLAY'S SITE TRAFFIC The City of Miami has approved or is in the process of considering approval of four (4) residential high-rise condominium projects that are in proximity (within t/a-mile) of the Marriott/Barclay's site. The condominium sizes and locations are shown in Table 2. Table 2 Approved Area Projects Distance and Direction from Land use/size Marriott/Barclay's Site Condominium 356 units 2 blocks northeast Condominium 357 units 1 block east Condominium 639 units 1 block south Condominium 770 units 2 blocks southeast PM peak hour traffic generated by these developments was calculated using the Institute of Transportation Engineers' (ITE) fifth edition Trip Generation manual. Table 3 depicts results of the analyses. 4 98 '78N Table 3 PM Peak Hour Trip Generation Nearby Condominium Projects Condominium size PM Peak Hour In Out Total 356 units 82 50 132 357 units 82 50 132 639 units 146 90 236 770 units 174 106 280 Totals 484 296 780 The Miami -Dade County Public Works Department was contacted to obtain the cardinal distribution data as set forth in the M.U.A.T.S. model to determine directional trip making characteristics of area traffic. The following information was used as a guide to distribute the nearby condominium project and site traffic via area roadways: North/northeast - 15.24 % North/northwest - 27.41 % East/northeast - 4.50 % West/northwest - 21.23 % East/southeast - 0.07 % West/southwest - 24.94 % South/southeast - 1.08 % Southisouthwest - 5.53 % A 2% annual growth is assumed for traffic in the project area. A 2% growth rate has been generally accepted by the City from information presented and approved in other recent traffic studies of area growth. For a conservative estimate of traffic (worse case scenario), no additional allowance for multi -modal or seasonal travel is used in the analysis. FUTURE TRAFFIC Figure 3 depicts future intersection traffic volumes with two years of growth. Figure 4 shows future intersection traffic volumes plus traffic generated by the approved -but -not - yet -built residential condominium projects with two years of growth. Figure 5 depicts proposed Marriott and Barclay's site traffic volumes at full build -out and occupancy. 5 98- 785 ,7S ' TRAFFIC VOLUMES FIGURE i ` 2—yr pm peak hour Background traffic in project area 3 zz' TRAFFIC VOLUMES FIGURE ` 2—yr pm peak hour total Background & other approved projects 4 - 785 sF 's A ' TRAFFIC VOLUMES pm peak hour FIGURE ` Marriott Hotel & Barclay's Financial Center 5 611 1 With all future background growth and condominium traffic distributed through the study intersections, a LOS analysis was performed to measure future impacts at each study location. The LOS analyses assume that all approved projects will be built and fully occupied by 1999. During the analysis, it was noted that timing patterns at the intersections of Brickell Avenue at both SE 8th Street and SE 13th Street could be modified slightly to improve operating conditions. The modified timing patterns can be accomplished without changing cycle lengths, yet provide a better timing balance based on future traffic demands at the intersections. With the modified timing in place, the study locations were analyzed and will have the LOS depicted in Table 4 prior to adding any Marriott/Barclay's site traffic. Table 4 Future Year 1999 LOS Values with Proximity Projects Without the Marriott and Barclay's project Location LOS Brickell Avenue & SE 8th Street C Brickell Avenue & SE 12th Street C (SBL), F2 (WB)' Brickell Avenue & SE 13th Street C Brickell Avenue & SE 15th Road B Brickell Bay Drive & SE 12th Street C (EB & WB) Brickell Bay Drive & SE 12th Terrace F (EB) LOS F caused from illegal westbound left turns at intersection. 2 Existing LOS is at "F" condition. It is worthy to note that for the two failing intersections in Table 4, the LOS "F" condition occurs for only one approach and does not portend that all approaches will function under unacceptable conditions. The LOS "F" condition may be improved if certain geometric improvements, such as the removal of parking and the addition of approach lanes at unsignalized intersections are made to alleviate congestion resulting from the approved but not yet built projects. FUTURE CONDITIONS WITH MARRIOTTBARCLAY'S TRAFFIC Using the fifth edition of the ITE Trip Generation manual, PM peak hour traffic is calculated for the Marriott/Barclay's site and depicted in Table 5. 9 98-- V a ' TRAFFIC VOLUMES FIGURE 2—yr pm peak hour total Background, Marriott Hotel, Barclays ` F. C. & other approved projects 6 • MARRIOTT HOTEL/BARCLAY'S SITE ACCESS Except for delivery trucks, access for the proposed development will be provided from SE 12th Street. (See site plan for details.) The site's self -park parking garage access, lobby access and the hotel's valet parking will also be accessed via SE 12th Street. Exiting vehicles (hotel guests) leaving the lobby area or valet parking area will exit directly onto Brickell Avenue by right turn only movements. Motorists exiting the garage parking area will exit onto SE 12th Street. Delivery trucks will have access from Brickell Bay Drive via a one -lane, one-way westbound roadway that will be constructed and situated along the site's northern boundary. (See site plan for details.) Trucks will exit the same driveway provided for hotel guests at Brickell Avenue. Deliveries are estimated at less than 20 vehicles per day and most will likely occur during early morning periods not associated with the hotel's peak guest arrival or departure periods. SUMMARY It is not the intent of this traffic analysis to analyze various design scenarios at intersections or roadways that may operate under unacceptable capacity conditions with the approval of other non -related Marriott/Barclay's projects. However, the City may wish to consider a comprehensive study of the various intersections along Brickell Bay Drive in the vicinity of the proposed condominium projects. The City may also wish to consider the current lane use and available right of way along Brickell Bay Drive as it may become inadequate should all the condominium projects be built and occupied. Except for the unsignalized intersections of Brickell Bay Drive at SE 12th Terrace and Brickell Avenue at SE 12th Street, all intersections will operate at acceptable level of service conditions after construction and occupancy of the Marriott/Barclay's development. 12 98- 785 At Brickell Bay Drive and SE 12th Terrace, a LOS "F" condition occurs with the construction and occupancy of the condominium projects, prior to the build out of the Marriott/Barclay's site. The LOS of this intersection will improve if the City were to restrict parking and re -stripe the intersection for two lanes on the eastbound approach. At Brickell Avenue and SE 12th Street, a LOS "F" condition also occurs after construction and occupancy of the Marriott/Barclay's development. At this intersection, the critical movement is the westbound left turn. This condition can be improved (LOS B) only by signalizing the intersection. We have attempted to reduce the traffic loading on this intersection by re -diverting traffic to the east toward the unsignalized intersection of Brickell Bay Drive and SE 12th Street, but this produced a LOS "F" condition for the eastbound right turn movement. In addition, the unsignalized intersection of Brickell Bay Drive and SE 12th Street shows a LOS "E" for the eastbound approach after construction and occupancy of the Marriott/Barclay's development. The LOS of this intersection will improve if the City were to restrict parking and re -stripe the intersection for two lanes on this approach. RECOMMMENDATIONS For the development of the Marriott Hotel and Barclay's Financial Center, we recommend the installation of a traffic signal at the intersection of Brickell Avenue and SE 12th Street (preliminary estimates indicate that it should meet warrant criteria). Traffic conditions could also be improved along Brickell Bay Drive and both SE 12th Street and SE 12th Terrace by restricting parking and re -striping both intersections for two lanes on the eastbound approaches. 13 98 - 785 APPENDIX 98- 785 APPENDIX A TURNING MOVEMENT COUNT DATA 98 - 785 TRANSPORT ANALYSIS PROFESSIONALS, INC. Reference.: 7720 PAGE: 1 N-S Street: Bricked Avenue / US-1 FILE: SE88APM E-W Street: SE 8th Street Operator : DAB / PCC Movements by: All Veh DATE: 9/11/97 ---------------------------------------------------------------------------------------------------------------------------------- PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM - 6:00 PM DIRECTION START PEAK MR ........... VOLUMES ........... ...... PERCENTS ....... PEAK HOUR FACTOR R-O-R Right Thru left Total R-O-R Right Thru Left ----------------------------------------------------------------------------------------------- S'bnd 5:00 PM 0.90 0 1 1156 156 1313 0 0 88 12 W'bnd 5:00 PM 0.94 296 239 1 280 816 36 29 0 34 N'bnd 5:00 PM 0.88 79 103 875 0 1057 7 10 83 0 E'bnd 4:45 PM 0.93 50 173 216 270 709 7 24 30 38 Entire Intersection S'bnd 5:00 PM 0.90 0 1 1156 156 1313 0 0 88 12 W'bnd 0.94 296 239 1 280 816 36 29 0 34 N'bnd 0.88 79 103 875 0 1057 7 10 83 0 E'bnd 0.92 45 161 211 284 701 6 23 30 41 SF. Sth Strppt 284 J 211 701 161 J N W-�--E S 296 [R-O-R] 239 816 1 280 SE 8th Street 98- '785 TRANSPORT ANALYSIS PROFESSIONALS, INC. Reference.: 7720 PAGE: 1 N-S Street: Brickelt Avenue / US-1 FILE: SE88APM E-Y Street: SE 8th Street Operator : DAB / PCC Movements by: All Veh DATE: 9111/97 ---------------------------------------------------------------------------------------------------------------------------------- Time .......... S'bnd .... .......... Y'bnd .... .......... N'bnd .... .......... E'bnd .... Vehicle R-O-R Begin R-O-R RT THRU LT R-O-R RT THRU LT R-O-R RT THRU LT R-O-R RT THRU LT Total Total ---------------------------------------------------------------------------------------------------------------------------------- 4:00 PM 0 0 192 33 51 41 0 48 10 19 189 0 13 42 58 59 755 74 4:15 0 0 202 50 60 26 0 48 9 25 180 0 5 37 56 68 766 74 4:30 0 1 212 35 64 40 1 54 12 32 173 0 4 35 54 57 774 80 4:45 0 0 233 26 57 41 0 42 3 29 201 0 17 33 48 67 797 77 MR TOTAL 0 1 839 144 232 148 1 192 34 105 743 0 39 147 216 251 3092 305 5:00 PM 0 0 291 40 68 71 1 61 19 23 258 0 23 45 56 66 1022 110 5:15 0 1 321 43 74 73 0 67 21 37 213 0 6 53 51 73 1033 101 5:30 0 0 276 40 89 53 0 76 19 23 206 0 4 42 61 64 953 112 5:45 0 0 268 33 65 42 0 76 20 20 198 0 12 21 43 81 879 97 MR TOTAL 0 1 1156 156 296 239 1 280 79 103 875 0 45 161 211 284 3887 420 TOTAL 0 2 1995 300 528 387 2 472 113 208 1618 0 84 308 427 535 6979 725 PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM - 6:00 PM DIRECTION START PEAK MR ........... VOLUMES ........... ...... PERCENTS ... PEAK HOUR FACTOR R-O-R Right Thru Left Total R-O-R Right Thru Left ----------------------------------------------------------------------------------------------- S'bnd 5:00 PM 0.90 0 1 1156 156 1313 0 0 88 12 W'bnd 5:00 PM 0.94 296 239 1 280 816 36 29 0 34 N'bnd 5:00 PM 0.88 79 103 875 0 1057 7 10 83 0 E'bnd 4:45 PM 0.93 50 173 216 270 709 7 24 30 38 Entire Intersection S'bnd 5:00 PM 0.90 0 1 1156 156 1313 0 0 88 12 Y'bnd 0.94 296 239 1 280 816 36 29 0 34 N'bnd 0.88 79 103 875 0 1057 7 10 83 0 E'bnd 0.92 45 161 211 284 701 6 23 30 41 98 - 785 TRANSPORT ANALYSIS PROFESSIONALS, INC. Reference.: 7720 PAGE: 1 N-S Street: BRICKELL AVENUE / US-1 FILE: 12STBAPM E-Y Street: SE 12th STREET Operator : DAB / PCC ---------------------------------------------------------------------------------------------------------------------------------- Movements by: All Veh DATE: 9/16/97 PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM - 6:00 PM DIRECTION START PEAK HR ........... VOLUMES ........... ...... PERCENTS ....... PEAK HOUR FACTOR UTURN Right Thru Left Total UTURN Right Thru Left ----------------------------------------------------------------------------------------------- S'bnd 5:00 PM 0.98 9 0 1641 31 1681 1 0 98 2 Y'bnd 5:00 PM 0.67 0 154 0 35 189 0 81 0 19 N'bnd 5:00 PM 0.93 5 13 1028 0 1046 0 1 98 0 E'bnd 5:00 PM 0.00 0 0 0 0 0 0 0 0 0 Entire Intersection S'bnd 5:00 PM 0.98 9 0 1641 31 1681 1 0 98 2 Y'bnd 0.67 0 154 0 35 189 0 81 0 19 N'bnd 0.93 5 13 1028 0 1046 0 1 98 0 E'bnd 0.00 0 0 0 0 0 0 0 0 0 BRICKELL AVENUE / US-1 0 1641 31 L 1681 J AV 17th STRFFT 0 0 0 of N W-}-E S 0 (UTURNI 154 189 0 L 35 RF 1 7f-h CTRRFT 98- 785 TRANSPORT ANALYSIS PROFESSIONALS, INC. Reference.: 7720 PAGE: 1 N-S Street: BRICKELL AVENUE / US-1 FILE: 12STBAPM E-W Street: SE 12th STREET Operator : DAB / PCC Movements by: ALI Veh DATE: 9/16/97 ---------------------------------------------------------------------------------------------------------------------------------- Time .......... S'bnd .... .......... W'bnd .... .......... N'bnd .... ......... E'bnd .... Vehicle UTURN Begin UTURN RT THRU LT UTURN RT THRU LT UTURN RT THRU LT UTURN RT THRU LT Total Total ---------------------------------------------------------------------------------------------------------------------------------- 4:00 PM 4 0 272 3 0 14 0 2 1 0 176 0 0 0 0 0 472 5 4:15 6 0 259 9 0 11 0 5 0 4 170 0 0 0 0 0 464 6 4:30 4 0 285 6 0 8 0 7 1 2 224 0 0 0 0 0 537 5 4:45 4 0 305 5 0 20 0 5 1 1 228 0 0 0 0 0 569 5 HR TOTAL 18 0 1121 23 0 53 0 19 3 7 798 0 0 0 0 0 2042 21 5:00 PM 2 0 398 11 0 58 0 13 1 2 278 0 0 0 0 0 763 3 5:15 3 0 424 4 0 39 0 14 3 3 267 0 0 0 0 0 757 6 5:30 2 0 403 10 0 32 0 7 0 0 256 0 0 0 0 0 710 2 5:45 2 0 416 6 0 25 0 1 1 8 227 0 0 0 0 0 686 3 HR TOTAL 9 0 1641 31 0 154 0 35 5 13 1028 0 0 0 0 0 2916 14 TOTAL 27 0 2762 54 0 207 0 54 8 20 1826 0 0 0 0 0 4958 35 PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM - 6:00 PM DIRECTION START PEAK HR ........... VOLUMES ......... ...... PERCENTS ....... PEAK HOUR FACTOR UTURN Right Thru Left Total UTURN Right Thru left ----------------------------------------------------------------------------------------------- S'bnd 5:00 PM 0.98 9 0 1641 31 1681 1 0 98 2 W'bnd 5:00 PM 0.67 0 154 0 35 189 0 81 0 19 N'bnd 5:00 PM 0.93 5 13 1028 0 1046 0 1 98 0 E'bnd 5:00 PM 0.00 0 0 0 0 0 0 0 0 0 Entire Intersection S'bnd 5:00 PM 0.98 9 0 1641 31 1681 1 0 98 2 W'bnd 0.67 0 154 0 35 189 0 81 0 19 N'bnd 0.93 5 13 1028 0 1046 0 1 98 0 E'bnd 0.00 0 0 0 0 0 0 0 0 0 98- 785 TRANSPORT ANALYSIS PROFESSIONALS, INC. Reference.: 7720 PAGE: 1 N-S Street: BRICKELL AVENUE / US-1 FILE: 13STBAPM E-Y Street: SE 13th ST / SE 12th TER Operator : DAB / PCC Movements by: All Veh DATE: 9/17/97 ---------------------------------------------------------------------------------------------------------------------------------- PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM - 6:00 PM DIRECTION START PEAK NR ........... VOLUMES ........... ...... PERCENTS ....... PEAK HOUR FACTOR R-O-R Right Thru Left Total R-O-R Right Thru Left ----------------------------------------------------------------------------------------------- S'bnd 5:00 PM 0.97 128 412 1105 50 1695 8 24 65 3 N'bnd 5:00 PM 0.94 65 18 238 140 461 14 4 52 30 N'bnd 5:00 PM 0.98 6 26 624 119 775 1 3 81 15 E'bnd 4:45 PM 0.93 42 65 72 215 394 11 16 18 55 Entire Intersection S'bnd 5:00 PM 0.97 128 412 1105 50 1695 8 24 65 3 Hlbnd 0.94 65 18 238 140 461 14 4 52 30 N'bnd 0.98 6 26 624 119 775 1 3 81 15 E'bnd 0.86 42 65 58 198 363 12 18 16 55 SE 13th ST / SE 12th TER 198 58 363 65 N W+E S 65 [R-O-R] 18 461 238 140 SE 13th ST / SE 12th TER F 775 119 1 624 I 26 BRICKELL AVENUE / US-1 98 - 785 TRANSPORT ANALYSIS PROFESSIONALS, INC. Reference.: 7720 PAGE: 1 N-S Street: BRICKELL AVENUE / US-1 FILE: 13STBAPM E-W Street: SE 13th ST / SE 12th TER Operator : DAB / PCC Movements by: All Veh DATE: 9/17/97 ---------------------------------------------------------------------------------------------------------------------------------- Tim .......... S'bnd .... .......... W'bnd .... .......... N'bnd .... .......... E'bnd .... Vehicle R-O-R Begin R-O-R RT THRU LT R-O-R RT THRU LT R-O-R RT THRU LT R-O-R RT THRU LT Total TotaL ---------------------------------------------------------------------------------------------------------------------------------- 4:00 PM 10 57 198 13 12 0 21 7 0 9 144 23 8 7 14 37 560 30 4:15 22 44 185 16 8 9 29 15 1 6 109 22 11 6 14 50 547 42 4:30 19 55 196 17 12 6 35 16 1 3 125 31 9 6 12 32 575 41 4:45 21 61 218 15 11 8 38 16 1 4 150 22 14 7 26 58 670 47 MR TOTAL 72 217 797 61 43 23 123 54 3 22 528 98 42 26 66 177 2352 160 5:00 PM 29 119 275 10 17 5 58 42 2 3 165 27 9 14 10 53 838 57 5:15 38 96 249 15 15 3 67 38 4 10 153 30 9 26 16 55 824 66 5:30 29 112 287 10 18 3 63 37 0 4 155 31 10 18 20 49 846 57 5:45 32 85 294 15 15 7 50 23 0 9 151 31 14 7 12 41 786 61 MR TOTAL 128 412 1105 50 65 18 238 140 6 26 624 119 42 65 58 198 3294 241 ---------------------------------------------------------------------------------------------------------------------------------- TOTAL 200 629 1902 111 108 41 361 194 9 48 1152 217 84 91 124 375 5646 401 PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM - 6:00 PM DIRECTION START PEAK MR ........... VOLUMES ........... ...... PERCENTS ....... PEAK HOUR FACTOR R-O-R Right Thru Left Total R-O-R Right Thru Left ----------------------------------------------------------------------------------------------- S'bnd 5:00 PM 0.97 128 412 1105 50 1695 8 24 65 3 W'bnd 5:00 PM 0.94 65 18 238 140 461 14 4 52 30 N'bd 5:00 PM 0.98 6 26 624 119 775 1 3 81 15 E'bd 4:45 PM 0.93 42 65 72 215 394 11 16 18 55 Entire Intersection S'bd 5:00 PM 0.97 128 412 1105 50 1695 8 24 65 3 W'bd 0.94 65 18 238 140 461 14 4 52 30 N'bd 0.98 6 26 624 119 775 1 3 81 15 E'bd 0.86 42 65 58 198 363 12 18 16 55 98 - 785- TRANSPORT ANALYSIS PROFESSIONALS, INC. Reference.: 7720 PAGE: 1 N-S Street: BRICKELL AVENUE FILE: 15RDBAPM E-W Street: SE 15th ROAD Operator : DAB / PCC Movements by: Alt Veh DATE: 9/18/97 ---------------------------------------------------------------------------------------------------------------------------------- PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM - 6:00 PM DIRECTION START PEAK HR ........... VOLUMES ........... ...... PERCENTS ....... PEAK HOUR FACTOR R-O-R Right Thru Left Total R-O-R Right Thru Left ------------------------------------------------------------------------------------------------ S'bnd 5:00 PM 0.94 1 39 1390 27 1457 0 3 95 2 W'bnd 4:30 PM 0.91 11 14 41 90 156 7 9 26 58 N'bnd 4:30 PM 0.86 0 55 587 78 720 0 8 82 11 E'bnd 5:00 PM 0.76 11 125 62 22 220 5 57 28 10 Entire Intersection S'bnd 5:00 PM 0.94 1 39 1390 27 1457 0 3 95 2 W'bnd 0.90 11 9 39 95 154 7 6 25 62 N'bnd 0.80 3 68 527 67 665 0 10 79 10 E'bnd 0.76 11 125 62 22 220 5 57 28 10 BRICKELL AVENUE 39 1390 27 L 1457 1 SE 15th ROAD 22 J 62 220 125 J N W- -E S 11 [R-O-R] 9 154 39 L 95 RR l Sth RnAn 98- 7 TRANSPORT ANALYSIS PROFESSIONALS, INC. Reference.: 7720 PAGE: 1 N-S Street: BRICKELL AVENUE FILE: 15RDBAP04 E-W Street: SE 15th ROAD Operator : ---------------------------------------------------------------------------------------------------------------------------------- DAB / PCC Movements by: All Veh DATE: 9/18/97 Time .......... S'bnd .... .......... W'bnd .... .......... N'bnd .... .......... E'bnd .... Vehicle R-O-R Begin ---------------------------------------------------------------------------------------------------------------------------------- R-O-R RT THRU LT R-O-R RT THRU LT R-O-R RT THRU LT R-O-R RT THRU LT Total Total 4:00 PM 1 11 217 5 4 3 10 16 0 12 135 12 0 15 13 3 457 5 4:15 0 10 222 6 5 0 5 10 1 11 119 15 3 14 15 6 442 9 4:30 2 6 255 8 2 6 10 18 0 13 141 24 2 30 13 4 534 6 4:45 0 8 281 2 5 1 10 22 0 8 143 15 1 33 5 3 537 6 MR TOTAL 3 35 975 21 16 10 35 66 1 44 538 66 6 92 46 16 1970 26 5:00 PM 0 8 341 10 3 4 7 25 0 13 133 21 2 18 10 8 603 5 5:15 0 11 370 6 1 3 14 25 0 21 170 18 1 33 14 7 694 2 5:30 0 9 327 7 5 1 6 22 3 18 123 9 4 33 14 4 585 12 5:45 1 11 352 4 2 1 12 23 0 16 101 19 4 41 24 3 614 7 MR TOTAL 1 39 1390 27 11 9 39 95 3 68 527 67 11 125 62 22 2496 26 TOTAL 4 74 2365 48 27 19 74 161 4 112 1065 133 17 217 108 38 4466 52 PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM - 6:00 PM DIRECTION START PEAK MR ........... VOLUMES ........... ...... PERCENTS ....... PEAK HOUR FACTOR R-O-R Right Thru Left Total R-O-R Right Thru Left ----------------------------------------------------------------------------------------------- S'bnd 5:00 PM 0.94 1 39 1390 27 1457 0 3 95 2 W'bnd 4:30 PM 0.91 11 14 41 90 156 7 9 26 58 N'bnd 4:30 PM 0.86 0 55 587 78 720 0 8 82 11 E'bnd 5:00 PM 0.76 11 125 62 22 220 5 57 28 10 Entire Intersection S'bnd 5:00 PM 0.94 1 39 1390 27 1457 0 3 95 2 W'bnd 0.90 11 9 39 95 154 7 6 25 62 N'bnd 0.80 3 68 527 67 665 0 10 79 10 E'bnd 0.76 11 125 62 22 220 5 57 28 10 98- 785 TRANSPORT ANALYSIS PROFESSIONALS, INC. Reference.: 7720 PAGE: 1 N-S Street: BRICKELL BAY DRIVE FILE: 8RDI2PM E-Y Street: SE 12th STREET Operator : PCC Movements by: ALL Veh DATE: 9/10/97 -------------------------------------------------------------------------------------------------------------------------------- PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM - 6:00 PM DIRECTION START PEAK HR ........ VOLUMES ........ .... PERCENTS ... PEAK HOUR FACTOR Right Thru Left Total Right Thru Left ----------------------------------------------------------------------------------------------- S'bnd 5:00 PM 0.83 122 468 4 594 21 79 1 Y'bnd 4:30 PM 0.48 5 12 6 23 22 52 26 N'bnd 5:00 PM 0.80 6 80 19 105 6 76 18 E'bnd 5:00 PM 0.62 26 2 9 37 70 5 24 Entire Intersection S'bnd 5:00 PM 0.83 122 468 4 594 21 79 1 Y'bnd 0.46 6 11 5 22 27 50 23 N'bnd 0.80 6 80 19 105 6 76 18 E'bnd 0.62 26 2 9 37 70 5 24 BRICKELL BAY DRIVE r!!9!5 122 1 468 4 L 594 1 RV 1 2th RTRRRT 9 2 37 26 J 98 - '785 TRANSPORT ANALYSIS PROFESSIONALS, INC. Reference.: 7720 PAGE: 1 N-S Street: BRICKELL BAY DRIVE FILE: BBDI2PM E-W Street: SE 12th STREET Operator : PCC Movements by: All Veh DATE: 9/10/97 ---------------------------------------------------------------------------------------------------------------------------------- Time S'bnd W'bnd N'bnd E'bnd Vehicle Begin RT THRU LT RT THRU LT RT THRU LT RT THRU LT Total ---------------------------------------------------------------------------------------------------------------------------------- 4:00 PM 12 46 1 0 3 3 2 14 3 4 1 4 93 4:15 15 41 0 1 1 2 0 18 0 6 0 2 86 4:30 15 53 0 0 2 1 0 15 1 6 1 2 96 4:45 10 53 0 1 1 0 0 18 0 2 0 1 86 HR TOTAL 52 193 1 2 7 6 2 65 4 18 2 9 361 5:00 PM 47 130 2 2 7 3 2 22 9 5 1 0 230 5:15 36 132 1 2 2 2 0 10 5 11 0 4 205 5:30 18 102 0 0 0 0 1 26 1 8 0 0 156 5:45 21 104 1 2 2 0 3 22 4 2 1 5 167 HR TOTAL 122 468 4 6 11 5 6 80 19 26 2 9 758 TOTAL 174 661 5 8 18 11 8 145 23 44 4 18 1119 PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM - 6:00 PM DIRECTION START PEAK HR ........ VOLUMES ........ .... PERCENTS ... PEAK HOUR FACTOR Right Thru Left Total Right Thru Left ----------------------------------------------------------------------------------------------- S'bnd 5:00 PM 0.83 122 468 4 594 21 79 1 W'bnd 4:30 PM 0.48 5 12 6 23 22 52 26 N'bnd 5:00 PM 0.80 6 80 19 105 6 76 18 E'bnd 5:00 PM 0.62 26 2 9 37 70 5 24 Entire Intersection S'bnd 5:00 PM 0.83 122 468 4 W'bnd 0.46 6 11 5 N'bnd 0.80 6 80 19 E'bnd 0.62 26 2 9 594 21 79 1 22 27 50 23 105 6 76 18 37 70 5 24 98 - -85 TRANSPORT ANALYSIS PROFESSIONALS, INC. Reference.: 7720 PAGE: 1 N-S Street: BRICKELL BAY DRIVE FILE: BB012TPM E-W Street: SE 12th TERRACE Operator : PCC Movements by: All Veh DATE: 9/23/97 -------------------------------------------------------------------------------------------------------------------------------- PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM - 6:00 PM DIRECTION START PEAK HR ........... VOLUMES ........... ...... PERCENTS ....... PEAK HOUR FACTOR UTURN Right Thru Left Total UTURN Right Thru Left ----------------------------------------------------------------------------------------------- S'bnd 5:00 PM 0.89 0 256 256 0 512 0 50 50 0 W'bnd 5:00 PM 0.00 0 0 0 0 0 0 0 0 0 N'bnd 5:00 PM 0.84 0 0 50 24 74 0 0 68 32 E'bnd 5:00 PM 0.76 2 38 0 54 94 2 40 0 57 Entire Intersection S'bnd 5:00 PM 0.89 0 256 256 0 512 0 50 50 0 W'bnd 0.00 0 0 0 0 0 0 0 0 0 N'bnd 0.84 0 0 50 24 74 0 0 68 32 E'bnd 0.76 2 38 0 54 94 2 40 0 57 BRICKELL BAY DRIVE 256 256 0 I 512 J SE 12th TERRACE 54 J 0 94 J 38 L X SE 12th TERRACE 98- 785 TRANSPORT ANALYSIS PROFESSIONALS, INC. Reference.: 7720 PAGE: 1 N-S Street: BRiCKELL BAY DRIVE FILE: 88012TPM E-Y Street: SE 12th TERRACE Operator : PCC Movements by: All Veh DATE: 9/23197 ---------------------------------------------------------------------------------------------------------------------------------- Time .......... S'bnd .... .......... Y'bnd .... .......... N'bnd .... .......... E'bnd .... Vehicle UTURN Begin UTURN RT THRU LT UTURN RT THRU LT UTURN RT THRU LT UTURN RT THRU LT Total Total ---------------------------------------------------------------------------------------------------------------------------------- 4:00 PM 0 26 28 0 0 0 0 0 0 0 8 6 0 3 0 12 83 0 4:15 0 27 34 0 0 0 0 0 0 0 10 4 0 4 0 8 87 0 4:30 0 26 27 0 0 0 0 0 0 0 6 5 0 5 0 7 76 0 4:45 0 34 40 0 0 0 0 0 1 0 7 6 0 5 0 10 103 1 MR TOTAL 0 113 129 0 0 0 0 0 1 0 31 21 0 17 0 37 349 1 5:00 PM 0 82 61 0 0 0 0 0 0 0 7 4 0 4 0 17 175 0 5:15 0 72 72 0 0 0 0 0 0 0 12 8 1 17 0 13 195 1 5:30 0 56 65 0 0 0 0 0 0 0 16 6 1 8 0 14 166 1 5:45 0 46 58 0 0 0 0 0 0 0 15 6 0 9 0 10 144 0 MR TOTAL 0 256 256 0 0 0 0 0 0 0 50 24 2 38 0 54 680 2 ---------------------------------------------------------------------------------------------------------------------------------- TOTAL 0 369 385 0 0 0 0 0 1 0 81 45 2 55 0 91 1029 3 PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM - 6:00 PM DIRECTION START PEAK MR ........... VOLUMES ........... ...... PERCENTS ....... PEAK HOUR FACTOR UTURN Right Thru Left Total UTURN Right Thru Left ----------------------------------------------------------------------------------------------- S'bnd 5:00 PM 0.89 0 256 256 0 512 0 50 50 0 W'bnd 5:00 PM 0.00 0 0 0 0 0 0 0 0 0 N'bnd 5:00 PM 0.84 0 0 50 24 74 0 0 68 32 E'bnd 5:00 PM 0.76 2 38 0 54 94 2 40 0 57 Entire Intersection S'bnd 5:00 PM 0.89 0 256 256 0 512 0 50 50 0 Y'bnd 0.00 0 0 0 0 0 0 0 0 0 N'bnd 0.84 0 0 50 24 74 0 0 68 32 E'bnd 0.76 2 38 0 54 94 2 40 0 57 98 - '78aN APPENDIX B CAPACITY ANALYSES OF EXISTING CONDITIONS 98 - 785 HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4d 10-14-1997 Transport Analysis Professionals, Inc. ------------------------------------------------- Streets: (E-W) SE 8th Street (N-S) Brickell Ave. Analyst: RPE/TAP File Name: BRKL8EX.HC9 Area Type: Other 9-11-97 PM PEAK Comment: Existing Conditions --------------------------- Eastbound Westbound Northbound Southbound L T R L T R ---- L T R ---- ---- ---- L T ---- ---- ---- R No. Lanes ---- 2 ---- ---- 2< ---- ---- 2 2 2 1 2 3 Volumes 284 211 206 280 535 875 182 156 1156 Lane W (ft) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 RTOR Vols 45 296 79 0 Lost Time 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 ----------------------------------------------------------------------- Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left * NB Left Thru * Thru Right * Right Peds Peds WB Left * SB Left Thru Thru Right * Right Peds Peds NB Right EB Right SB Right WB Right Green 24.OA 10.OA Green 8.OA 55.OP Yellow/AR 5.0 5.0 Yellow/AR 3.0 5.0 Cycle Length: 115 secs Phase combination order: 16 11 12 #5 ----------------------------------------------------------------------- Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap ----- ---- Flow Ratio ------- ----- Ratio Delay LOS Delay ----- ----- --- ----- LOS --- EB L 824 3574 0.386 0.230 28.5 D 29.2 D TR 811 3518 0.523 0.230 29.7 D WB L 388 3574 0.790 0.109 41.8 E 42.8 E R 348 3198 0.826 0.109 43.8 E NB T 1862 3725 0.561 0.500 5.2 B 5.1 B R 800 1599 0.146 0.500 3.9 A SB L 649 3574 0.274 0.596 0.2 A 0.2 A T 3329 5588 0.424 0.596 0.2 A Intersection Delay = 13.0 sec/veh Intersection LOS = B Lost Time/Cycle, ----------------------------------------------------------------------- L = 10.0 sec Critical v/c(x) = 0.592 98- 785 HCS: Unsignalized Intersections Release 2.1d BKI2SEX.HCO Page 1 Transport Analysis Professionals, Inc. 9300 South Dadeland Boulevard Suite 501 Miami, FL 33156--270 Ph: (305) 670-0007 ----------------------------------- Streets: (N-S) Brickell Avenue (E-W) SE 12th Street Major Street Direction.... NS Length of Time Analyzed... 15 (min) Analyst... .......... TAP/RPE Date of Analysis......... 9/16/97 Other Information ......... Existinv Conditions Two-way Stop -controlled Intersection -------------------------------- Northbound Southbound Eastbound Westbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC's (�) SU/RV's (�) CV's ($) PCE's 0 > 2 < 0 N 5 1028 13 .93 .93 .93 0 1.10 ------------- Vehicle Maneuver --------------------- Left Turn Major Road Right Turn Minor Road Through Traffic Minor Left Turn Minor Road 1 2 0 N 40 1641 .98 .98 0 1.10 ---------------- Adjustment Factors 0 > 0 < 1 35 189 .67 .67 0 1.10 1.10 --------------- Critical Follow-up Gap (tg) ---------------- ------------ Time (tf) 5.50 2.10 5.50 2.60 Road 6.50 3.30 7.00 3.40 98- 785 HCS: Unsignalized Intersections Release 2.1d BKI2SEX.HC0 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street WB EB Conflicting Flows: (vph) 560 Potential Capacity: (pcph) 720 Movement Capacity: (pcph) 720 Prob. of Queue -Free State: 0.57 -------------------------------------------------------- Step 2: LT from Major Street SB NB -------------------------------------------------------- Conflicting Flows: (vph) 1119 1674 Potential Capacity: (pcph) 430 216 Movement Capacity: (pcph) 430 216 Prob. of Queue -Free State: 0.90 0.97 TH Saturation Flow Rate: (pcphpl) 3400 RT Saturation Flow Rate: (pcphpl) 1700 Major LT Shared Lane Prob. of Queue -Free State: -------------------------------------------------------- 0.96 Step 4: LT from Minor Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 2832 Potential Capacity: (pcph) 16 Major LT, Minor TH Impedance Factor: 0.86 Adjusted Impedance Factor: 0.86 Capacity Adjustment Factor due to Impeding Movements 0.86 Movement Capacity: (pcph) -------------------------------------------------------- 14 Intersection Performance Summary Page 2 Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement -------- (pcph) ------ (pcph) ------ (pcph)(sec/veh) ------------- (veh) ------- ----- (sec/veh) --------- WB L 57 14 > 82 * 36.4 F WB R 310 720 > NB L 6 216 17.1 0.0 C 0.1 SB L 45 430 9.3 0.3 B 0.2 Intersection Delay = 126.4 sec/veh * The calculated value was greater than 999.9. 98- 785 HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4d 10-14-1997 Transport Analysis Professionals, Inc. Streets: (E-W) SE 13th Street (N-S) Brickell Ave. Analyst: RPE/TAP File Name: BRKLI3EX.HC9 Area Type: Other 9-17-97 PM PEAK Comment: Existing Conditions -------------------------- - ------- Eastbound Westbound Northbound Southbound L T R L T R L T R L T R ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- No. Lanes 1 > 1 1 1 1 1 1 2 < 1 2 1 Volumes 198 58 107 140 238 83 119 624 32 50 1105 540 Lane W (ft) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 RTOR Vols 42 65 6 128 Lost Time 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 ----------------------------------------------------------------------- Signal operations Phase Combination 1 2 3 4 5 6 7 8 EB Left * NB Left Thru * Thru Right * Right Peds Peds WB Left * SB Left Thru * Thru Right * Right Peds Peds NB Right EB Right SB Right WB Right Green 15.OA 16.OA Green 69.OA Yellow/AR 5.0 5.0 Yellow/AR 5.0 Cycle Length: 115 secs Phase combination order: 15 #1 #2 ----------------------------------------------------------------------- Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS ----- ----------- ----- ----- ----- --- ----- --- EB L 272 1787 0.541 0.152 30.0 D 29.6 D LT 279 1831 0.538 0.152 29.9 D R 243 1599 0.308 0.152 28.1 D WB L 287 1787 0.518 0.161 29.2 D 33.9 D T 303 1881 0.836 0.161 37.2 D R 257 1599 0.074 0.161 26.5 D NB L 142 229 0.850 0.622 25.6 D 9.4 B TR 2302 3703 0.303 0.622 6.6 B SB L 248 399 0.210 0.622 6.1 B 7.7 B T 2316 3725 0.516 0.622 7.9 B R 994 1599 0.427 0.622 7.3 B Intersection Delay = 14.0 sec/veh Intersection LOS = B Lost Time/Cycle, L = 7.5 sec Critical v/c(x) = 0.797 ----------------------------------------------------------------------- HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4d 10-14-1997 Transport Analysis Professionals, Inc. Streets: (E-W) SE 15th Road (N-S) Brickell Ave. Analyst: RPE/TAP File Name: BRKL15EX.HC9 Area Type: Other 9-18-97 PM PEAK Comment: Existing Conditions ------------------------------------------------ Eastbound Westbound Northbound Southbound L T R L T R L T R L T R ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- No. Lanes 1 1< > 1 < 1 2< 1 2< Volumes 22 62 136 95 39 20 67 527 71 27 1390 40 Lane W (ft) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 RTOR Vols 11 11 3 1 Lost Time 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 ----- ---------------------------------------------------------- signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left * NB Left Thru * Thru Right * Right Peds Peds WB Left * SB Left Thru * Thru Right * Right Peds Peds NB Right EB Right SB Right WB Right Green 29.OA Green 76.OA Yellow/AR 5.0 Yellow/AR 5.0 Cycle Length: 115 secs Phase combination order: 15 11 ----------------------------------------------------------------------- Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS ----- ----------- ----- ----- ----- --- ----- --- EB L 334 1219 0.087 0.274 20.1 C 23.1 C TR 464 1693 0.533 0.274 23.4 C WB LTR 208 761 0.763 0.274 30.3 D 30.3 D NB L 124 181 0.680 0.683 12.0 B 5.5 B TR 2500 3662 0.312 0.683 4.8 A SB L 322 472 0.090 0.683 4.0 A 6.7 B TR 2532 3710 0.631 0.683 6.8 B Intersection Delay = 9.2 sec/veh Intersection LOS = B Lost Time/Cycle, L = 5.0 sec Critical v/c(x) = 0.704 ----------------------------------------------------------------------- 98- 785 HCS: Unsignalized Lntersections Release 2.1a BBI2SEX.HCO Page 1 Transport Analysis Professionals, Inc. 9300 South Dadeland Boulevard Suite 501 Miami, FL 33156--270 Ph: (305) 670-0007 Streets: (N-S) Brickell Bay Drive (E-W) S.E.12th Street Major Street Direction.... NS Length of Time Analyzed... 15 (min) Analyst.. .......... TAP/RPE Date of Analysis.......... 9/10/97 Other Information ......... Existing Conditions Two-way Stop -controlled Intersection Northbound Southbound Eastbound Westbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MCI ($) SU/RV's ($) CV's ($) PCE's ------------ 0 > 1 < 0 N 19 80 6 .8 .8 .8 0 1.10 --------------- 0 > 1 < 0 N 4 468 122 .83 .83 .83 0 1.10 ---------------- 0 > 1 < 0 9 2 26 .62 .62 .62 0 1.10 1.10 1.10---------------- Adjustment Factors 0 > 1 < 0 5 11 6 .46 .46 .46 0 1.10 1.10 1.10 --------------- Vehicle Critical Follow-up Maneuver ------------------------------------------------------------------ Gap (tg) Time (tf) Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1d BBI2SEX.HCO Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 104 638 Potential Capacity: (pcph) 1226 658 Movement Capacity: (pcph) 1226 658 Prob. of Queue -Free State: 0.99 0.93 -------------------------------------------------------- Step 2: LT from Major Street SB NB -------------------------------------------------------- Conflicting Flows: (vph) 107 711 Potential Capacity: (pcph) 1524 786 Movement Capacity: (pcph) 1524 786 Prob. of Queue -Free State: 1.00 0.97 TH Saturation Flow Rate: (pcphpl) 1700 1700 RT Saturation Flow Rate: (pcphpl) 1700 1700 Major LT Shared Lane Prob. of Queue -Free State: 0.99 0.96 -------------------------------------------------------- Step 3: TH from Minor Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 844 774 Potential Capacity: (pcph) 393 428 Capacity Adjustment Factor due to Impeding Movements 0.96 0.96 Movement Capacity: (pcph) 377 410 Prob. of Queue -Free State: -------------------------------------------------------- 0.93 0.99 Step 4: LT from Minor Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 792 788 Potential Capacity: (pcph) 368 370 Major LT, Minor TH Impedance Factor: 0.95 0.89 Adjusted Impedance Factor: 0.96 0.92 Capacity Adjustment Factor due to Impeding Movements 0.90 0.91 Movement Capacity: (pcph) -------------------------------------------------------- 330 336 98- 785 HCS: Unsignalized Intersections Release 2.1d BBI2SEX.HCO Page 3 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) ------ -------------------- (veh) ----- (sec/veh) --------- -------- EB L ------ 17 336 > EB T 3 410 > 516 8.0 0.4 B 8.0 EB R 46 658 > WB L 12 330 > WB T 26 377 > 445 9.2 0.4 B 9.2 WB R 14 1226 > NB L 26 786 4.7 0.0 A 0.9 SB L 6 1524 2.4 0.0 A 0.0 Intersection Delay = 0.8 sec/veh � 98 - '7a HCS: Unsignalized Intersections Release 2.1d BBDI2TR.HCO Page 1 Transport Analysis Professionals, Inc. 9300 South Dadeland Boulevard Suite 501 Miami, FL 33156--270 Ph: (305) 670-0007 ---------------------------------------------------- Streets: (N-S) Brickell Bay Drive (E-W) SE 12th Terrace Major Street Direction.... NS Length of Time Analyzed... 15 (min) Analyst.. .......... TAP/RPE Date of Analysis.......... 9/23/97 Other Information ......... Existing Conditions Two-way Stop -controlled Intersection ------------------------------------------- Northbound Southbound Eastbound Westbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC's (%) SU/RV's ($) CV's M PCE's------ 0 > 1 0 N 26 50 .84 .84 0 -1.10 -------------- 0 1 < 0 N 256 256 .89 .89 0 ---------------- 0 > 1 < 0 54 0 38 .76 1 .76 0 1_- 101_- 101_10 _ Adjustment Factors Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) ------------------------------------------------------------------ Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 98- 785 HCS: Unsignalized Intersections Release 2.1d BBDI2TR.HCO Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street WB EB Conflicting Flows: (vph) 432 Potential Capacity: (pcph) 836 Movement Capacity: (pcph) 836 Prob. of Queue -Free State: 0.93 -------------------------------------------------------- Step 2: LT from Major Street SB NB -------------------------------------------------------- Conflicting Flows: (vph) 576 Potential Capacity: (pcph) 911 Movement Capacity: (pcph) 911 Prob. of Queue -Free State: 0.96 TH Saturation Flow Rate: (pcphpl) 1700 RT Saturation Flow Rate: (pcphpl) Major LT Shared Lane Prob. of Queue -Free State: 0.96 -------------------------------------------------------- Step 3: TH from Minor Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 523 Potential Capacity: (pcph) 580 Capacity Adjustment Factor due to Impeding Movements 0.96 Movement Capacity: (pcph) 558 Prob. of Queue -Free State: 1.00 -------------------------------------------------------- Step 4: LT from Minor Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 523 Potential Capacity: (pcph) 527 Major LT, Minor TH Impedance Factor: 0.96 Adjusted Impedance Factor: 0.96 Capacity Adjustment Factor due to Impeding Movements 0.96 Movement Capacity: (pcph) -------------------------------------------------------- 507 98- 785 HCS: Unsignalized Intersections Release 2.1d BBDI2TR.HCO Page 3 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement -------- (pcph) ------ (pcph) (pcph)(sec/veh) ------ -------------------- (veh) ----- (sec/veh) --------- EB L 78 507 > EB T 0 558 > 606 7.6 0.9 B 7.6 EB R 55 836 > NB L 34 911 4.1 0.0 A 1.4 Intersection Delay = 1.2 sec/veh APPENDIX C CAPACITY ANALYSES OF TWO-YEAR BACKGROUND GROWTH WITH APPROVED AND NOT BUILT PROJECTS 98- '7S5 HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4d 10-14-1997 Transport Analysis Professionals, Inc. Streets: (E-W) SE 8th Street (N-S) Brickell Ave Analyst: YPC/TAP File Name: BK8SBCO.HC9 Area Type: Other 10-3-97 PM PEAK Comment: 2-yr background growth w/approved & not -yet -built sites (OM) --------------------------------- Eastbound Westbound Northbound Southbound I L T R I L T R I L T R I L T R ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- No. Lanes Volumes Lane W (ft) RTOR Vols Lost Time 2 2 < 295 441 221 12.0 12.0 45 2.50 2.50 2.50 2 2 291 669 12.0 12.0 372 2.50 2.50 2 1 2 3 952 189 183 1205 12.0 12.0 12.0 12.0 79 0 2.50 2.50 2.50 2.50 ----------------------------------------------------------------------- Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left Thru Right Peds WB Left Thru Right Peds NB Right SB Right Green 24.OA 15.OA Yellow/AR 5.0 5.0 Cycle Length: --------------------------------------- 115 secs Phase combinat: EB WB NB SB Lane Mvmts L TR L R T R L T NB Left Thru Right Peds SB Left Thru Right Peds EB Right WB Right Green 8.OA 50.OP Yellow/AR 3.0 5.0 Lon order: 16 11 12 15 --------------------------------- Intersection Performance Summary Group: Adj Sat v/c g/C Cap Flow Ratio Ratio Delay 824 3574 830 3601 544 3574 487 3198 1701 3725 730 1599 736 3574 3086 5588 Intersection Lost Time/Cycle, L = 10.0 --------------------------- Approach: LOS Delay LOS 0.402 0.230 28.6 D 33.1 D 0.847 0.230 35.2 D 0.587 0.152 35.1 D 36.3 D 0.734 0.152 37.4 D 0.668 0.457 8.5 B 8.3 B 0.171 0.457 6.2 B 0.284 0.552 1.9 A 2.1 A 0.477 0.552 2.2 A Delay = 15.7 sec/veh Intersection LOS = C sec Critical -------------------------------------------- v/c(x) = 0.734 9 8 - 785 HCS: Unsignalized Intersections Release 2.1d BKI2SBCO.HCO Page 1 Transport Analysis Professionals, Inc. 9300 South Dadeland Boulevard Suite 501 Miami, FL 33156--270 Ph: (305) 670-0007 ----------------------_____________ Streets: (N-S) Brickell Avenue (E-W) SE 12th Street Major Street Direction.... NS Length of Time Analyzed... 15 (min) Analyst... .......... YPC/TAP Date of Analysis.......... 10/3/97 Other Information......... 2-yr bckgrnd growth w/approved not -yet built sites (OPEN MEDIAN) Two-way Stop -controlled Intersection --------------------------------------------- ------------ ----------------------------------------- INorthbound Southbound Eastbound Westbound L T R I L T R I L T R I L T R No. Lanes 1 0 2 < 0 1 1 2 0 1 0 0 0 1 1 > 0 < 1 Stop/Yield Volumes PHF Grade MC's ($) SU/RV's (�) CV's (�) PCE's ------------ 1075 .93 0 N 14 .93 N 42 1707 .98 .98 0 36 160 .67 .67 C$ 11.10 1 11.10 1.10 Adjustment Factors Vehicle Critical Follow-up Maneuver ------------------------------ Gap (tg) -------------------------- Time (tf) Left Turn Major Road 5.50 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.50 3.30 Left Turn Minor Road 7.00 3.40 HCS: Unsignalized Intersections Release 2.1d BKI2SBCO.HCO Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street WB EB Conflicting Flows: (vph) 586 Potential Capacity: (pcph) 699 Movement Capacity: (pcph) 699 Prob. of Queue -Free -------------------------------------------------------- State: 0.62 Step 2: LT from Major -------------------------------------------------------- Street SB NB Conflicting Flows: (vph) 1171 Potential Capacity: (pcph) 403 Movement Capacity: (pcph) 403 Prob. of Queue -Free -------------------------------------------------------- State: 0.88 Step 4: LT from Minor Street -------------------------------------------------------- WB EB Conflicting Flows: (vph) 2948 Potential Capacity: (pcph) 14 Major LT, Minor TH Impedance Factor: 0.88 Adjusted Impedance Factor: 0.88 Capacity Adjustment Factor due to Impeding Movements 0.88 Movement Capacity: -------------------------------------------------------- (pcph) 12 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) -------- ------ (pcph) ------ (pcph)(sec/veh) ------------- (veh) (sec/veh) ------- WB L 59 12 > -------------- 61 WB R 263 699 > SB L 47 403 33.3 F 10.1 0.4 C Intersection Delay = 132.9 sec/veh * The calculated value was greater than 999.9. 0.2 9 8 - 785 HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4d 10-14-1997 Transport Analysis Professionals, Inc. --------------------------------------------------- Streets: (E-W) SE 13th Street (N-S) Brickell Ave. Analyst: YPC/TAP File Name: BKI3SBCO.HC9 Area Type: Other 10-3-97 PM PEAK Comment: 2-yr bckgrnd growth w/approved not -yet -built sites (OPEN MEDIAN) Eastbound ------------------------------------ Westbound Northbound Southbound L T R ---- ---- ---- L T ---- R L T R L T R No. Lanes 1 > 1 1 ---- 1 1 ---- 1 ---- ---- ---- 1 2 < ---- ---- ---- 1 2 1 Volumes 206 174 111 188 318 136 124 649 102 75 1150 562 Lane W (ft) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 RTOR Vols 42 65 6 128 Lost Time ----------------------------------------------------------------------- 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left * NB Left Thru * Thru Right * Right Peds Peds WB Left * SB Left Thru * Thru Right * Right Peds Peds NB Right EB Right SB Right WB Right Green 15.OA 21.OA Green 64.OA Yellow/AR 5.0 5.0 Yellow/AR 5.0 Cycle Length: 115 secs Phase ----------------------------------------------------------------------- combination order: 15 #1 #2 Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts ----- Cap Flow ----------- Ratio Ratio Delay LOS Delay LOS EB L 272 1787 ----- 0.566 ----- ----- --- 0.152 30.3 D ----- --- 49.8 E LT 282 1853 1.021 0.152 66.3 F R 243 1599 0.329 0.152 28.3 D WB L 365 1787 0.548 0.204 27.2 D 32.2 D T 384 1881 0.879 0.204 36.8 D R 327 1599 0.233 0.204 24.7 C NB L 131 227 0.968 0.578 49.4 E 14.1 B TR 2112 3653 0.378 0.578 8.5 B SB L 185 320 0.416 0.578 9.2 B 9.8 B T 2154 3725 0.578 0.578 10.1 B R 925 1599 0.483 0.578 9.3 B Intersection Delay = 19.9 sec/veh Intersection LOS = C Lost Time/Cycle, L = 7.5 ----------------------------------------------------------------------- sec Critical v/c(x) = 0.957 98 - 785 HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4d 10-14-1997 Transport Analysis Professionals, Inc. Streets: (E-W) SE 15th Road N-S Brickell Ave Analyst: YPC/TAP File Name: BK15RBCO.HC9 Area Type: Other 10-3-97 PM PEAK Comment: 2-yr bckgrnd growth w/approved not -yet -built sites (OPEN MEDIAN) Eastbound ----------------------------------------- Westbound Northbound Southbound L T R ---- ---- ---- L T R L T R L T R No. Lanes 1 1< ---- ---- ---- > 1 < ---- ---- ---- 1 2< ---- ---- ---- 1 2< Volumes 37 65 141 99 41 21 70 594 74 28 1474 50 Lane W (ft) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 RTOR Vols 11 11 3 1 Lost Time ----------------------------------------------------------------------- 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left * NB Left Thru * Thru Right * Right Peds Peds WB Left * SB Left Thru * Thru Right * Right Peds Peds NB Right EB Right SB Right WB Right Green 29.OA Green 76.OA Yellow/AR 5.0 Yellow/AR 5.0 Cycle Length: 115 secs Phase ----------------------------------------------------------------------- combination order: 15 11 Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow ----- ----------- Ratio Ratio Delay LOS Delay LOS EB L 329 1201 ----- ----- ----- --- 0.149 0.274 20.4 C ----- --- 23.2 C TR 464 1693 0.556 0.274 23.7 C WB LTR 197 719 0.848 0.274 36.4 D 36.4 D NB L 124 181 0.704 0.683 13.1 B 5.7 B TR 2502 3666 0.348 0.683 4.9 A SB L 265 388 0.113 0.683 4.1 A 7.1 B TR 2531 3708 0.672 0.683 7.2 B Intersection Delay = 9.8 sec/veh Intersection LOS = B Lost Time/Cycle, L = 5.0 ----------------------------------------------------------------------- sec Critical v/c(x) = 0.745 9R- '7� HCS: Unsignalized Intersections Release 2.1d BBI2SBCO.HCO Page 1 Transport Analysis Professionals, Inc. 9300 South Dadeland Boulevard Suite 501 Miami, FL 33156--270 Ph: (305) 670-0007 Streets: (N-S) Brickell Bay Drive (E-W) SE 12th Street Major Street Direction.... NS Length of Time Analyzed... 15 (min) Analyst ................... YPC/TAP Date of Analysis.......... 10/3/97 Other Information......... 2-yr bckgrnd growth w/approved not -yet built sites (OPEN MEDIAN) Two-way Stop -controlled Intersection ------------------------------------- Northbound Southbound Eastbound Westbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MC's ($) SU/RV's ($) CV's ($) PCE's ------------ 0 > 1 < 0 N 20 225 6 .8 .8 .8 0 1.10 --------------- 0 > 1 < 0 N 4 712 127 .83 .83 .83 0 1.10 ---------------- 0 > 1 < 0 9 2 27 .62 .62 .62 0 1.10 1.10 1.10 ---------------- Adjustment Factors 0 > 1 < 0 5 11 6 .46 .46 .46 0 1.10 1.10 1.10 --------------- Vehicle Critical Follow-up Maneuver ------------------------------------------------------------------ Gap (tg) Time (tf) Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 9 8 - 78J HCS: Unsignalized Intersections Release 2.1d BBI2SBCO.HCO Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street -------------------------------------------------------- WB EB Conflicting Flows: (vph) 284 934 Potential Capacity: (pcph) 994 466 Movement Capacity: (pcph) 994 466 Prob. of Queue -Free State: -------------------------------------------------------- 0.99 0.90 Step 2: LT from Major Street SB NB -------------------------------------------------------- Conflicting Flows: (vph) 288 1011 Potential Capacity: (pcph) 1250 565 Movement Capacity: (pcph) 1250 565 Prob. of Queue -Free State: 1.00 0.95 TH Saturation Flow Rate: (pcphpl) 1700 1700 RT Saturation Flow Rate: (pcphpl) 1700 1700 Major LT Shared Lane Prob. of Queue -Free State: -------------------------------------------------------- 0.99 0.94 Step 3: TH from Minor Street -------------------------------------------------------- WB EB Conflicting Flows: (vph) 1326 1252 Potential Capacity: (pcph) 220 240 Capacity Adjustment Factor due to Impeding Movements 0.93 0.93 Movement Capacity: (pcph) 204 223 Prob. of Queue -Free State: -------------------------------------------------------- 0.87 0.99 Step 4: LT from Minor Street -------------------------------------------------------- WB EB Conflicting Flows: (vph) 1272 1268 Potential Capacity: (pcph) 194 195 Major LT, Minor TH Impedance Factor: 0.92 0.81 Adjusted Impedance Factor: 0.94 0.85 Capacity Adjustment Factor due to Impeding Movements 0.84 0.84 Movement Capacity: (pcph) -------------------------------------------------------- 163 164 98- 785. HCS: Unsignalized Intersections Release 2.1d BBI2SBCO.HCO Page 3 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement -------- (pcph) ------ (pcph) ------ (pcph)(sec/veh) ------------- (veh) ------- ----- (sec/veh) --------- EB L 17 164 > EB T 3 223 > 309 14.9 0.9 C 14.9 EB R 48 466 > WB L 12 163 > WB T 26 204 > 242 18.9 0.8 C 18.9 WB R 14 994 > NB L 28 565 6.7 0.0 B 0.5 SB L 6 1250 2.9 0.0 A 0.0 Intersection Delay = 1.0 sec/veh 98- 785 HCS: Unsignalized Intersections Release 2.1d BBI2TBCO.HCO Page 1 Transport Analysis Professionals, Inc. 9300 South Dadeland Boulevard Suite 501 Miami, FL 33156--270 Ph: (305) 670-0007 Streets: (N-S) Brickell Bay Drive (E-W) SE 12th Terrace Major Street Direction.... NS Length of Time Analyzed... 15 (min) Analyst ................... YPC/TAP Date of Analysis.......... 10/3/97 Other Information......... 2-yr bckgrnd growth w/approved not -yet built sites (OPEN MEDIAN) Two-way Stop -controlled Intersection INorthbound Southbound Eastbound Westbound L T R I L T R I L T R I L T R No. Lanes 1 0 > 1 0 1 0 1 < 0 1 0 > 1 < 0 1 0 0 0 Stop/Yield Volumes PHF Grade MC's ($) SU/RV's ($) CV's ($) 126 130 .84 .84 0 NI N 357 400 .89 .89 0 120 0 118 .76 1 .76 0 PCE's 11.10 1 11.10 1.10 1.101 ----------------------------------------------------------------------- Adjustment Factors Vehicle Critical Follow-up Maneuver ------------------------------------------------------------------ Gap (tg) Time (tf) Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 98- 785 HCS: Unsignalized Intersections Release 2.1d BBI2TBCO.HCO Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 626 Potential Capacity: (pcph) 667 Movement Capacity: (pcph) 667 Prob. of Queue -Free State: 0.74 -------------------------------------------------------- Step 2: LT from Major Street SB NB -------------------------------------------------------- Conflicting Flows: (vph) 850 Potential Capacity: (pcph) 675 Movement Capacity: (pcph) 675 Prob. of Queue -Free State: 0.76 TH Saturation Flow Rate: (pcphpl) 1700 RT Saturation Flow Rate: (pcphpl) Major IT Shared Lane Prob. of Queue -Free State: -------------------------------------------------------- 0.73 Step 3: TH from Minor Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 930 Potential Capacity: (pcph) 355 Capacity Adjustment Factor due to Impeding Movements 0.73 Movement Capacity: (pcph) 260 Prob. of Queue -Free State: -------------------------------------------------------- 1.00 Step 4: LT from Minor Street WB -------------------------------------------------------- EB Conflicting Flows: (vph) Potential Capacity: (pcph) Major LT, Minor TH Impedance Factor: Adjusted Impedance Factor: Capacity Adjustment Factor due to Impeding Movements Movement Capacity: (pcph) ----------------------------------- 930 306 0.73 0.73 0.73 224 ------------------ 98- 785 HCS: Unsignalized Intersections Release 2.1d BBI2TBCO.HCO Page 3 Intersection Performance Summary Avg. 950 Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) ------ (pcph)(sec/veh) ------ ------- (veh) ------- ----- (sec/veh) --------- -------- EB L ------ 174 224 > EB T 0 260 > 334 89.4 10.8 F 89.4 EB R 171 667 > NB L 165 675 7.1 1.1 B 3.5 Intersection Delay = 17.7 sec/veh 98- 785 APPENDIX D CAPACITY ANALYSES OF TWO-YEAR BACKGROUND GROWTH, APPROVED AND NOT BUILT SITES AND THE MARRIOTT/BARCLAY'S TRAFFIC 98 - 785 HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4d 04-29-1998 Transport Analysis Professionals, Inc. Streets: (E-W) SE 8th Street (N-S) Brickell Ave Analyst: YPC/TAP File Name: BK8SBS.HC9 Area Type: Other 4-29-98 PM PEAK Comment: 2yr bkgnd growth: other approved projects + Marriott + Barclay's Eastbound Westbound Northbound Southbound L T R L T R L T R L T R ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- No. Lanes 2 2< 2 2 2 1 2 3 Volumes 295 445 319 291 688 1271 189 185 1213 Lane W (ft) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 RTOR Vols 45 296 79 0 Lost Time 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 ----------------------------------------- -------------- ---------------- Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left * NB Left Thru * Thru Right * Right Peds Peds WB Left * SB Left Thru Thru Right * Right Peds Peds NB Right EB Right SB Right WB Right Green 24.OA 15.OA Green 8.OA 50.OP Yellow/AR 5.0 5.0 Yellow/AR 3.0 5.0 Cycle Length: 115 secs Phase combination order: 16 11 #2 05 ----------------------------------------------------------------------- Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS ----- ----------- ----- ----- ----- --- ----- --- EB L 824 3574 0.402 0.230 28.6 D 45.1 E TR 817 3547 1.004 0.230 51.7 E WB L 544 3574 0.587 0.152 35.1 D 45.6 E R 487 3198 0.968 0.152 52.7 E NB T 1701 3725 0.891 0.457 12.0 B 11.6 B R 730 1599 0.171 0.457 6.2 B SB L 395 3574 0.537 0.552 3.4 A 2.3 A T 3086 5588 0.481 0.552 2.2 A Intersection Delay = 21.0 sec/veh Intersection LOS = C Lost Time/Cycle, L = 10.0 sec Critical v/c(x) = 0.926 ----------------------------------------------------------------------- 98- 7 6a HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4d 04-24-1998 Transport Analysis Professionals, Inc. Streets: (E-W) SE 13th Street (N-S) Brickell Ave. Analyst: YPC/TAP File Name: BKI3SBS.HC9 Area Type: Other 4-24-98 PM PEAK Comment: 2yr bkgnd growth: other approved projects + Marriott + Barclay's __________________________________________ Eastbound Westbound Northbound Southbound L T R ---- ---- ---- L T R L T R L T R No. Lanes 1 > 1 1 ---- ---- ---- 1 1 1 ---- ---- ---- 1 2 < ---- ---- ---- 1 2 1 Volumes 256 174 ill 188 318 136 124 680 102 75 1240 712 Lane W (ft) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 RTOR Vols 42 65 6 128 Lost Time ----------------------------------------------------------------------- 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left * NB Left Thru * Thru Right * Right Peds Peds WB Left * SB Left Thru * Thru Right * Right Peds Peds NB Right EB Right SB Right WB Right Green 15.OA 21.OA Green 64.OA Yellow/AR 5.0 5.0 Yellow/AR 5.0 Cycle Length: 115 secs Phase ----------------------------------------------------------------------- combination order: 15 11 12 Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts ----- Cap Flow ----------- Ratio Ratio Delay LOS Delay LOS EB L 272 1787 ----- ----- ----- --- ----- --- 0.897 0.152 43.4 E 41.4 E LT 283 1862 0.903 0.152 43.7 E R 243 1599 0.329 0.152 28.3 D WB L 365 1787 0.548 0.204 27.2 D 32.2 D T 384 1881 0.879 0.204 36.8 D R 327 1599 0.233 0.204 24.7 C NB L 130 225 0.976 0.578 51.8 E 14.3 B TR 2114 3656 0.394 0.578 8.6 B SB L 173 300 0.444 0.578 9.5 B 10.7 B T 2154 3725 0.623 0.578 10.5 B R 925 1599 0.651 0.578 11.2 B Intersection Delay = 18.9 sec/veh Intersection LOS = C Lost Time/Cycle, L = 7.5 ----------------------------------------------------------------------- sec Critical v/c(x) = 0.943 98 - 785 HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4d 04-24-1998 Transport Analysis Professionals, Inc. -------------------------------------- (---------------- Streets: (E-W) SE 15th Road N-S) Brickell Ave. Analyst: YPC/TAP File Name: BKI5RBS.HC9 Area Type: Other 4-24-98 PM PEAK Comment: 2yr bkgnd growth: other approved projects + Marriott + Barclay's Eastbound Westbound Northbound Southbound L T R L T R L T R L T R ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- No. Lanes 1 1< > 1 < 1 2< 1 2< Volumes 43 65 141 99 41 21 70 615 74 28 1533 69 Lane W (ft) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 RTOR Vols Lost Time 2.50 2.50 it 11 2.50 2.50 2.50 2.50 2.50 Signal Operations 3' 2.50 2.50i 1 2.50 2.50 2.50 --------------- Phase Combination 1 2 3 4 5 6 7 8 EB Left * NB Left Thru * Thru Right * Right Peds Peds WB Left * SB Left Thru * Thru Right * Right Peds Peds NB Right EB Right SB Right WB Right Green 29.OA Green 76.OA Yellow/AR 5.0 Yellow/AR 5.0 Cycle Length: ----------------------------------------------------------------------- 115 secs Phase combination order: 15 11 Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts ----- Cap ---- Flow ------- Ratio Ratio Delay LOS Delay LOS EB L 329 1201 ----- 0.173 ----- ----- 0.274 20.6 --- C ----- 23.1 --- C TR 464 1693 0.556 0.274 23.7 C WB LTR 197 719 0.848 0.274 36.4 D 36.4 D NB L 124 181 0.704 0.683 13.1 B 5.7 B TR 2504 3668 0.359 0.683 5.0 A SB L 249 365 0.120 0.683 4.1 A 7.5 B TR 2527 3702 0.708 0.683 7.6 B Intersection Delay = 9.9 sec/veh Intersection LOS = B Lost Time/Cycle, L ----------------------------------------------------------------------- = 5.0 sec Critical v/c(x) = 0.748 98-- 70'a HCS: Unsignalized Intersections Release 2.1d BBI2SBS.HCO Page 1 Transport Analysis Professionals, Inc. 9300 South Dadeland Boulevard Suite 501 Miami, FL 33156--270 Ph: (305) 670-0007 ------ ---------- Streets: (N-S) Brickell Bay Drive (E-W) SE 12th Street Major Street Direction.... NS Length of Time Analyzed... 15 (min) Analyst.. .......... YPC/TAP Date of Analysis.......... 4/24/98 Other Information......... 2yr bkgnd growth: other approved projec is + Marriott + Barclay's Two-way Stop -controlled Intersection Northbound Southbound__l Eastbound Westbound L T R L T R L T R L T R ---- ---- ---- ---- ---- ---- No. Lanes Stop/Yield Volumes PHF Grade MC's (�) SU/RV's (�) CV's ($) PCE's 0 > 1 < 0 N 20 225 6' .8 .8 .8 0 1.10 Vehicle Maneuver ---------------------- Left Turn Major Road Right Turn Minor Road Through Traffic Minor Left Turn Minor Road 0 > 1 < 0 N 4 718 137 .83 .83 .83 0 1.10 ---------------- 0 > 1 < 0 39 2 27 .62 .62 .62 0 1.10 1.10 1.10 Adjustment Factors Critical Gap (tg) ------------------------ 5.00 5.50 Road 6.00 6.50 0 > 1 < 0 5 11 6 .46 .46 .46 0 1.10 1.10 1.10 Follow-up Time (tf) ----------------- 2.10 2.60 3.30 3.40 HCS: Unsignalized Intersections Release 2.1d BBI2SBS.HCO Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street WB EB Conflicting Flows: (vph) 284 948 Potential Capacity: (pcph) 994 458 Movement Capacity: (pcph) 994 458 Prob. of Queue -Free State: -------------------------------------------------------- 0.99 0.90 Step 2: LT from Major Street SB NB -------------------------------------------------------- Conflicting Flows: (vph) 288 1030 Potential Capacity: (pcph) 1250 554 Movement Capacity: (pcph) 1250 554 Prob. of Queue -Free State: 1.00 0.95 TH Saturation Flow Rate: (pcphpl) 1700 1700 RT Saturation Flow Rate: (pcphpl) 1700 1700 Major IT Shared Lane Prob. of Queue -Free State: 0.99 0.94 -------------------------------------------------------- Step 3: TH from Minor Street -------------------------------------------------------- WB EB Conflicting Flows: (vph) 1344 1266 Potential Capacity: (pcph) 215 236 Capacity Adjustment Factor due to Impeding Movements 0.93 0.93 Movement Capacity: (pcph) 199 219 Prob. of Queue -Free State: -------------------------------------------------------- 0.87 0.99 Step 4: LT from Minor Street -------------------------------------------------------- WB EB Conflicting Flows: (vph) 1286 1280 Potential Capacity: (pcph) 191 192 Major IT, Minor TH Impedance Factor: 0.92 0.81 Adjusted Impedance Factor: 0.93 0.85 Capacity Adjustment Factor due to Impeding Movements 0.84 0.84 Movement Capacity: (pcph) -------------------------------------------------------- 160 161 98- 785 HCS: Unsignalized Intersections Release 2.1d BBI2SBS.HCO Page 3 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement -------- (pcph) ------ (pcph) ------ (pcph)(sec/veh) ------------- (veh) ------- ----- (sec/veh) EB L 69 161 > --------- EB T 3 219 > 219 34.7 2.7 E 34.7 EB R 48 458 > WB L 12 160 > WB T 26 199 > 237 19.4 0.8 C 19.4 WB R 14 994 > NB L 28 554 6.8 0.0 B 0.5 SB L 6 1250 2.9 0.0 A 0.0 Intersection Delay = 2.4 sec/veh 90- 785 HCS: Unsignalized Intersections Release 2.1d BBI2TBS.HCO Page 1 xxsxazxazxxzm=assx=saaxssssssx=oc=ssssssssys=ss=s==s=ssc_______________ Transport Analysis Professionals, Inc. 9300 South Dadeland Boulevard Suite 501 Miami, FL 33156--270 Ph: (305) 670-0007 -------------------------------------------------------- Streets: (N-S) Brickell Bay Drive (E-W) SE 12th Terrace Major Street Direction.... NS Length of Time Analyzed... 15 (min) Analyst... .......... YPC/TAP Date of Analysis.......... 4/24/98 Other Information......... 2yr bkgnd growth: other approved projec is + Marriott + Barclay's Two-way Stop -controlled Intersection Northbound Southbound Eastbound Westbound L T R I L T R I L T R I L T R No. Lanes 1 0 > 1 0 1 0 1 < 0 1 0 > 1 < 0 1 0 0 0 Stop/Yield Volumes PHF Grade MCI ($) SU/RV's ($) CV's ($) PCE's ------------ 126 130 .84 .84 0 1.10 ---------------- N' 357 400 .89 .89 0 120 2 118 .76 1 .76 0 11.10 1.10 1.101 Adjustment Factors Vehicle Maneuver -------------------------- Left Turn Major Road Right Turn Minor Road Through Traffic Minor Road Left Turn Minor Road Critical Gap (tg) ------ ------------------ 5.00 5.50 6.00 6.50 Follow-up Time (tf) 2.10 2.60 3.30 3.40 9 8 - 785- HCS: Unsignalized Intersections Release 2.1d BBI2TBS.HCO Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street WB EB Conflicting Flows: (vph) 626 Potential Capacity: (pcph) 667 Movement Capacity: (pcph) 667 Prob. of Queue -Free State: 0.74 -------------------------------------------------------- Step 2: LT from Major Street SB NB Conflicting Flows: (vph) 850 Potential Capacity: (pcph) 675 Movement Capacity: (pcph) 675 Prob. of Queue -Free State: 0.76 TH Saturation Flow Rate: (pcphpl) 1700 RT Saturation Flow Rate: (pcphpl) Major IT Shared Lane Prob. of Queue -Free State: 0.73 -------------------------------------------------------- Step 3: TH from Minor Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) Potential Capacity: (pcph) Capacity Adjustment Factor due to Impeding Movements Movement Capacity: (pcph) Prob. of Queue -Free State: -------------------------- 930 355 0.73 260 0.99 ---------------------------- Step 4: LT from Minor Street -------------------------------------------------------- WB EB Conflicting Flows: (vph) 930 Potential Capacity: (pcph) 306 Major IT, Minor TH Impedance Factor: 0.73 Adjusted Impedance Factor: 0.73 Capacity Adjustment Factor due to Impeding Movements 0.73 Movement Capacity: (pcph) ------ -------------------------------------------------- 224 98 - 785 HCS: Unsignalized Intersections Release 2.1d BBI2TBS.HCO Page 3 axa:sxxxassaxasxxxsxx��=cssssssx=sxs=sssxxs=ssss===sss_________________ Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Rate Cap Cap Delay Length LOS Movement -------- (pcph) ------ (pcph) ------ (pcph)(sec/veh) ------------- (veh) ------- ----- EB L 174 224 > EB T 2 260 > 333 92.1 11.0 F EB R 171 667 > NB L 165 675 7.1 1.1 B Intersection Delay = 18.3 sec/veh Approach Delay (sec/veh) 92.1 3.5 S 8 - 78 HCS: Unsignalized Intersections Release 2.1d BKI2SBS.HCO Page 1 Transport Analysis Professionals, Inc. 9300 South Dadeland Boulevard Suite 501 Miami, FL 33156--270 Ph: (305) 670-0007 Streets: (N-S) Brickell Avenue E-W SE 12th Street Major Street Direction.... NS Length of Time Analyzed... 15 (min) Analyst.. .......... YPC/TAP Date of Analysis.......... 4/24/98 Other Information......... 2yr bkgnd growth: other approved projec is + Marriott + Barclay's Two-way Stop -controlled Intersection Northbound Southbound Eastbound Westbound L T R I L T R I L T R I L T R No. Lanes 1 0 2 < 0 1 1 2 0 1 0 0 0 1 1 0 < 1 Stop/Yield Volumes PHF Grade MC's ($) SU/RV's ($) CV's (%) N 1075 95 .93 .93 0 154 1707 .98 .98 0 N 276 447 .67 .67 L PCE's 1 11.10 1 11.10 1.10 ------ ----------------- ------------------------------------------------ Vehicle Maneuver --------------------- Left Turn Major Road Right Turn Minor Road Through Traffic Minor Left Turn Minor Road Adjustment Factors Critical Gap (tg) ------------------------ Road 5.50 5.50 6.50 7.00 Follow-up Time (tf) ------------------ 2.10 2.60 3.30 3.40 98- 785 HCS: Unsignalized Intersections Release 2.1d BKI2SBS.HCO Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street WB EB Conflicting Flows: (vph) 629 Potential Capacity: (pcph) 665 Movement Capacity: (pcph) 665 Prob. of Queue -Free State: -------------------------------------------------------- 0.00 Step 2: LT from Major Street -------------------------------------------------------- SB NB Conflicting Flows: (vph) 1258 Potential Capacity: (pcph) 362 Movement Capacity: (pcph) 362 Prob. of Queue -Free State: -------------------------------------------------------- 0.52 Step 4: IT from Minor Street -------------------------------------------------------- WB EB Conflicting Flows: (vph) 3106 Potential Capacity: (pcph) 11 Major IT, Minor TH Impedance Factor: 0.52 Adjusted Impedance Factor: 0.52 Capacity Adjustment Factor due to Impeding Movements 0.52 Movement Capacity: (pcph) -------------------------------------------------------- 6 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) -------- ------ ------ ------------- (sec/veh) WB L 453 6 * ------- ----- 55.9 F --------- WB R 734 665 > * SB L 173 362 18.7 2.5 C 1.5 Intersection Delay = * * The calculated value was greater than 999.9. 98- 785 APPENDIX E ITE TRIP GENERATION 98- 785 APPENDIX E ITE TRIP GENERATION 98- 785 J.W. Marriott - ITE Land Use Code No. 310 SUMMARY OF TRIP GENERATION CALCULATION FOR 300 OCCUPIED ROOM OF HOTEL AVERAGE RATE STANDARD DEVIATION ADJUSTMENT FACTOR DRIVE WAY VOLUME AVG WKDY 2-WAY VOL 8.60 0.00 1.00 2581 7-9 AM PK HR ENTER 0.41 0.00 1.00 123 7-9 AM PK HR EXIT 0.27 0.00 1.00 82 7-9 AM PK HR TOTAL 0.68 0.00 1.00 205 4-6 PM PK HR ENTER 0.39 0.00 1.00 118 4-6 PM PK HR EXIT 0.34 0.00 1.00 101 4-6 PM PK HR TOTAL 0.73 0.00 1.00 219 SATURDAY 2-WAY VOL 0.00 0.00 1.00 0 PK HR ENTER 0.00 0.00 1.00 0 PK HR EXIT 0.00 0.00 1.00 0 PK HR TOTAL 0.00 0.00 1.00 0 SUNDAY 2-WAY VOL 0.00 0.00 1.00 0 PK HR ENTER 0.00 0.00 1.00 0 PK HR EXIT 0.00 0.00 1.00 0 PK HR TOTAL 0.00 0.00 1.00 0 Note: A zero rate indicates no rate data available The above rates were calculated from these equations: 24-Hr. 2-Way Volume: T = 8.802(X) +-59.208, R"2 = .98 7-9 AM Peak Hr. Total: T = .785(X) +-30.549 R-2 = .73 , .6 Enter, .4 Exit 4-6 PM Peak Hr. Total: LN(T) _ .957LN(X) + -.07 R"2 = .74 , .54 Enter, .46 Exit AM Gen Pk Hr. Total: T = ( 1.472/X + .00071) "-1 R-2 = .73 , .55 Enter, .45 Exit PM Gen Pk Hr. Total: T = ( 1.237/X + .00071) "-1 R"2 = .72 , .57 Enter, .43 Exit Sat. 2-Way Volume: 0, R"2 = 0 Sat. Pk Hr. Total: 0 R"2 = 0 , 0 Enter, 0 Exit Sun. 2-Way Volume: 0, R-2 = 0 Sun. Pk Hr. Total: 0 R-2 = 0 0 Enter- n ryi t Source: Institute of Transportation Engineers Trip Generation, 5th Edition, With Feb. 1995 Update. TRIP GENERATION BY MICROTRANS 98- 785 ITE Land Use Code No. 232 SUMMARY OF TRIP GENERATION CALCULATION FOR 356 DWELLING UNITS OF HIGH RISE RES. CONDO. DRIVE AVERAGE STANDARD ADJUSTMENT WAY RATE DEVIATION FACTOR VOLUME AVG WKDY 2-WAY VOL 4.18 2.08 1.00 1488 7-9 AM PK HR ENTER 0.06 0.00 1.00 23 7-9 AM PK HR EXIT 0.28 0.00 1.00 98 7-9 AM PK HR TOTAL 0.34 0.59 1.00 121 4-6 PM PK HR ENTER 0.23 0.00 1.00 82 4-6 PM PK HR EXIT 0.14 0.00 1.00 50 4-6 PM PK HR TOTAL 0.37 0.61 1.00 132 SATURDAY 2-WAY VOL 4.31 2.11 1.00 1534 PK HR ENTER 0.15 0.00 1.00 54 PK HR EXIT 0.20 0.00 1.00 71 PK HR TOTAL 0.35 0.59 1.00 125 SUNDAY 2-WAY VOL 3.43 1.88 1.00 1221 PK HR ENTER 0.16 0.00 1.00 58 PK HR EXIT 0.14 0.00 1.00 49 PK HR TOTAL 0.30 0.55 1.00 107 Note: A zero rate indicates no rate data available Source: Institute of Transportation Engineers Trip Generation, 5th Edition, With Feb. 1995 Update. TRIP GENERATION BY MICROTRANS 98 - 785 ITE Land Use Code No. 232 SUMMARY OF TRIP GENERATION CALCULATION FOR 357 DWELLING UNITS OF HIGH RISE RES. CONDO. AVERAGE RATE STANDARD DEVIATION ADJUSTMENT FACTOR DRIVE WAY VOLUME AVG WKDY 2-WAY VOL 4.18 2.08 1.00 1492 7-9 AM PK HR ENTER 0.06 0.00 1.00 23 7-9 AM PK HR EXIT 0.28 0.00 1.00 98 7-9 AM PK HR TOTAL 0.34 0.59 1.00 121 4-6 PM PK HR ENTER 0.23 0.00 1.00 82 4-6 PM PK HR EXIT 0.14 0.00 1.00 50 4-6 PM PK HR TOTAL 0.37 0.61 1.00 132 SATURDAY 2-WAY VOL 4.31 2.11 1.00 1539 PK HR ENTER 0.15 0.00 1.00 54 PK HR EXIT 0.20 0.00 1.00 71 PK HR TOTAL 0.35 0.59 1.00 125 SUNDAY 2-WAY VOL 3.43 1.88 1.00 1225 PK HR ENTER 0.16 0.00 1.00 58 PK HR EXIT 0.14 0.00 1.00 49 PK HR TOTAL 0.30 0.55 1.00 107 Note: A zero rate indicates no rate data available Source: Institute of Transportation Engineers Trip Generation, 5th Edition, With Feb. 1995 Update. TRIP GENERATION BY MICROTRANS 98- 785 ITE Land Use Code No. 232 SUMMARY OF TRIP GENERATION CALCULATION FOR 639 DWELLING UNITS OF HIGH RISE RES. CONDO. DRIVE AVERAGE STANDARD ADJUSTMENT WAY RATE DEVIATION FACTOR VOLUME AVG WKDY 2-WAY VOL 4.27 0.00 1.00 2731 7-9 AM PK HR ENTER 0.07 0.00 1.00 43 7-9 AM PK HR EXIT 0.28 0.00 1.00 182 7-9 AM PK HR TOTAL 0.35 0.00 1.00 224 4-6 PM PK HR ENTER 0.23 0.00 1.00 146 4-6 PM PK HR EXIT 0.14 0.00 1.00 90 4-6 PM PK HR TOTAL 0.37 0.00 1.00 236 SATURDAY 2-WAY VOL 4.38 0.00 1.00 2799 PK HR ENTER 0.16 0.00 1.00 100 PK HR EXIT 0.21 0.00 1.00 132 PK HR TOTAL 0.36 0.00 1.00 232 SUNDAY 2-WAY VOL 3.48 0.00 1.00 2225 PK HR ENTER 0.17 0.00 1.00 105 PK HR EXIT 0.14 0.00 1.00 90 PK HR TOTAL 0.31 0.00 1.00 195 Note: A zero rate indicates no rate data available The above rates were calculated from these equations: 24-Hr. 2-Way Volume: LN(T) = .927LN(X) + 1.924, R"2 = .99 7-9 AM Peak Hr. Total: LN(T) = .897LN(X) + -.381 R"2 = .97 , .19 Enter, .81 Exit 4-6 PM Peak Hr. Total: T = .338(X) + 19.962 R-2 = .99 , .62 Enter, .38 Exit AM Gen Pk Hr. Total: LN(T) = .831LN(X) + .014 R^2 = .89 , .17 Enter, .83 Exit PM Gen Pk Hr. Total: LN(T) = .843LN(X) + .073 R"2 = .99 , .68 Enter, .32 Exit Sat. 2-Way Volume: LN(T) = .918LN(X) + 2.007, R"2 = .99 Sat. Pk Hr. Total: LN(T) = .876LN(X) + -.214 R-2 = .99 , .43 Enter, .57 Exit Sun. 2-Way Volume: LN(T) = .897LN(X) + 1.913, R"2 = .99 Sun. Pk Hr. Total: LN(T) = .847LN(X) + -.197 R"2 = .99 , .54 Enter, .46 Exit Source: Institute of Transportation Engineers Trip Generation, 5th Edition, With Feb. 1995 Update. TRIP GENERATION BY MICROTRANS 98- t 8i ITE Land Use Code No. 232 SUMMARY OF TRIP GENERATION CALCULATION FOR 770 DWELLING UNITS OF HIGH RISE RES. CONDO. DRIVE AVERAGE STANDARD ADJUSTMENT WAY RATE DEVIATION FACTOR VOLUME AVG WKDY 2-WAY VOL 4.22 0.00 1.00 3246 7-9 AM PK HR ENTER 0.07 0.00 1.00 50 7-9 AM PK HR EXIT 0.28 0.00 1.00 215 7-9 AM PK HR TOTAL 0.34 0.00 1.00 265 4-6 PM PK HR ENTER 0.23 0.00 1.00 174 4-6 PM PK HR EXIT 0.14 0.00 1.00 106 4-6 PM PK HR TOTAL 0.36 0.00 1.00 280 SATURDAY 2-WAY VOL 4.31 0.00 1.00 3322 PK HR ENTER 0.15 0.00 1.00 117 PK HR EXIT 0.20 0.00 1.00 155 PK HR TOTAL 0.35 0.00 1.00 273 SUNDAY 2-WAY VOL 3.42 0.00 1.00 2630 PK HR ENTER 0.16 0.00 1.00 124 PK HR EXIT 0.14 0.00 1.00 105 PK HR TOTAL 0.30 0.00 1.00 229 Note: A zero rate indicates no rate data available The above rates were calculated from these equations: 24-Hr. 2-Way Volume: LN(T) = .927LN(X) + 1.924, R-2 = 7-9 AM Peak Hr. Total: LN(T) = 897LN(X) .99 + -.381 4-6 PM Peak Hr. Total: R-2 = T = .97 , .19 Enter, .81 Exit .338(X) + 19.962 AM Gen Pk Hr. Total: R"2 = LN(T) .99 , .62 = .831LN(X) Enter, .38 Exit + .014 PM Gen Pk Hr. Total: R 2 = LN(T) .89 , 17 = .843LN(X) Enter, .83 Exit + .073 Sat. 2-Way Volume: R 2 = LN(T) .99 , .68 = .918LN(X) Enter, .32 Exit + 2.007, R-2 = Sat. Pk Hr. Total: LN(T) = .876LN(X) .99 + -.214 Sun. 2-Way Volume: R-2 = LN(T) .99 , .43 = .897LN(X) Enter, .57 Exit + 1.913, R"2 = Sun. Pk Hr. Total: LN(T) = .847LN(X) .99 + -.197 R"2 = .99 , .54 Enter, .46 Exit Source: Institute of Transportation Engineers Trip Generation, 5th Edition, With Feb. 1995 Update. TRIP GENERATION BY MICROTRANS 98- 783 Barclays Financial Center Summary of Trip Generation Calculation For 500 Th.Gr.Sq.Ft. of General Office Building April 14, 1998 Average Rate Standard Deviation Adjustment Factor Driveway Volume Avg. Weekday 2-Way Volume 9.14 0.00 1.00 4570 7-9 AM Peak Hour Enter 1.18 0.00 1.00 590 7-9 AM Peak Hour Exit 0.16 0.00 1.00 80 7-9 AM Peak Hour Total 1.35 0.00 1.00 675 4-6 PM Peak Hour Enter 0.22 0.00 1.00 110 4-6 PM Peak Hour Exit 1.06 0.00 1.00 530 4-6 PM Peak Hour Total 1.28 0.00 1.00 640 Saturday 2-Way Volume 2.17 0.00 1.00 1085 Saturday Peak Hour Enter 0.15 0.00 1.00 75 Saturday Peak Hour Exit 0.13 0.00 1.00 65 Saturday Peak Hour Total 0.28 0.00 1.00 140 Note: A zero indicates no data available. The above rates were calculated from these equations: 24-Hr. 2-Way Volume: 7-9 AM Peak Hr. Total: 4-6 PM Peak Hr. Total: AM Gen Pk Hr. Total: PM Gen Pk Hr. Total: Sat. 2-Way Volume: Sat. Pk Hr. Total: Sun. 2-Way Volume: Sun. Pk Hr. Total: LN(T) = .768LN(X) + 3.654, R"2 = 0.8 LN(T) = .797LN(X) + 1.558 R"2 = 0.83 , 0.88 Enter, 0.12 Exit T = 1.121(X) + 79.295 R"2 = 0.82 , 0.17 Enter, 0.83 Exit LN(T) _ .797LN(X) + 1.558 R"2 = 0.83 , 0.88 Enter, 0.12 Exit T = 1.121(X) + 79.295 R"2 = 0.82 , 0.17 Enter, 0.83 Exit T = 2.136(X) + 18.473, R"2 = 0.66 LN(T) = .814LN(X) + -.115 LN(T) = .863LN(X) + .306, R"2 = 0.5 LN(T) = .605LN(X) + -.228 R"2 = 0.56 , 0.58 Enter, 0.42 Exit Source: Institute of Transportation Engineers Trip Generation, 6th Edition, 1997. TRIP GENERATION BY MICROTRANS 98- 785 J.W. Marriott Hotel NA Barclays Financial Center Brickell Avenue Site Utility Study CTE Project No, 97-0818 Prepared by: Consul -Tech Engineering, Inc. 10570 N.W. 27th Street, Suite 101 Miami, Florida 33172 I. DRAINAGE 0 P1 Drainage Area Details The site will consist of the proposed J.W. Marriott Hotel and the Barclay's Financial Center, Florida at the comer of Brickell Avenue and S.W. 12' Street for a total area of approximately 2.87 acres. Development will produce approximately 95% impervious area and 5% pervious area in the form of landscaping. Stormwater discharge will consist of runoff from rooftop, driveway, and pedestrian areas. The site land use can be summarized as follows: Total Net Impervious Open Space or Surface Lot Area Area Landscaped Area Retention Area (Acres) (Acres) (Acr+es) (Acres) 2.87 2.73 0.14 0.00 The proposed drainage design will call for 100% of the stormwater runoff to be retained on -site. 1. On -Site Drainage The conceptual drainage plan calls for all site runoff to be collected in catch basins and routed, via pipes, into detention basins capable of detaining 90 seconds of the peak inflow for the Dade County DERM 5-year design storm. Afterwards, the runoff will flow into four proposed drainage wells for final disposal. The use of a drainage well is permitted by Dade County DERM for this area because of the high salinity content of the groundwater. It is anticipated that three deep injection wells will be required. The proposed wells will be able to keep the sit dry during the design storm of 5 years - 24 1 98- 785 hours, keep the flooding below the site perimeter elevation during the SFWMD 25 year - 72 hour storm, and keep the flooding below the minimum building finished floor elevation during the SFWMD 100 year - 72 hour storm. Two of the wells will be used exclusively to drain the roof water from the two buildings, and the third well will be used to drain the parking garage ground floor area. In addition to the detention basins upstream of the proposed drainage wells, baffles will be added to any drainage structure located in a parking area or in any area where there is a possibility of oil & grease contamination of the runoff. Since the proposed project will retain 100% of the contributing runoff on -site, off -site drainage structures will not be necessary. II. WATER DISTRIBUTION MASTER PLAN The Miami -Dade Water and Sewer Department (MD-WASD) provides the water in this area. The site is served by a 12-inch water main located in South Bayshore Drive and by a 20-inch water main located in Brickell Avenue. Refer to the attached Water Atlas for additional information. The Miami -Dade Water and Sewer Department (MD-WASD) is requiring that the developer construct a new 12-inch water main along S.E. 121° Street connected at the existing water mains at Brickell Avenue and at South Bayshore Drive. The proposed plans for the water main were approved as a dry -run by MD-WASD. The domestic water services and the fire line connections for this project will be provided from the new 12-inch water main in S.E. 12th Street. The anticipated average daily water consumption for the entire project is 91,535 gpd, and is calculated as shown in Table 2. 2 98- 785 M. SANITARY SEWER MASTER PLAN The Miami -Dade Water and Sewer Department (MD-WASD) provides the sanitary sewer in this area. The site is served by a 12-inch sewer main located in South Bayshore Drive, by a 10-inch sewer main located in Brickell Avenue and by a 10-inch and 18-inch sewer mains located in S.E. 12d' Street. Refer to the attached Sewer Atlas for additional information. The existing sewer lines have sufficient invert elevation and capacity to collect the sewage flow from this project. The two buildings will be connected to these existing sewer mains with new sewer laterals. No sewer main extension will be required. This project is anticipated to generate an average daily sewage flow of 91,535 gpd, and is calculated as shown in Table 2. According to Dade County DERM, the Pump Station No. 8 is currently operating under capacity and has the extra capacity to absorb the flow from this project. IV. SOLID WASTE GENERATION The projected daily volumes of solid waste generated by the project are summarized in Table 3. Generation rates were determined from data provided by the Metro -Dade County Department of Solid Waste. Solid waste generated will be placed in standardized on -site containers for refuse and recyclables per the City of Miami Code, for regular pickup by private hauling companies and/or the City of Miami Solid Waste Department. The solid waste will then be transported to Metro-Dade's Disposal Facilities. Actual waste pick-up locations will be shown in the architectural plans. 3 98-- 785 J.W. MARRIOT & BARCLAY'S FINANCIAL CENTER DRAINAGE CALCULATIONS 1. Total Gross Lot Area = 2.87 Acres A. Impervious = 95% or 2.73 Acres B. Pervious = 5% or 0.14 Acres 2. Average Runoff Coefficient =[(2.73)(0.95)+(0.14)(0.25))/(2.87) = 0.92 3. Design Storm Information A. 5 Year DERM Storm (1) Time of Concentration = 10.00 minutes (2) Rainfall Intensity = 6.17 inJhr. (3) Peak Runoff = (0.92)(6.17)(2.87) = 16.29 cfs B. SFWMD 25 Year - 72 Hour Storm (1) 24 Hour Rainfall = 9.0 inches (2) Maximum Rainfall Intensity = 6.084 inJhr. (3) Peak Runoff = (0.92)(6.084)(2.87) = 16.06 cfs C. SFWMD 25 Year - 72 Hour Storm (1) 24 Hour Rainfall = 11.0 inches (2) Maximum Rainfall Intensity = 7.436 inJhr. (3) Peak Runoff = (0.92)(7.436)(2.87) = 19.63 cfs 4. Well Data A. Well Diameter = 24 Inches B. Assumed Well Capacity = 1000 gpm/ft. of Available Head C. Mean High Tide Elevation = 1.48 ft. (taken from W.C. 20,034-A) D. Specific Gravity Head Loss = 2.00 E. Proposed Number of Wells = 3 4 98- 785 5. Hydraulic Grade Line Elevations at Well Structure A. 5 Year DERM Storm = (16.29 cfs)/[(1000 gpm)(0.002228 cfs/gpm)(3 wells)] + (1.48 + 2.00) = 5.92 B. SFWMD 25 Year - 72 Hour Storm = (16.06 cfs)[(1000 gpm)(0.002228 cfs/gpm)(3 wells)] + (1.48 + 2.00) = 5.88 C. SFWMD 100 Year - 72 Hour Storm = (19.63 cfs)[(1000 gpm)(0.002228 cfs/gpm)(3 wells)] + (1.48 + 2.00) = 6.42 6. Detention Basin Dimensions 90 Seconds of inflow for the DERM 5 Year Storm (16.29 cfs)(90 secondsY(3 Structures) 488 cubic feet per structure 98- 785 TABLE 2 J.W. MARRIOTT & BARCLAY'S FINANCIAL CENTER ANTICIPATED AVERAGE DAILY FLOW WATER DISTRIBUTION J.W. Marriott 302 guestrooms Restaurants w/206 seats Bars & Lounges w/69 seats Barclay's Center 500,000 office space @ 100 gpd/room @ 50 gpd/seat @ 15 gpd/seat Sub -total @ 10/100 gpd/sf Total ANTICIPATED AVERAGE DAILY FLOW WASTEWATER Average Flow = .0915 mgd Peak Flow = .3204 mgd NOTES: l . Peak flow uses a factor of 3.5 times average flow. 2. gpd = gallons per day 3. No industrial wastewater is anticipated to be generated 4. mgd = million galls per day 30,200 gpd 10,300 gpd 1,035 gpd 41,535 50,000 gpd 91,535 g2d 6 98- 785 TABLE 3 J W MARMOT & BARCLAY'S FIINANCIAL CENTER J.W. Marriott 302 guestrooms SOLED WASTE GENERATION @ 8 lbs per unit/day = 2,4161bs/day Barclay's Center 500,000 sf office building w/90% net @ 2.5 lbs per 100 sf/day = 11,2501bs/day Total = 13.666 lbs/dav Total = 6.83 tons/day Total anticipated Solid Waste generated: 7 cu. ydsJton x 6.83 tons/day 47M Cu. YdsJday 7 ` 0 a • WATER ATLAS Q� � �3 531 357 `33=ST to ss� sF ? 362 9600 2 68 n- SITE 98 - '780 SEWER ATLAS i t 971 � 79e N ref?23 *77 ❑[1 785 VZLNHO 7VIO VNLif &AV70mvir II il�Y iw ww (rMV 79.LON LLO/1►IfVK A % XN~ AWNNBW qf V BARCLAYS FINANCIAL CENTER ECONOMIC AND TAX IMPACT STUDY SUBMITTED TO: CITY OF NIIANH PREPARED FOR: MDM HOTEL GROUP, LTD. PREPARED BY: SHARPTON, BRUNSON & COMPANY, P.A. One Southeast Third Ave. Suite 2100 Miami, Florida 33131 (305) 374-1574 May 1,1998 98- 785 TABLE OF CONTENTS PAGE SUMMARY OF BENEFITS 1 INTRODUCTION, OBJECTIVE AND DEFINITIONS Introduction 3 Objectives 4 Definitions of Economic and Tax Impact 4 Direct and Indirect Effects 5 Measures of Economic Impact 6 Description of Results 7 THE PROJECT OVERVIEW 8 DISCUSSION OF THE RESULTS OF THE ANALYSIS Impact Indicators 9 Results of Indicators 9 Impact of Construction 10 Impact of Ongoing Operations 10 Impact on Local Tax Revenues 10 DISCUSSION OF THE RESULTS BY ECONOMIC INDICATOR Employment 11 Wages 12 Output 13 Local Taxes 14 OTHER CONSIDERATIONS Public Sector Cost 16 Impact Fees 16 SUMMARY AND CONCLUSIONS 17 EXHIBITS 18 Exhibit I: Summary of Economic Impact Exhibit II: Summary of all Direct Economic Benefits Exhibit III: Computation of Indirect Benefits Exhibit IV: Schedule of Project Development Cost Exhibit V: Schedule of Ad Valorem Taxes Exhibit VI: Allocation of Ad Valorem Taxes Exhibit VII: Impact and Other Fees 28- 785 SUMMARY OF BENEFITS Significant Community Benefits: • Jobs • Wages • Taxes • Economic Activity R 01 Office Worker, Visitor and Hotel Guest spending impacting Local Businesses: • Food • Recreation/Entertainment • Transportation • Retail Barclays Financial Center - Economic Impact Study May 1, 1997 Sharpton, Brunson & Company, P.A. Page 1 • L • • SUMMARY OF ECONOMIC IMPACT (BENEFITS) The following table summarizes the economic impact of the Barclays Financial Center development: Construction Period Annual Economic Activity Stimulated: Output $172,650,576 $20,253,920 Wages 30,650,000 9,000,000 Taxes 731,916 3,427,308 Total $204 032,492 $32,681,228 Jobs created 330 400 Economic Activity Stimulated 200000 w 150000 0 a 100000 a 00 50000 r IC Construction Period Annual Recurring El Output 0 Wages 0 Taxes Barclays Financial Center - Economic Impact Study May 1, 1998 Sharpton, Brunson & Company, P.A. Page 2 98- 785 BARCLAYS FINANCIAL CENTER INTRODUCTION, OBJECTIVES AND DEFINITIONS 98- 785 INTRODUCTION, OBJECTIVES AND DEFINITIONS Introduction This document represents an in-depth economic and tax benefits analysis of the development and operation of a first class hotel and an office complex located within a 2.9 acre site at the corner of Brickell Avenue and S.E. 12th Street in downtown Miami (the Project). Barclays Financial Center is divided into four major components; The Office Tower Building, The J. W. Marriott Hotel, The Atrium -Gallery and The Parking Structure. Designed in a classic modern style with the best urban design uses; it achieves a synergy within the complex that enhances the elegance of the Project. The Office Tower will have access from two main thoroughfares with elegantly landscaped driveways and entry lobbies at Brickell Bay Drive and the main complex Atrium -Gallery Entrance. The Office Building will be 29 stories tall and offer approximately 500,000 square feet of leasable space with a typical floor having 22,000 square feet of rental space. The JW Marriott Hotel will anchor the west end of the complex and will have a Brickell Avenue pedestrian entrance as well as an elegant Motorcourt entry from S.E. 12th Street. This 21 story luxury Hotel will have 300 rooms; offering concierge floors, an upscale restaurant, banquet and meeting facilities, a health club and an outdoor pool located on a beautifully landscaped deck on the 7th floor. There will be a direct connection from the Hotel Lobby/Motorcourt to the main Atrium -Gallery of the complex as well as a service corridor which will allow catering and other services directly from the Hotel to The Office Tower. The Atrium -Gallery Entrance is located between the Office and Hotel Towers. The Central Atrium will provide the Grand Entrance to the complex. Also planned in the Atrium -Gallery area is space for upscale retail, art galleries and/or specialized businesses to service the complex. There will be approximately 20,000 square feet of space available for retail. The main garage elevator access will also be provided from this area, with building security and a Concierge style Service Desk provided for visitor information. The Parking Structure will accommodate 1,200 parking spaces on eight levels, with two entrances from S.E. 12th Street. The garage is positioned above the Atrium -Gallery Lobby in the eight story podium, with a rooftop plaza and garden. This analysis encompasses the entire Project and estimates the economic and tax benefits for both its development and operational phases. Barclays Financial Center - Economic Impact Study Sharpton, Brunson & Company, P.A. May 1, 1997 Page 3 98- 785 INTRODUCTION, OBJECTIVES 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 Miami, Florida (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 economy of the City. Definition of Economic and Tax Impact The construction and subsequent operation of the Project will create important benefits within Greater Miami. These benefits include new income, new jobs, new tax revenues and new economic activity impacting upon every sector of the local economy. Moreover, through the multiplier effect of respending and reinvesting, indirect economic benefits are added to the direct benefits brought about by initial construction expenditures and the expenditures from ongoing operations. Barclays Financial Center - II Economic Impact Study May 1, 1998 Sharpton, Brunson & Company, P.A. Page 4 9 8 - 78" INTRODUCTION, OBJECTIVES AND DEFINITIONS Direct and Indirect Effects The total economic impact of public and private projects and policies on a region do not end with the impact from the initial construction expenditures; the continued benefits to the local economy must also be considered. Income to firms furnishing construction materials and services is subsequently converted into employee salaries, material purchases, investment in plant and equipment, savings, profits, purchases of services, and a variety of other economic activities. Income to laborers is subsequently respent for purchases of food, housing, transportation, entertainment, education, medical and dental services, clothing, personal services, and a wide variety of other goods and services. Furthermore, income to governmental units is respent as salaries, purchases, and support of a variety of programs, including education, transportation, and social services. In turn, individuals, firms, and governments furnishing these goods and services again spend their income for more purchases, salaries, investments, and savings. In this manner, indirect benefits result each time the initial sum is respent, and the additional sum available in the local economy induces further job creation, business development and savings. Quantification of these indirect benefits has been the object of considerable economic study. Because economic relationships are so complex in our modern society, no single area or political unit is a completely self-contained economic unit. Therefore, purchases from other areas and political units are necessary, and goods and services are exported in return. As purchases are made from other units, some of the benefits of economic respending are lost to the local economy. Ultimately, a smaller and smaller portion of the initial sum would remain, until, after several rounds of respending, an insignificant sum is left. The indirect effects can be viewed as a set of "ripples" in the economy. Indirect, like direct, resources require labor, materials, equipment and services for their production to induce further job creation and spending of wages. Barclays Financial Center - Economic Impact Study May 1, 1998 Sharpton, Brunson & Company, P.A. Page 5 9 8 - 785 INTRODUCTION, OBJECTIVES AND DEFINITIONS The "ripple" impact of the indirect effect multiplies the original impact of the purchase. The common measure of the magnitude of the "ripple" effect is called a multiplier. A multiplier measures the total magnitude of the impact on each particular economic indicator as a multiple of the initial, direct effect. For instance, a multiplier of "1" would signify no "ripple" effects as the total impact 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. Measures of Economic Impact Various measures can be used to indicate the impact of a policy or project on a region. Specifically, for this study, they are the changes (increases) in local employment, wages, tax revenue and output that result. Definitions of these measures are as follows: • E=lo,y= is measured in full -time -equivalent jobs. • Wages include wages, salaries, and proprietors income only. They may include non -wage compensation, such as pensions, insurance, and other fringe benefits. Wages are assumed to be expended by households in the area at which the wage- earner resides. • Local taxes include additional revenues from both ad valorem and non ad valorem assessments. Barclays Financial Center - Economic Impact Study Sharpton, Brunson & Company, P.A. g8-- May 1, 1998 Page 6 785 INTRODUCTION, OBJECTIVES AND DEFINITIONS Measures of Economic Impact (Continued) • Direct Expenditures include those sums expended for land acquisition, site preparation and all hard and soft costs associated with the project. • Indirect Expenditures are those sums expended within the local economy as a result of the "ripple" effect described earlier. • OQu put describes total economic activity, and is essentially equivalent to the sum of direct and indirect expenditures (exclusive of wages and taxes). Description of Results For the purpose of describing the total economic benefits of the Project, the related expenditures have been broken into two categories: (1) Development (2) Operational Developmental expenditures include those expenditures related to the design and construction phase of the Project and related amenities. Operational expenditures are those expenditures incurred in connection with the ongoing operation of the office and 5 star hotel components. Barclays Financial Center - Economic Impact Study May 1, 1998 Sharpton, Brunson & Company, P.A. Page 7 BARCLAYS FINANCIAL CENTER THE PROJECT OVERVIEW 98- 785 PROJECT OVERVIEW The Project The proposed project consists of 523,295 square feet of office space and a 300 room 5-star hotel on a 2.9 acre site located at the corner of Brickell Avenue and 12th Street, Miami, Florida. Construction is expected to commence May 15, 1998. The construction period is expected to be 28 months. Occupancy of the constructed units is expected to begin no later than November, 2000. Barclays Finiacial Center - Economic Impact Study May 1, 1998 Sharpton, Brunson & Company, P.A. Page 8 98- 785 BARCLAYS FINANCIAL CENTER DISCUSSION OF THE RESULTS OF THE ANALYSIS 98- 78 DISCUSSION OF THE RESULTS OF THE ANALYSIS Impact Indicators We measured the project's impact on four commonly -used indicators of economic activity. Those indicators are: • Jobs • Wages • Total output • Local taxes Results of Indicators 100000 80000 0 60000 40000 20000 0 Impact Indicators Direct Indirect Direct Indirect Developmental / Operational Annual _ Wages E Output 0 Taxes 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 ou ut is often referred to as the project's economic impact. Exhibits I - III detail the Project's direct and indirect impact on the above economic indicators for Greater Miami. A summary of such impact follows: Development, One -Time Employment Wages Output Taxes Total Direct Indirect 330 $30,650,000 $93,390,651 79,259,925 $731,916 $124,772,567 79,259,925 Total Development Impact 330 $30,650,000 $172,650,576 $731,916 $204,032,492 Operational Annual Direct Indirect 400 $9,000,000 $10,300,000 9,953,920 $3,427,308 $22,727,308 9,953,920 Total 22erationalImpact 400 $9,000,000 $20,253.920 $3,427,308 $32,681,228 Barclays Financial Center - Economic Impact Study May 1, 1997 Sharpton, Brunson & Company, P.A. Page 9 9�- 785 DISCUSSION OF THE RESULTS BY ECONOMIC INDICATOR Impact of Construction: The site preparation and construction expenditures, estimated at $100 million, within Greater Miami would create approximately 330 new full time equivalent jobs and a maximum of 500 workers employed during peak periods. The workers will earn approximately $31 million in wages. These jobs will primarily be in the construction, transportation and related service industries. Spending for site preparation and project construction will result in a total estimated impact of $169 million dollars, excluding marketing and financing costs. Impact of Ongoing Operations As a result of the on -going operati on of the office complex, and the 300 room hotel, Greater Miami will gain approximately 400 new, permanent, full-time equivalent jobs. The workers who obtain these positions will earn approximately $9 million annually. The total expenditures for the Project's operations will provide a new, permanent impact of $29 million annually to the City's economy. This impact consists of the effects of the direct expenditures from the maintenance and security of office component, the luxury residential units, and the operations of the hotel, as well as the multiplied effects of such spending thus creating indirect benefits. Impact on Local Tax Revenues As a result of the construction and operation of the Project, various state, county, and city governments and agencies would gain a one-time tax revenue increase of $732,000 and an estimated annual tax benefit of $8.7 million. The specific entities receiving these tax revenues are shown on page 15. Barclays Financial Center - Economic Impact Study May 1, 1998 Sharpton, Brunson & Company, P.A. Page 10 98- 7s BARCLAYS FINANCIAL CENTER DISCUSSION OF RESULTS BY ECONOMIC INDICATOR 9- 8 DISCUSSION OF RESULTS BY ECONOMIC INDICATOR Our analysis of the economic and tax benefits of the Project was done by each major phase of the project. We identified the major phases to be development and operations. This analysis determines the economic benefits to the City by identifying such benefits for each of the phases. The effect on economic indicators used to measure benefits (employment, wages, output and taxes) were computed for each phase. Employment Employment is one of the most important economic benefits of the development. It is one of the most accessible and direct benefits for the City's residents and is a primary means by which development, operations and maintenance expenditures generate indirect economic benefits. A portion of this employment occurs on -site in the form of short-term development and marketing activity, and a portion is longer term employment derived from on -going operations. Further employment is generated off -site by expenditures of the business owners and office wokers in area businesses. Additional on -site employment is a result of the on -going management of the office complex and the daily operations of the hotel. As can be seen in Exhibit I, total short term (Developmental) employment will average 330 employees over a 28 month period and the total on -going employment will average 400. The total on -going positions can be summarized as follows: • Leasing Staff • Management • Security/Police & Parking • Hotel Staff • Maintenance and Clean -Up • Engineering • Restaurant • Shopping Barclays Financial Center - Economic Impact Study Sharpton, Brunson & Company, P.A. May 1, 1998 _Page 11 DISCUSSION OF RESULTS BY ECONOMIC INDICATOR From statistical data obtained from the Tourism Department, spending in the City is classified into various expenditure categories. These include: • Eating/Drinking • Auto Rental • Service Station • Retail • Grocery • Other Transportation • Recreation Although it is known that these expenditures will be made, in the interest of conservatism, we did not include same in this report. We took this approach because we believe it would be difficult to contend that a majority of the occupants of this Project will come from out of town rather than other parts of Greater Miami. Wages The computation of wages are a direct by-product of employment. As discussed in the above section, both on -site and off -site jobs are created. These jobs were both temporary and permanent in nature. To compute the wages associated with the new employment we started with budgeted data directly related to the development and operations of the Project. Employment created, such as construction related employment, was obtained directly from construction estimates. These numbers were tested for reasonableness. Barclays Financial Center - Economic Impact Study May 1, 1998 Sharpton, Brunson & Company, P.A. J Q _ 785 Q5 Page 12 DISCUSSION OF RESULTS BY ECONOMIC INDICATOR Output Total output generated as a result of the development and operations of the Project is caused by the following type of expenditures. • Developer cost expended in the City (100%) • Annual operational expenditures of management company • New spending in Greater Miami by office workers, visitors, employees and business owners Exhibit II shows a summary of the development cost expended in Greater Miami and of operational expenditures made in relation to the on -going maintenance of the Project. Exhibit IV gives a detailed breakdown of the development costs. 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 1.9664 was used to determine total direct and indirect output created by the Project. This multiplier indicates that for every $100 spent in Greater Miami, another $96.64 will be respent or reinvested in Greater Miami. This multiplier was obtained from the Dade County Planning Department. Direct output from the development phase of the Project is primarily a result of developer costs. This cost consists of land acquisition and site preparation, soft and hard costs which includes construction. To determine the total direct output we determined what development cost specifically was expected to be or had been spent in Greater Miami. Total direct output exclusive of wages during the development phase is $93 million. Total indirect output created by the direct respending in Greater Miami is $79 million. Thus total Greater Miami Output from the development of the Project is $172 million. Barclays Financial Center - Economic Impact Study Sharpton, Brunson & Company, P.A. May 1, 1998 98- 785 Page13 DISCUSSION OF RESULTS BY ECONOMIC INDICATOR The final component of output results from the direct operating expenditures of the residential units, the hotel, 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 operation of the Project except for wages. The impact of wages was measured separately as an economic indicator. To incorporate the potential respending and reinvesting in Greater Miami, the multiplier effect was measured. By applying a multiplier of 1.9664 to the total direct output from operating expenditures, we determined total output (direct and indirect) from on -going operating expenditures. Total direct output created from operating expenditures is $10.3 million. Total indirect output created from operating expenditures is $9.9 million. Total output created from ongoing operations is $20.2. Local Taxes A key and significant benefit generated from the development and operation of the Project is taxes. Several types of tax revenue will be generated from this project including both ad valorem and other taxes. Specific ad valorem taxes include real and personal property taxes. Other taxes include occupational taxes, resort taxes and community development taxes. Barclays Financial Center - Economic Impact Study May 1, 1998 Sharpton, Brunson & Company, P.A. Page 14 98- 785 DISCUSSION OF RESULTS BY ECONOMIC INDICATOR New real property taxes will be assessed on the Project. The assessment is based on a predetermined millage rate being applied to the taxable value of the real property. We computed real property taxes for the development phase based on the cost of the development of the project. This assessment base is very conservative since tax on real property typically is assessed on appraised values and not cost. Cost was used in the place of an estimated appraisal for conservatism. The basis for ongoing taxes is also overall cost. The millage rate was obtained from the County Tax Collectors office relative to the Project's location. Exhibit V shows the tax computation. The total development phase real property taxes will amount to $365,958 each year over the two year construction period. The real property taxes expected to be generated annually are approximately $3.4 million. Total ad valorem taxes assessed by Dade County are allocated based on mileage rates to certain governmental entities. Listed below is the allocation of projected tax revenue. Annual One -Time City Operating $115,193 $1,078,828 City Miscellaneous 6,000 56,192 Schools 112,272 1,051,461 County Operating 72,276 676,887 Debt Service - City 23,040 215,777 Debt Service - County 11,148 104,404 South Florida Water 7,164 67,093 Library Operating 3,792 35,513 School Debt Service 13,272 124,296 Florida Inland Navigation 600 5,619 Environmental Projects 1,200 11,238 Total $365,958 $3,427,308 Although not quantified, Greater Miami, through its receipt of allocated state sales taxes will receive an additional benefit as a result of the development and operation of the project. Barclays Financial Center - Economic Impact Study Sharpton, Brunson & Company, P.A. May 1, 1997 Page 15 98- 785 BARCLAYS FINANCIAL CENTER OTHER CONSIDERATIONS 98- 785 OTHER CONSIDERATIONS Public Sector Costs Given that a community has embarked on economic development which could involve increases in permanent residents, a major concern is the proper balance between the public sector revenues and the cost associated with the various forms this development may take. Public policy might seek to enhance development with beneficial net effects on the public sector, or at least avoid development having clearly adverse effects. Some of the costs that must be considered are required increases in the following: • Public Safety (police and fire) • Highways • Health and Environmental Services • Parks and Recreation • Capital Improvements (Infra structure) • Schools The objective of this report is not to measure the potential increases in public sector costs that may result from the development and operations of this project. Nor was this report's objective to compare the fiscal benefits with cost that may result from this project. Therefore we will not attempt to quantify such factors. We did feel it was necessary to make mention of certain potential fiscal costs that must be considered. Impact Fees A very significant factor in measuring the economic impact on a specific region of a project are impact and other required development fees. When a development occurs in the region being measured (Miami), specific fees must be paid to the region within which the development is to occur. A summary of the fees are listed below: • City of Miami Developmental Impact Fee 9 Administrative Fee • City of Miami Developmental Admin Fee • Building Permit Fee • Dade County School Impact Fee • Installation Energy Fee • 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 $1.5 million and other fees total approximately $1.0 million. These fees are shown in detail in Exhibit VII. Barclays Financial Center - Economic Impact Study May 1, 1"8 Sharpton, Brunson & Company, P.A. Page 16 98- '785 BARCLAYS FINANCIAL CENTER SUMMARY AND CONCLUSIONS 98- 785 SUMMARY AND CONCLUSIONS Based upon the preceding in-depth analysis of the Barclays Financial Center Project, it appears that such a development can bring significant economic benefits to Greater Miami. This final section reviews the results of the employment opportunities, public sector revenues and total economic benefits on the City as a result of the development. Employment Employment considerations include the Project direct employment resulting from the Project and employment created in the surrounding community through hotel guests and office workers' spending. Total development phase employment will be approximately 330 and on -going annual employment resulting from the maintenance of the Project will be approximately 400. Tax Revenue The analysis of public sector revenues associated with the development includes taxes and other revenues generated directly by the project. Although public sector cost is a important element in measuring fiscal impact, for purposes of this project such cost have not been quantified. This analysis only measured the benefits derived from the project. Total tax revenues expected to be created are as follows: One Time $ 731,916 Annual $3,427,308 Output The analysis of total economic impact is measured by total output. This analysis measures the economic impact of development cost and outgoing, operational expenditures. To determine the effect of respending within Greater Miami, we utilized a multiplier to compute total direct and indirect benefits. Total output expected to be generated as a result of the development and operation of the project will approximate: One Time $172,650,576 IGUtp Annual $ 20,253,920 0) Barclays Financial Center - Economic Impact Study May 1, 1998 Sharpton, Brunson & Company, P.A. Page 17 98- 78ra, EXHIBIT LIST Exhibit I Summary of Economic Impact Exhibit II Summary of all Direct Economic Benefits Exhibit III Computation of Indirect Benefits Exhibit IV Schedule of Project Development Cost Exhibit V Schedule of Ad Valorem Taxes Exhibit VI Allocation of Ad Valorem Taxes Exhibit VII Impact and Other Fees Barclays Financial Center - Economic Impact Study May 1, 1998 Sharpton, Brunson & Company, P.A. Page 18 o0.) BARCLAYS FINANCIAL CENTER (Office & Hotel) ECONOMIC BENEFITS STUDY SUMMARY OF ECONOMIC IMPACT OUTPUT WAGES EMPLOYMENT TAXES DIRECT DEVELOPMENTAL OPERATIONAL $93,390,651 10,300,000 $30,650,000 330 $731,916 9,000,000 400 3,427,308 $103,690,651 $39,650,000 730 $4,159,224 TOTAL DIRECT INDIRECT DEVELOPMENTAL $79,259,925 OPERATIONAL 9,953,920 $89,213,845 TOTAL INDIRECT TOTAL BENEFITS.`,. $192,904,496 $39,650,000 730 $4,159,224 T Gr w A r H BARCLAYS FINANCIAL CENTER (Office & Hotel) ECONOMIC BENEFITS STUDY SUMMARY OF DIRECT ECONOMIC BENEFITS TAXES PHASE # OF EMPLOYEES WAGES DIRECT COST AD VALORUM DEVELOPMENT PHASE LAND PROJECT COST 325 $30,400,000 $12,000,000 70,015,651 $731,916 MARKETING 5 250,000 50,000 FINANCING COSTS 11,325,000 330 $30,650,000 $93,390,651 $731,916 SUB -TOTAL OPERATIONS PHASE 400 9,000,000 10,300,000 3,427,308 730 $39,650,000 $103,690,651 $4,159,224 TOTAL DIRECT BENEFITS _j �00 V ` H H BARCLAYS FINANCIAL CENTER (Office & Hotel) ECONOMIC BENEFITS STUDY COMPUTATION OF INDIRECT BENEFITS TOTAL DESCRIPTION EXPENDITURE DEVELOPMENT PHASE LAND $12,000,000 SOFT COST 16,500,000 HARD COST 53,515,651 TOTAL DEVELOPMENT PHASE 1 $82,015,651 OPERATIONAL PHASE 1 $10,300,000 TOTAL INDIRECT BENEFITS _j W W7 APPLICABLE COMPUTED INDIRECT MULTIPLIER BENEFIT 0.9664 $11,596,800 0.9664 15,945,600 0.9664 51,717,525 0.9664 1 $79,259,925 0.9664 1 $9,953,920 $89,213,845 H bd H H H H H BARCLAYS FINANCIAL CENTER (Office & Hotel) EXHIBIT IV ECONOMIC BENEFITS STUDY PROJECT DEVELOPMENT COST SPENT IN TYPE OF COST DADE AMOUNT HARD COSTS: BASE BUILDING / PARKING 1001-1. $79,000,000 LAND 1000, 12,000,000 IMPACT FEES 1000, 1,453,377 PERMIT FEES 100% 1,030,274 COST OF MODELS 1000-0 32,000 CONTINGENCIES 100% 2,400,000 TOTAL HARD COSTS 1000, $95,915,651 BUDGETED SOFT COSTS 1000-0 16,500,000 PROJECT COST BEFORE FINANCING & MARKETING 10001 $112,415,651 MARKETING COSTS 1000C $300,000 FINANCING COST: INTEREST 10006 7,500,000 FINANCING COSTS AND FEES 100% 3,825,000 TOTAL FINANCING COST $11,325,000 TOTAL PROJECT COST 100% $124,040,651 98- 785 EXHIBIT V BARCLAYS FINANCIAL CENTER (Office & Hotel) ECONOMIC BENEFITS STUDY COMPUTATION OF AD VALORUM TAXES DESCRIPTION 1998-1999 2000 & Beyond REAL PROPERTY PER YEAR DEVELOPED PROJECT VALUE MILLAGE TAX RATE COMPUTED R/E TAX LAND $100,383,651 30.4965 $12,000,000 30.4965 $3,061,350 $12,000,000 30.4965 VALUE MILLAGE TAX RATE COMPUTED R/E TAX TOTAL PER YEAR $365,958 $365,958 $365,958 $3,427,308 9 8 - 785 BARCLAYS FINANCIAL CENTER (Office & Hotel) ECONOMIC BENEFITS STUDY ALLOCATION OF AD VALORUM TAXES APPLICABLE ONE TIME TAXES DESCRIPTION MILLAGE BASIS TAX ANNUAL TAXES BASIS TAX City of Miami Operating 9.5995 $12,000,000 $115,193 $112,383,651 $1,078,828 City of Miami Miscellaneous 0.5000 $12,000,000 6,000 $112,383,651 56,192 Sch000l Operating 9.3560 $12,000,000 112,272 $112,383,651 1,051,461 Dade County Operating 6.0230 $12,000,000 72,276 $112,383,651 676,887 City of Miami Debt 1.9200 $12,000,000 23,040 $112,383,651 215,777 Dade County Debt 0.9290 $12,000,000 11,148 $112,383,651 104,404 South Florida Water Management D 0.5970 $12,000,000 7,164 $112,383,651 67,093 Library Operating 0.3160 $12,000,000 3,792 $112,383,651 35,513 School Debt 1.1060 $12,000,000 13,272 $112,383,651 124,296 Florida Inland Navigation Distri 0.0500 $12,000,000 600 $112,383,651 5,619 Environmental Projects 0.1000 $12,000,000 1,200 $112,383,651 11,238 30.4965 TOTAL $12,000,000 $365,958 $112,383,651 $3,427,308 A BARCLAYS FINANCIAL CENTER (Office & Hotel) EXHIBIT VII ECONOMIC BENEFITS STUDY IMPACT AND OTHER FEES IMPACT AND OTHER FEES Development Square Footages: Square Footage 1) Maximum development area (FAR) 684,309 2) Hotel FAR 161,014 3) Office FAR 523,295 4) Gross parking area 570,983 B. Impact Fees: I Amount 1) City of Miami Development Impact Fee (Ord. 10426) $848,723 2) City of Miami Development Impact Admin. Fee 25,462 3) Downtown Development Supplemental Fee (Ord. 10461) 579,193 Total of all Impact Fees $1,453,377 C. Non -Impact Fees: 1) Miami Dade W.A.S.A. "connection fees" $542,551 2) Building Permit Fee 251,058 3) Installation Energy Fee 125,529 4) Re -plat (legal & Survey) 20,000 5) Major Use Special Permit Application Fee 30,000 6) Dade County Code Compliance 39,500 7) Radon Gas Fee 6,276 8) Fire Plan Review Fee 11,925 9) Ground Cover Fee 1,871 10) Land Use/Zoning 1,252 11) Zoning Review for Building Permit Fee 60 12) Certificate of Occupancy Fee 250 13) Application Fee 35 Total of all Non -Impact Fees $1,030,274 Total of all Fees for Project 1 $2,483,651 98- '780 MAY-06-1998 14: 02 N I CHOLS BROSCH SANDOVAL 305 446 2B72 P. 01 i01 OMay 6, 1998 MEMORANDUM \ TO: All Employees NICHOLS FROM: Bruce Broach BROSCH SANDCNAL RE: AFFIRMATIVE ACTION PLAN a AssoCu�s, wc. �1lr= s nmr- it is the policy of NICHOLS BROSCH SANDOVAL & ASSOCIATES, INC. to base employment on merit, qualifications and competency and 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 NICHOLS BROSCH SANDOVAL & ASSOCIATES, 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 practice to guarantee that equal opportunities are being provided to all employees. NICHOLS BROSCH SANDOVAL & ASSOCIATES, INC. is cornmitted 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. Clearly, the above actions cannot be accomplished as a secondary duty for any individual despite the full support of management. And so, to scrutinize our efforts, NICHOLS BROSCH SANDOVAL & ASSOCIATES, INC. has assigned Bruce F. Broach for the firm in -charge of personnel, as the Affirmative Action director to monitor all activities of this program. NICHOLS BROSCH SANDOVAL & ASSOCIATES, INC. Affirmative Action Plan, as approved by Metropolitan, Dade County, and established by the principals of the firm, is the minimum effort that the principals of the firm, will expend in promoting the use of disadvantaged and minority, business in this community, and providing economic opportunities. The firm is and will continue to exceed the plan goals and objectives. The Affirmative Action Plan Is based on the principals' belief that our Dade County Community can only improve if the lifestyles of every single disadvantaged group in the community is advanced A corrmmitrnent 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. 161 ILwh kmm /z -3=6 /I GadGdjWRe -- =U �.Bruce F. Broach "ram" TOTAL P.01 98- 785 +\` 9090 South Dadeland Boulevarct Miami, Florida 33150 mott -0 °" Miami Marriott Dadeland Faa 30;i670-ii40 HOTELS • RESORTS • SUITES I. POLICY STATEMENT Our company policy is to provide equal employment opportunities to all applicants and employees without regard to race, color, religion, sex, age, national origin, handicapped condition or status as disabled and/or Vietnam era veteran and to affirmatively seek to advance the principles of equal employment opportunity. The company takes affirmative action to insure that applicants and employees are not discriminated against because of their status as handicapped persons. We affirm that the above policy and the Affirmative Action Program herewith reflect the company's attitude and its intention to: 1. Recruit, hire, train and promote for all job classifications without regard to handicapped condition. 2. Base decisions on employment so as to further the principles of equal employment opportunity for qualified handicapped persons. 3. Insure that all other personnel actions such as compensation, promotions, benefits, transfers, terminations, Company -sponsored, training, educational tuition assistance, social and recreational programs are administered without regard to handicapped condition. The company, in compliance with the Rehabilitation Act of 1973, maintains a written Affirmative Action Program is made available to employees, upon request, in the Personnel Department during working hours. Overall responsibility for directing and implementing the policy enunciated herein and the Company's Affirmative Action Program for qualified handicapped persons has been assigned to Silvia Crawford, 9090 South Dadeland Boulevard, Miami, F133156, (305)670-1035, who serves as the company's Equal Employment Opportunity Coordinator. All personnel actions are analyzed to insure that this policy and the Affirmative Action Program are being properly implemented. The company is determined to be in full compliance with the provisions of the law and of the Affirmative Action Program. 98- 785 J_W. YAYQIATT MATC1 B.E. 13TN STREET R I/ JLOCATION PLAN f51®!9 _Atleki$!!! 91ABE_I tlYB[ B Law-- MILE!N� .. ow rMr. — — r rrw rE .._ r8 FINANCIAL CENTER r; \ I rwr.r�<. r.r rrrY Yr<rrY. z. r�\\r,Y{r.r..Y<rrY.r Y.Y._Ir Ygrr r,l<r<rrYrr Y.��rrrr M<<wrrrrr � Y rr_�r<rr<r<rrr+ wr.Y.Y wr.w �.r rr sr.ua / rw.<ira.rrw.r.r.r+rra.r�r.ra rrrr.wrrrrrr •rrnarrr a_N qR M Mik L n .r.r. Pbft ■AL rAB Ism mm Al w _ l �K. mLOCATION PLAN caiwnr wny. x� a Ego- rFx =a W."t "win qr i k �r•1"rwu+r. w. 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