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HomeMy WebLinkAboutR-99-0467a J-99-478 6/22/99 RESOLUTION NO. J v '" 7 A RESOLUTION OF THE MIAMI CITY COMMISSION, WITH ATTACHMENT(S), APPROVING WITH CONDITIONS, A MAJOR USE SPECIAL PERMIT DEVELOPMENT ORDER, PURSUANT TO ARTICLES 13 AND 17 OF ZONING ORDINANCE NO. 11000, FOR THE ESPIRITO SANI'O PLAZA PROJECT, TO BE LOCATED AT APPROXIMATELY 1395 BRICKELL AVENUE, MIAMI, FLORIDA, AND TO BE COMPRISED' OF UP TO APPROXIMATELY 437,681 SQUARE FEET OF NONRESIDENTIAL USES, 144 RESIDENTIAL UNITS, WITH ACCESSORY RETAIL AND RECREATIONAL SPACE, AND APPROXIMATELY 1028 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 April 7, 1999, E.S. Properties, Inc. (the "APPLICANT"), submitted a ccrriplete Application for Major Use Special Permit for the Espirito Santo Plaza Project (the "PROJECT") pursuant to Articles 13 and 17 of Zoning Ordinance No. 11000, the Zoning Ordinance of the City of Miami, Florida, as amended ("Zoning Ordinance No. 11000"), for the property located at approximately 1395 Brickell Avenue, Miami, Florida, as legally described on "Exhibit B", attached hereto and in "Exhibit All, the Development Order attached hereto; and WHEREAS, development of the PROJECT requires the issuance of a Major Use Special Permit pursuant to Article 17 of Zoning ATTAC11MUZ I (S) CON! TA9l cm c®messioll IMTniG OF JUN221999 Resolution No. 99- 467 Ordinance No. 11000; and WHEREAS, the Large Scale Development Committee met on December 7, 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 April 14, 1999, to consider the proposed PROJECT and recommended approval of the PROJECT as presented; and WHEREAS, the Miami Zoning Board, at its meeting held on May 17, 1999, Item No. 4, following an advertised public hearing, adopted Resolution No. ZB 1999-0180 by a vote of eight to zero (8-0), RECOMMENDING APPROVAL of the Special Exception component of the Major Use Special Permit and in Item No. 5, following an advertised public hearing, adopted Resolution No. ZB 1999-0181 by a vote of eight to zero (8-0), RECOMMENDING APPROVAL of the Variance component of the Major Use Special Permit; and WHEREAS, the Miami Planning Advisory Board, at its meeting held on May 19, 1999, Item No. 2, following an advertised public hearing, adopted Resolution No. PAB 20-99 by a vote of six to one (6-1), RECOMMENDING APPROVAL 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 - 99- 467 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 of the Zoning Ordinance of the City of Miami, Florida, as amended ("Zoning Ordinance No. 11000"), for the Espirito Santo Plaza Project ("PROJECT") to be developed by E.S. Properties, Inc. (the "APPLICANT"), at approximately 1395 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 approximately 437,681 square feet of nonresidential uses, 144 residential units, with accessory recreational space and 1028 parking spaces. Section 4. The Major Use Special Permit Application for the PROJECT also encompasses the lower ranking Special Permits as set forth in the Development Order, attached as Exhibit "A" hereto and incorporated herein. Section 5. The findings of fact set forth below are 3 - 99- 467 hereby made with respect to the subject PROJECT: a. The PROJECT is in conformity with the adopted Miami. Comprehensive Neighborhood Plan 1989-2000, as amended. b. The PROJECT is in accord with the SD-5 Zoning classification of Zoning Ordinance No. 11000. C. Pursuant to Section 1305 of Zoning Ordinance No. 11000, 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 $106 million, and to employ approximately 336 workers during construction (full time employees); the PROJECT will also result in the creation of approximately 32 permanent new jobs. The PROJECT will generate approximately $4 million annually in tax revenues to Local units of government (of which approximately $1.4 million will go to the City of Miami) (1999 dollars). e. The City Commission further finds that: (1) the PROJECT will have a favorable impact on the 4 - 99- 467 economy of the City of Miami; (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 of Miami; (7) the PROJECT will not adversely affect living conditions in the neighborhood; (8) the PROJECT will not adversely affect public safety; (9) based on the record presented and evidence presented, the public welfare will be served by the PROJECT; and (10) any potentially adverse effects of the PROJECT arising from safety and security, fire protection and life safety, solid waste, heritage conservation, trees, shoreline development, minority participation and employment, and minority contractor/subcontractor participation will be mitigated through compliance with the conditions of this Major Use Special Permit. Section 6. The Major Use Special Permit, as approved and amended, shall be binding upon the APPLICANT and any successors in interest. Section 7. The application for Major Use Special Permit, which was submitted on April 7, 1999, and on file with the Department of Planning of the City of Miami., Florida, shall be relied upon generally for administrative interpretations and is made a part hereof by reference. Section 8. This Major Use Special Permit will expire two (2) years from its effective date which is thirty (30) days after the adoption of the herein Resolution. Section 9. The City Manager is hereby directed to instruct the Director of the Department of Planning to transmit a copy of this Resolution and attachment(s) to the developers: E.S. Properties, Inc., 1395 Brickell Avenue, 9`h Floor, Miami, Florida 33131. Section 10. The Findings of Fact and Conclusions of Law are made with respect to the PROJECT as described in the Development Order for the Espirito Santo Plaza Project, which is attached hereto as Exhibit "A" and made a part hereof by reference. Section 11. The Major Use Special Permit Development Order for the Espirito Santo Plaza Project (Exhibit "A") is 6 - SO9 4G7 I EXHIBIT "A" ATTACHMENT TO RESOLUTION NO. 99-467 DATE: June 22, 1999 ESPIRITO SANTO PLAZA 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 ("Zoning Ordinance No. 11000"), the Commission of the City of Miami, Florida, has considered in a public hearing, the issuance of a Major Use Special Permit for the Espirito Santo Plaza Project (hereinafter referred to as the "PROJECT"), to be located at approximately 1395 Brickell Avenue, Miami, Florida; see legal description on "Exhibit B", attached hereto and made a part hereof; said legal description being 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 - 1 - 99- 467 Special Permit and hereby issues this Permit: PROJECT DESCRIPTION: The proposed Espirito Santo Plaza Project is a mixed use development consisting of office and residential uses to be located at approximately 1395 Brickell Avenue, Miami, Florida ("PROJECT"). The PROJECT is located on a gross lot area of approximately 138,500 square feet and a net lot area of approximately 101,568 square feet of land (more specifically described on "Exhibit B", incorporated herein by reference). The remainder of the PROJECT's VITAL DATA is attached hereto as "EXHIBIT C", and incorporated herein by reference. The proposed PROJECT will consist of approximately 437,681 square feet of nonresidential uses with 144 residential units in a single 35 story tower adjacent to a 12 level parking structure with the following accessory uses: ancillary retail and restaurant space, bank offices and recreational space including a swimming pool, a tennis court, and a health club. The PROJECT will also provide a total of approximately 1028 parking spaces. The ownership, operation and maintenance of common areas and facilities shall be by the property owner or (in the case of the property being converted to condominiums) a mandatory property owner association in perpetuity pursuant to a recorded 2 - °9- 467 Declaration of Covenants and Restrictions. The Major Use Special Permit Application for the Espirito Santo Plaza Project also encompasses, but is not exclusively limited to, the following lower ranking Special Permits and variances: CLASS I SPECIAL PERMIT as per Article 9, for a Federal Aviation Authority Clearance letter; CLASS I SPECIAL PERMIT as per Article 9, Section 906.6, for active recreational facilities (including a swimming pool); CLASS I SPECIAL PERMIT as per Article 9, Section 917.1.2, for Valet Service; CLASS II SPECIAL PERMIT as per Article 9, Section 923, for reduction in loading berth dimensions; CLASS II SPECIAL PERMIT as per Article 6, Section 605.3, for new construction in the SD-5 District; CLASS II SPECIAL PERMIT as per Article 6, Section 605.5.2, for outdoor service of food/drink/shelter in the SD-5 District; CLASS II SPECIAL PERMIT as per Article 6, Section 605.11, for signage in the SD-5 District; CLASS II SPECIAL PERMIT as per Article 9, Section 908.2, for access from a public street with widths greater than 25 feet; SPECIAL EXCEPTION as per Article 6, Section 605.4.3(2), to allow a Bar/Lounge open to the public within the SD-5 District; and - 3 - 99- 467 I VARIANCE for North side setback (15 feet required, 10 feet provided), as per City of Miami Zoning Ordinance, Article 6, Section 605.8. Pursuant to Articles 13 and 17 of Zoning Ordinance No. 11000, the Zoning Ordinance of the City of Miami, Florida, as amended ("Zoning Ordinance No. 11000"), approval of the requested Major Use Special Permit shall be considered sufficient for the subordinate permits requested and referenced above as well as any other special approvals required by the City of Miami which may be required to carry out the requested plans. The PROJECT shall be constructed substantially in accordance with plans and design schematics on file prepared by Kohn Pederson Fox Associates PC, dated April 1999; the landscape plan shall be implemented substantially in accordance with plans and design schematics on file prepared by Architectural Alliance, dated March 1999; 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 prior to the issuance of any building permits. The PROJECT conforms to the requirements of the SD-5 Zoning District, as contained in Zoning Ordinance No. 11000. The existing comprehensive plan future land use designation - 4 - 99- 467 IN allows the proposed mix of commercial and residential 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. Pay all applicable fees due prior to the issuance of a building permit. 3. Allow the Miami Police Department to conduct a security survey, at the option of said Department, and to make recommendations concerning security measures and systems; and submit a report to the Department of Planning, prior to commencement of construction, demonstrating how the Police Department recommendations, if any, have been incorporated into the PROJECT security and construction plans, or demonstrate to the Director of Planning 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 -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 - 99- 467 S. Provide a letter of assurance from the Solid Waste Department that the PROJECT has addressed all of said Department's concerns. G. Prepare a Minority Participation and Employment Plan (including a Contractor/Subcontractor Participation Plan) to be submitted to the City of Miami's Director of Equal Employment Opportunity for review and comments, with the understanding that the APPLICANT must use its best efforts to follow the City of Miami's Minority/Women Business Affairs and procurement requirements as set forth in Section 18-136 of the Code of the City of Miami, Florida, as amended. 7. Record the following in the Public Records of Miami -Dade County, Florida: (a) a Declaration of Covenants and Restrictions providing that the ownership, operation and maintenance of all common areas and facilities will be by the property owner or a mandatory property owner association in perpetuity; and (b) a certified copy of the Development Order specifying that the Development Order runs with the land and is binding on the APPLICANT, its successors, and assigns, jointly or severally. 8. Demonstrate to the City of Miami that the PROJECT has either: (a) completed its condominium requirements and has been approved for such by the State of Florida; or (b) provided the City of Miami with an executed, recordable unity of title or covenant in -lieu of unity of title - 6 j - Q 99_ 467 Y agreement for the subject property subject to review by, and in a form acceptable to, the City Attorney. 9. Provide the Department of Public Works with plans for proposed sidewalk and swale area improvements for its review and approval prior to the issuance of a building permit. 10. Provide the Department of Planning with a temporary parking plan which addresses construction employee parking during the construction period, subject to the review and approval by the Department of Planning prior to the issuance of any building permits. 11. As may be required by the Departments of Fire -Rescue and General Services Administration, the roof area of the proposed structure shall be made available at no charge to the City of Miami for any necessary communications equipment. . 12. The APPLICANT shall retain the services of an archeological consultant who shall be responsible for conducting archeological monitoring of all ground disturbing activity as well as the subsequent recovery of artifacts. Said consultant shall work at the direction of the Miami -Dade County Archeologist and shall provide reports to both that office and to the City of Miami. THE CITY OF MIAMI SHALL: 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 - 7 - 9 89e 467 (30) day period to appeal from the provisions of the Permit. The Espirito Santo Plaza Project, proposed by the applicant, E.S. Properties, Inc., ("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 of Miami; 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 of Miami; 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 - 8 - 99- 467 r mitigated through conditions of this Major Use Special Permit. The proposed development does not unreasonably interfere with the achievement of the objectives of the adopted State Land Development Plan applicable to the City of Miami. Pursuant to Section 1305 of Zoning Ordinance No. 11000, the specific site plan aspects of the PROJECT i.e., ingress and egress, offstreet parking and loading, refuse and service areas, signs and lighting, utilities, drainage and control of potentially adverse effects generally have been considered and will be further considered administratively during the process of issuing individual building permits and certificates of occupancy. ' 9 99 - 4G7 EXHIBIT "B" Estoril Incorporated owns: Tract W of U.C.P. SUBDIVISION, according to the plat thereof as recorded in Plat Book 121, at Page 93 of the Public Records of Miami -Dade County, Florida. and E.S: Properties, Inc. owns: Lots 1, 2 and the westerly 10.00 feet of Lot 3, of HIGHLEYMAN'S SUBDIVISION, according to the plat thereof as recorded in Plat Book 1, at Page 184 of the Public Records of Miami - Dade County, Florida. , M!AMVPARDOA/1016265AsWI !.DQC14'07M a 99- 467 SYSTEMS. iNO. - SOUTHEAST 6954 N.W. 12 STREET, MIAMI, FLORIDA 33126 305-477-9149 0800-287-4799 • FAX 305-477-7526 condition FC 017 I } EXHIBIT "C" :Zoning District 80 - 51 1 1 1 1 1 1 i 1395 Dric ell Avenue Miami, Florida 33129 I ! 1--7 1 1 1 I site Data I h I I roes L.o1 Are r RM'S00 M tt I _ I '• Not LN Areas 1701.588 Isq. fL I 1 I I I ft. I I 1 1 I 1 I I oVW MMtpr 27,812 so. ni. Tt�taV —136-SWSQ.1L I 163.9�40 I I I { t I 1 I rowoao --`i - I oor its w I ReslWn o es I ToW alowable Floor Area : FAR I 570.3151iq tL _ ! 1588.625 SQ. R- 4.25 X Gr*w Lot Arsa) - 1 I Maxrrm Non-RaWaftal AW Area x FAR 1 I 4.vx811 . fG I 14w.125 fL ! 3251c rasa lest Ara& open space- 1 1Opm Soso ProvkScd I Open 115% Net Lnt Arse 1 I _ 1 I Grotted PKIW I -- I I JBrk*all Avarxto Yard-4 12.489 1 1 73th S`bli It Yard a r -m { I I I S.E- lam Street r 126D4 I I 31.7G4 1 1 I t I - - I [Total n Space • 31.7641sq. 1L 15.2351 !L kludding height,m ons I 1 13 I { (Provi 1492'-6- I t _ M a+vwze Wo Noi t d Reaftbon ! _ I od Tower 35 Flom I (Based on FEMA flood W* El. 14'-0-) 1 I 1 P 92 Levels I t28.4• I 35% of Tower I (Based on FEMA Aood line El. 14'-0') I _ ut m ron es i ! S.E. 13th Straot . 1368. - cr S.E. 14th S7ect Brielcall Avetive s 11>?5' - 0' I Ltt cft I I IPwo dtd 1tvlmimum Re uir S.E. 13th Smmt -- - - 115' - 0' ( I 115' - (Y_-^ I56-5- from Building Base Line) I I - -- . � -..w (Varianca RQquired) I .... S.S. lath:! i 15'•17 _ 15'-0' I Brickall Avenue •• ( - I 30' - 0• _ _ j _ - - __ - 30 - g• i Page 1 99- 467 Off avvei to n sow" pmtlw— Mk*nunl soamsm A&Wlr*d Allowed Rasklential nlb 1 opmr, oar unfit 2 unh 1" U" b ISO I" 298 Badness use 1 r $ t rswsqfL Ali. 767 7tf2 495 792 spams esmurant Uses 1 I000 4L t r 300 r>q, FAR= 23 76 Opaces He Rca t r tow . IL t owe per SW sq A FAR.• 6 15 10 ..... 20 7. psabTOW, 987 tliZ oa 1176 SPaces 2% Of iota Aft owable 20 AAA MinknW 13 ADA Mk iMUM 24 ADA Militlfnlutn Total- 1,007 Provided 20 HC PaRang configuramm' Owen Ground Floor EgIgn2 P 11 tt HC roUnd Level PWWn 65 3 HC_ Frost Level 132 i Level 65 ' Third P&W-ngLeval 65 Fourth Parldna Level las(4HCSpem FdIh erid Lewl 92 Sbm Level 189 2 MC Soo s Seventh Parka 92 Eighth EEN29 Level 102 Ninth Parldng Level 92 Tenth P Level 92 Eleventh EffmN Level 62 Twelfth ParPariam Level 43 Total Pang a 1,007 20 HC Spacee LosWing utrome Project FAR � uare Foa"Qc�— - — - Class ll Permii romired . Ft. l Berths r 25,000 to 5.00 G.S.F. 4 00WT.468 4 Berths at 12 x 35 fL . E add(tkrW $00 00 G:S.F. t Berth at 12 x Sa ft 12x3StL 124M -_ _ _ 12 x 35 fL Peps 2 j g9 46rl Tower Floor Arm Breakdown Floor Program Fir. to FAR Non - FAR Girgili L "I ft. "t. AM 35 ftiesidentiai 13'-4- T W 5,901 13,795 , 34 Resw IV-0* 101-0' 14.271 4.333 18,604 • -- 33 R"dom of 14 342 4,333 32 Reekfuwtiati 1 �10 -Cr 14.411 4.333 15.744 31 ResklentWl 10'-0' 14 478 4,333 18,809 30 Rpsidentiaf tf7.0' 14,538 14.597 4,333 18.671 28 Rook*-401 10'-0' 4,333 18.930 28 Rastdw" 10'-0' 14 654 4 33;i 18.997 27 ReskkhWal 101-V 14,404 4603 18.967 26 1 10'-0' 111moi 7.274 190" 25 _eskfeniya! ROWderav Atrium 10'-0' 11.871 7,247 19,118 24MZ MechanieW Meuanine 12-4' •- 0 19.193 10.193 24 Meehan' 10'-0' 01 19.240 10240 23 Office Hi- rs8 13'-4' W.W&I 1.875 12,843 22 Office Hi -Rio* _ 13'-4' 18,0731. 1,876 19.948 _ . 21 Office Hi -Rise 13'-4• 18,0751 1,875 -19,950 20 Office 13'-4° 1$.1241 1,875 19.90 19 Office 13'-4• 18.1691 1,875 20,044 18 Office Hi -Rife , , 1 13'-4• IS.2131 1,875 20,088 17 Of ice Hi-R"e 1 13'-4" 17 741 2383 20129 16 Ht-Rise IT-4• 17780 2.388 M158 _ 15 Office 3e 1 -4' 17,711 17.747 Z494 Z494 20" 20241 14 Office K-Rise _ 1 .4 13 Office Kt -Rise 13'-4- 17,777 2494 20,271 1_ 12 Office o- 13'-4' 17.507 2,4p4 20.301 _ 11 Office Lo-Rise 13'-4' 17,835 2 494 20=9 10 1 Office Lo-Riss 1 131-4' 17.861 2494 202M 9 offloeLa 1T-4' 17.885 Z494 20,379 8 Office LA- C.Se 13'-4' 17.907 2,494 20.401 _ 7 Office Lo-Riga 13'-4' 17.928 2.494 20,422 6 Moe L 13'-4' 17,341 3.098 20,439 5 OlfieaiTermce TFW 17,S80 2,897 20,457 4 Office 13'4' 25.563 11 4,301 30,984 3 Office 1T-4' 18,704 12.272 30,978 2 Bank 13'-4' 6,921 1.561 8,482 _ Restaurant 13'.4• 7.2M 1206 8,499 Open Lobby 14,005 ., 14,005 1 SWdkv Lobby 27-6' 4.371 3,359 7,730 _ _ -- Fd- Resida�ti:l Lo Fiestaurnnt/9ar BadReat. 13'-4'/ 23' C 2.429 5.511 0 _- 0 237 _ 2.429 13'-4° 1T-4' 13`-4' 6' 11 •-6' 2.639 2,876 _ Retail Bank Offices Parkkv 1,655 3.977 0 . _ 11655 3,977 0 22.724 _ 3,382 28.105 ubktala 197 1 orwr u Page 3 99— 467 Page 4 TOTAL P. 05 99- 467 hereby granted and issued. Section 12. In the event that any portion or section of this Resolution or the Development. Order (Exhibit "A") is determined to be invalid, illegal, or unconstitutional by a court or agency of competent jurisdiction, such decision shall in no manner affect the remaining portions of this Resolution or Development Order (Exhibit "A") which shall remain in full force and effect. Section 13. This Resolution shall become effective thirty (30) days after its adoption Y PASSED AND ADOPTED this 22nd day of June 1999. JOE CAROLLO, MAYOR In accordance with (Miami Code Sec. 2-36, sine the Mpycr r'id ;lot indir-3±,= approve i of this legislation by signing it in the designated place prm(ided, sFz, + , .r °�:,t;c,r ! )"".V becomes effective with the elapse of ten (10) day. rom the dates • "-orrani"•Gil regarding same, without the Mayor exorcist a �. ATTEST: Wafter J Fo, an City Clerk WALTER J. FOEMAN, CITY ERK APPROVED Tg"'FOR► A/ D 2ORRECTNESS ti TTORNEY 92:GMM:hdb:BSS 1� If the Mayor does not sign this Resolution, it shall become effective at the end of ten calendar days from the date it was passed and adopted. If the Mayor vetoes this Resolution, it shall become effective immediately upon override of the veto by the City Commission. - 7 - i PZ- 1 PLANNING FACT SHEET APPLICANT Adrianne F. Pardo, Esq. for Estoril Inc. HEARING DATE May 19, 1999. REQUEST/LOCATION Consideration of a Major Use Special Permit for the Espirito Santo Plaza Project located at approximately 1395 Brickell Avenue. LEGAL DESCRIPTION Complete legal description on file with the Hearing Boards Office. PETITION Consideration of approving a Major Use Special Permit for the Espirito Santo Plaza Project located at approximately 1395 Brickell Avenue in order to allow a 35 story building which will include 384,869 square feet of office, 10,898 square feet of bank offices, 7,592 square feet of retail, 15,353 square feet of restaurant and bar space, 144 residential units and, a 9,785 square feet health club. PLANNING RECOMMENDATION BACKGROUND AND ANALYSIS PLANNING ADVISORY BOARD CITY COMMISSION Approval with conditions. Please see attached analysis. Approval N/A APPLICATION NUMBER 99-014 NOTE: 6-1 Item #2 CITY OF MIAMI . PLANNING DEPARTMENT 444 SW 2"0 AVENUE, 3R0 FLOOR # MIAMI, FLORIDA, 33130 PHONE (305) 416-1400 1 99- 467 ANALYSIS FOR MAJOR USE SPECIAL PERMIT Espirito Santo Plaza CASE NO: 99-014 The requested Major Use Special Permit is for the purpose of allowing a Mixed -use Office -Residential project consisting of approximately 437,681 square feet of nonresidential uses (specifically comprised of 384,869 sq.ft. of office, 10.898 sq.ft. of bank office, 7,592 sq.ft. of retail, 15,353 sq.ft. of restaurant and bar space and 9,785 sq.ft. of health club) and 144 residential units with accessory recreational uses and approximately 1007 parking spaces for the property located at approximately 1395 Brickell Avenue within the Downtown NET Area. This Major Use Special Permit also encompasses the following lower ranking permits and variance: CLASS I SPECIAL PERMIT as per Article 9, for a Federal Aviation Authority Clearance letter; CLASS I SPECIAL PERMIT as per Article 9, Section 906.6 for active recreational facilities (including a swimming pool); CLASS I SPECIAL PERMIT as per Article 9, section 917.1.2 for Valet Service; CLASS II SPECIAL PERMIT as per Article 9, Section 923 for reduction in loading berth dimensions; CLASS II SPECIAL PERMIT as per Article 6, Section 605.3, for new construction in the SD-5 District; CLASS II SPECIAL PERMIT as per Article 6, Section 605.5.2, for outdoor service of food/drink/shelter in the SD-5 District; CLASS II SPECIAL PERMIT as per Article 6, Section 605.11, for signage in the SD-5 District; r CLASS II SPECIAL PERMIT as per Article 9, Section 908.2, for access from a public street with widths greater than 25 feet; i �_• SPECIAL EXCEPTION as per Article 6, Section 605.4.3(2) to allow a Bar/Lounge open to the public within the SD-5 District; and VARIANCE for North side setback (15 feet required, 10 feet provided), as per City of Miami Zoning Ordinance, Article 6, Section 605.8. 99- 467 Pursuant to Articles 13 and 17 of 'Zoning Ordinance I1000, approval of the requested Major Use Special Permit shall be considered sufficient for the subordinate permits requested and referenced above as well as any other special approvals required by the City which may be required to carry out the requested plans. In determining the appropriateness of the proposed residential project, the Planning Department has referred this project to the Large Scale Development Committee (LSDC), the City of Miami Preservation Officer, and the Urban Development Review Board (UDRB) for additional input and recommendations; the following findings have been made: It is found that the proposed office -residential development project will benefit the City by creating new office and housing opportunities for residents, employees and businesses for the area. It is found that the project was reviewed by the Large Scale Development Committee on December 7, 1998 and has modified the proposed project to address the expressed technical concerns raised at said Large Scale Development Committee meeting; however, additional design details related to sidewalk and swale area improvements will have to be submitted at the time of permitting. • It is found that the applicant should submit a parking plan for construction employees while the new building is under construction; said parking plan shall be subject to the review and approval by the Planning Department prior to the issuance of any building permits. • It is found that the UDRB has recommended approval of the proposed project pursuant to a public meeting held on April 14, 1999. • It is found that per the Fire and GSA Departments of the City, the roof of the proposed structure may be required for communications equipment to serve the City; this are should be made available for said use at no charge to the City. • It is found that the project was reviewed by the City of Miami Preservation Officer and that a recommendation was made that archeological monitoring be conducted in the manner set forth in the condition described below. • 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. 09_ 46` i Based on these findings, the Planning Department is recommending approval of the requested Residential Planned Unit Development Project with the following conditions: 1. The approval of this Major Use Special Permit shall be subject to the recordation of the following documents prior to the issuance of any building permits for the proposed project: a. Unity of Title or covenant in lieu thereof providing that the ownership, operation and maintenance of all common areas and facilities will be by the property owner or a mandatory property owner association in perpetuity or completion of the State of Florida condominium process which assures the same compliance. b. Development Order specifying that the Development Order runs with the land and is binding on the Applicant, it successors and assigns, jointly or severally. 2. Pursuant to the Department of Public Works, the property requires plans for proposed sidewalk and swale area improvements prior to the issuance of a building permit. 3. Pursuant to the Fire and GSA Departments, the roof area of the proposed structure shall be made available to the City of Miami for any necessary communications equipment at no charge to the City. 4. Submittal of a parking plan for construction employees while the new building is under construction; said parking plan shall be subject to review and approval by the Planning Department prior to the issuance of any building permits. 5. The applicant shall retain the services of an archeological consultant who will be responsible for conducting archeological monitoring of all ground disturbing activity as well as the subsequent recovery of artifacts. Said consultant shall work at the direction of the Dade County Archeologist and shall provide reports to both that office and to the City. 6. This approval shall also be subject to all additional conditions as specified in the attached Development Order. 3 0s- 467 W—,a—`Te. 1 3 Eebb ^` B n o ° S T S W 9 S' 3 c T o f� o°,I •. ''I{ • 1 \ I4 III IO �` � ° t'• � _/ / �$ ' 72 QV ° 101 r'V I > I:• f 1 10 7 Itt�7 E O ° ` o • O ° O 7-r ST SW. '0ST g S \.��`oQo o + 75 r--�- s 73 • Q pppO�O o Q $ I J 74 ° i u/ s $ 1 ! r1 , , I ,� q O ° '1..0 Op0 O �' S T m S. W I I +, a o D rE �nrSJap $ ep S D .,� CITY o �` 8 S CAP c v' t; O o ® 3a pop I. yo Ir 11 V% y° Y YSfl�,p o 71 Zj I,• 94 f� S o° Im 12 ST o c Cr ,a 6 u 7• i a s• I a s o p OrfLt D a I e IUO o s1+oRE F° 90 > 99 SOR •E N ooq P!?OE a R .,I s CUTSCIHDE OOLcM / _ t1 D° $ N�ry /2 rp4, SU SOa / ii •. fa p •,aC 7y 1N O 13 —�'STL� s. E., 4 , A rvB gT I D „ o ° Q•I •1 1 O ° ..c s • a, s . i �: $ S(/BDIVIS/ 94 L��i rRACr_ ONA_a 1. „ 1 > • o �U1Q a r ,. $ S.W. 14 ST, ...;x��. 7 0 gT • r• �S,E' •r •� �� o 16 ° „ q FOR ••/4 - •� ° `o • SW. 14 TERR. D V rqa PCgZ • s 1"7O c • `, " , 1, ,! G1 P4 �� �• 4 Y•' `' O r0 , ,1 1 ,, to 0 I tiP°.� •G�PP SOS 4+aj • ,+r, c >` ar „ _ fi' at` 1elQ PIL QP � e +a •/9 , ..• >' '' elO ,, 4 �, ` Pa 9 • '+.. SUB E SOSTA BELLp v /f 'fl• ' Q• , ,o + ,•'t AC SUB. ,e Tr 'p• s- i .' _ \,```� `a ` ' `•� ` tat `n � �i�(// ', O k ,j a 467 .� I FGEPIF, z .41 r ty 4- C, 7 RESOLUTION PAB -20-99 A RESOLUTION RECOMMENDING APPROVAL OF A MAJOR USE SPECIAL PERMIT FOR THE ESPIRITO SANTO PLAZA PROJECT LOCATED AT APPROXIMATELY 1395 BRICKELL AVENUE IN ORDER TO ALLOW A 35 STORY BUILDING WHICH WILL INCLUDE 384,869 SQUARE FEET OF OFFICE, 10,898 SQUARE FEET OF BANK OFFICES, 7,592 SQUARE FEET OF RETAIL, 15,353 SQUARE FEET OF RESTAURANT AND BAR SPACE, 144 RESIDENTIAL UNITS AND A 9,785 SQUARE FOOT HEALTH CLUB, SUBJECT TO THE FOLLOWING CONDITIONS: 1) THE APPROVAL OF THIS MAJOR USE SPECIAL PERMIT SHALL BE SUBJECT TO THE RECORDATION OF THE FOLLOWING DOCUMENTS PRIOR TO THE ISSUANCE OF ANY BUILDING PERMITS FOR THE PROPOSED PROJECT: a) UNITY OF TITLE OR COVENANT IN LIEU THEREOF PROVIDING THAT THE OWNERSHIP, OPERATION AND MAINTENANCE OF ALL COMMON AREAS AND FACILITIES WILL BE BY THE PROPERTY OWNER OR A MANDATORY PROPERTY OWNER ASSOCIATION IN PERPETUITY OR COMPLETION OF THE STATE OF FLORIDA CONDOMINIUM PROCESS WHICH ASSURES THE SAME COMPLIANCE; b) DEVELOPMENT ORDER SPECIFYING THAT THE DEVELOPMENT ORDER RUNS WITH THE LAND AND IS BINDING ON THE APPLICANT, ITS SUCCESSORS AND ASSIGNS, JOINTLY OR SEVERALLY; 2) PURSUANT TO THE DEPARTMENT OF PUBLIC WORKS, THE PROPERTY REQUIRES PLANS FOR PROPOSED SIDEWALK AND SWALE AREA IMPROVEMENTS PRIOR TO THE ISSUANCE OF A BUILDING PERMIT; 29- 467 3) PURSUANT TO THE FIRE AND GSA DEPARTMENTS, THE ROOF AREA OF THE PROPOSED STRUCTURE SHALL BE MADE AVAILABLE TO THE CITY OF MIAMI FOR ANY NECESSARY COMMUNICATIONS EQUIPMENT AT NO CHARGE TO THE CITY; 4) SUBMITTAL OF A PARKING PLAN FOR CONSTRUCTION EMPLOYEES WHILE THE NEW BUILDING IS UNDER CONSTRUCTION; SAID PARKING PLAN SHALL BE SUBJECT TO REVIEW AND APPROVAL BY THE PLANNING DEPARTMENT PRIOR TO THE ISSUANCE OF ANY BUILDING PERMITS; 5) THE APPLICANT SHALL RETAIN THE SERVICES OF AN ARCHEOLOGICAL CONSULTANT WHO WILL BE RESPONSIBLE FOR CONDUCTING ARCHEOLOGICAL MONITIORING OF ALL GROUND DISTURBING ACTIVITY AS WELL AS THE SUBSEQUENT RECOVERY OF ARTIFACTS. SAID CONSULTANT SHALL WORK AT THE DIRECTION OF THE DADE COUNTY ARCHEOLOGIST AND SHALL PROVIDE REPORTS TO BOTH THAT OFFICE AND TO THE CITY; AND 6) THIS APPROVAL SHALL ALSO BE SUBJECT TO ALL ADDITIONAL CONDITIONS AS SPECIFIED IN THE ATTACHED DEVELOPMENT ORDER. HEARING DATE: May 19, 1999 ITEM NO. 2 VOTE: 6-1 ATTEST: 64 ,Anx ela ert-Sanchez, Director Planning Department 2(9_ 4G7 :. CITY OF MIAMI DEPARTMENT OF PLANNING AND DEVELOPMENT APPLICATION FOR MAJOR USE SPECIAL PERMIT rr IS WIENDED THAT MAJOR USE SPECIAL PERMITS BE REQUIRED WHERE SPECIFIED USES AND/OR OCCUPANCIES INVOLVE MATTERS DEEMED TO BE OF CnYWME OR AREA -WIDE IMPORTANCE. THE CM COMMISSION SHALL BE SOLELY RESPONSIBLE FOR DSIERMNATIONS ON APPLICATIONS FOR MAJOR USE SPECIAL PERMITS. (SEE AR77CLE 17 OF ORDINANCE 11000. ASAMENDED, THE ZOMNG ORDINANCE OFTRE CnT OFAtUX,, FLORIDA) THE CITY COMMISSION SHALL REFER ALL APPLICATIONS FOR MAJOR USE SPECIAL PERMITS TO TIM PLANNING ADVISORY BOARD AND TO ME DIRECTOR OF THE DEPARTMENT OFF PLANNING AND DEVELOPMENT FOR RECOMMENDATIONS, AND MAY MAKE REFERRALS TO AGENCIES, BODIES, OR OFFICERS, EITHER THROUGH THE DEPARTMENT OF PLANNING AND DEVELOPMENT OR DIRECTLY, FOR REVIEW, ANALYSIS ANDJOR TECHMCAL FINDINGS AND DETERMINATIONS AND REPORTS THEREON. (SEE SECTION 1301.5 OF ORDINANCE 11000. AS AMENDED, THE ZOMNG ORDNANCE OF THE C17YOFPCAW, FLORIDA) SECTION 2-653 OF THE CODE OF THE CITY OF MIAMI, FLORIDA, AS AMENDED, GENERALLY REQUIRES ANY PERSON WHO RECEIVES COMPENSATION, REMUNERATION OR EXPENSES FOR CONDUCTING LOBBYING ACTIVrtTFS TO REGISTER AS A LOBBYIST W11 THE CriY CLERK, PRIOR TO ENGAGING IN LOBBYING ACMTrMS BEFORE CrN STAFF, BOARDS, COMMITTEES AND TFIE CITY COMMISSION. A COPY OF SAID ORDINANCE IS AVAILABLE IN THE OFFICE OF THE CrIY CLERK NIAMI CITY HALL), LOCATED AT 3500 PAN AMERICAN DRIVE, MIRK FLORIDA, 33133. NOTE. = APPMC477ON)IIUST BE TYPEW=ENAND SIGNED INBLACHW& Estoril Incorporated I, ,Adrienne F .Pardo ; o n b e h a 1 f o f hereby apply to the Director of the Department of Planning and Development of the City of Miami for approval of a Major Use Special Permit under the provisions of Article 17 of the City of Miami Zoning Ordinance. Property Address: 1395 Brickell Avenue, Miami, Florida Nature of proposed use (be specific): Reouest for a Major Use Soecial Permit pursuant to Article 17 of the Zoning Ordinance and see attached Exhibit 111". APPLICATION MATERIALS I attach the following in support and explanation of the application: 1. Two original surveys, prepared by a State of Florida Registered Land Surveyor within one year from the date of application. 2. Affidavit disclosing ownership of property covered by application and disclosure of interest form (attach forms 4-83 and 4a-83 to application). Page 1 of 2 S 467 APPLICATION NSATERIALS (continued) I attach the following in support and explanation of the application: C� 3. Certified Iist of owners of real estate within a 375-foot radius from the outside boundaries of property (attach form 643 to application). IN 4. Maps of the: a) Existing zoning designation. b) Adopted comprehensive plan designation for areas on and around the property. 13 5. General location neap showing relation to the site or activity to major streets, schools, existing utilities, shopping areas, important physical features in and adjoining the project, and the like. L� 6. Concept Plan a) Site plan and relevant information per Section 1304.2.l d-h. b) Relationships to surrounding existing and proposed futures uses and activities, systems and facilities, per Section 1702.3.2a. c) How concept affects existing zoning and adopted comprehensive plan principles and designations; tabulation of any required variances, special permits, changes of zoning or exemptions, per Section 1702.3.2b. ' 7. Developmental Impact Study (an application for development approval for a Development of Regional Impact may substitute). ❑ 8. Other (be specific): - - 9. Fee of $ 4 5 , 0 0 0 , for the Major Use Special Permit, based on current fee schedule as set forth in Chapter 62 of the Code of the City of Miami, as amended. ❑ 10. Additional fee of S 5 7 , 0 31 . 5 0, for any required special permits, changes of zoning or variances set forth in chapter 62 of the Code of the City of Miami, as amended. �r Total Fee: $ 102 0 3 1.50 Signature Name Adrienne F. Pardo Address 1221 Brickell Avenue, Miami, F1 33131 Phone/Fax 1305) 579-068---V (305) 579-0717 Date April 7, 1999 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 SPECIFIES THE CONDITIONS UNDER WHICH THIS MAJOR USE SPECIAL PERMIT APPLICATION IS APPROVED; IF APPROVED BY THE CITY COMMISSION, SAID RESOLUTION AND DEVELOPMENT ORDER SHALL, UPON EXECUTION THEREOF, BE TRANSMITTED TO THE OWNER OR AUTHORIZED AGENT AT THE ADDRESS SPECIFIED ABOVE. Page 2 of 2 2 9— 467 t. STATE OF FLORIDA COUNTY OF MIA.MI-DADE The foregoing instrument was acknowledged before me this 7th day of April 19 99 , by Adrienne F. Pardo who is personally known to me or who has produced- as identification and who did (did not) take an oath. Name: Notary Public -State. pt,NOTpRYSFAL commission No.: MARLSOLRCONZAM My Commission ErCS=10NN0-CCMWC SrATE of FIDMA COMMSSION E9CP.5EPr 172= STATE OF FLORIDA COUNTY OF Ni"-DADE The foregoing instrument was acknowledged before me this . day of 19 , by of a He/She is personally known to me or has produced and who did (did not) take an oath. corporation, on behalf of the corporation. as identification Name: Notary Public -State of Florida Commission No.: My Commission Expires: ##*#*####**#*#####+**#•*ot►t#•t*A#*t#i*#######*#t*#ttt*i#ii#*#t###**#t*t:####***#*t#########ti## STATE OF FLORIDA COUNTY OF MIAMI-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: f s�-- 467 r ■�.�i .� Exhibit "1" 1395 Brickell Avenue Zoned (SD-5) ALU.S.P. MAJOR USE SPE( TAjL PERMIT, per Articlel7 for 437,681 s.f. non- residential areas. MAJOR USE SPECIAL PERMIT, per Artieles17 for 1007 parking spaces. VARIANCE for North side setback ( 15 feet required, 10 fect provided), as per City of Miami Zoning Ordinance 11,000 as amended Article 6, Section 605.8. PER City of Miami Zoning Ordinance 11000, this Major Use also encompasses the following special permits: SPECIAL EXCEPTION as per Article 6, Section 605.43(2) to allow a Bar/Lounge open to the public within the SD-5 district. CLASS I SPECIAL PERMIT as per Article 9, Section 915.2 for a Federal Aviation Authority clearance letter; CLASS I SPECIAL PERMIT as per Article 9, Section 917.1.2 for Valet Service. CLASS I SPECIAL PERMIT as per Article 9, Section 906.6 for Pool/Outdoor Recreational Area CLASS II SPECIAL PERMIT as per Article 9, Section 923.4 providing a total of five (5) 12 x 35 loading berths, including the reduction of one from 12 x 55 to 12 x 35. CLASS II SPECIAL PERMITS as per Article 6, Section 605.3, for new construction in the SD-5 District. CLASS II SPECIAL PERMIT as per Article 9, Section 908.2 for access from a public street with widths greater than 25 feet. 99 - 467 food/drink/shelter. CLASS 11 SPECLAL PERMIT as per Ardcle 6 Sectim 605.11 for signage. a 206pblet Dee z Insp=wr U n 29- 467 ESPIRITO SANTO PLAZA MAJOR USE SPECIAL PERMIT 1. Section 1304.1.1 Application forms; supplementary materials (a) Statements of ownership and control of the proposed development of activity. The Disclosure of Ownership and Ownership Affidavit are provided in Article I. (b) Statement describing in detail the character and intended use of the development or activity. The property is located at 1395 Brickell Avenue, Miami, Florida. Espirito Santo Plaza will comprise a 35 story building which will include 384,869 square feet of office, 10,898 square feet of bank offices, 7,592 square feet of retail 15,353 square feet of restaurant and bar space, 144 residential units, and a 9,785 square foot health club. The building will contain 35 floors. Floors 2 through 23 will be for general office space, the 24 h and 24 h mezzanine floors will contain the main mechanical systems for the building, and floors 25 through 35 will contain 144 luxury residential units. The building will have pedestrian access from all sides. The parking for the tower will be in an adjacent 1028 space garage, accessible by a covered pedestrian bridge. Valet parking will also be available to tenants and patrons of the building. The building will be situated on the western portion of the site with frontage along Brickell Avenue for east -west exposures, thus maximizing the bay and city views. The retail shops and restaurant will front on 13'h and le Streets and on the interior pedestrian courtyard. The main entrances to the building will be on Brickell Avenue and from the east side from the internal access road and pedestrian bridge. The main Brickell Avenue entrance (pedestrian only) features a bridge traversing a curved reflection pond that wraps the base of the building. Entrance to the parking garage will be through two entry locations from Southeast 13`h and 141h Streets. Guests will be able to S9- 467 choose between valet parking or self parking. The service area for the building will be on S.E. 13`h Street and concealed from street visibility. The first floor will house the office tower lobby, residential lobby, banking lobby, restaurant, retail shops, and the covered pedestrian bridge. The ground floor will consist mostly of building service areas, storage, parking, and FPL transformer vault. Drawings showing the architectural character and location of the intended uses are included under Tab 6 of the Supporting Documents. (c) General location map, showing relation of the site or activity for which special permit is sought to major streets, schools, existing utilities, shopping areas, important physical features in and adjoining the project or activity and the like. The following exhibits are included with the Major Use Special Permit Application: (1) Aerial: Aerial photograph of the surrounding area indicating the project site. (2) Area Context Map/Site Aerial: Map of the project area indicating buildings and their functions that surround the site. (3) Location Map: Map of the surrounding street system indicating the project location. (d) A site plan containing the title of the project and the names of the project planner and developer, date, and north arrow and, based on an exact survey of the property drawn to a scale of sufficient size to show: The general information requested is shown on the Context Plan and Ground Floor Plan, Sheets A-100 and A-101 provided under Tab 6 of the Supporting Documents. The site plan includes the following: (1) Boundaries of the project, any existing streets, buildings, watercourses, easements and section lines; 2 S 0� -'"1 The boundaries of the project and the location of existing streets and easements are shown on the Survey located under Tab 5 of the Supporting Documents. (2) Exact location of all buildings and structures; The exact location of the existing building located on the property is shown on the Boundary Survey under Tab 5. The location of the building to be constructed is shown on the Context Plan Sheet A-100 and the Ground Floor Plan sheet A-101 located under Tab 6 of the Supporting Documents. (3) Access and traffic flow and how vehicular traffic will be separated from pedestrian and other types of traffic; Vehicular access for the project will be from Southeast 13th and 14th Streets. Access to the parking garage for self and valet parking will be accessed from 13`h and 14"' Streets. Valet parking will be located from 13th Street. The project can be accessed by pedestrians from Brickell Avenue, as well as 13t' and 14t' Streets and the intemal road. The plazas that will surround the building and garage will create a pedestrian friendly urban environment. A detailed analysis of the site access and traffic flow is provided in the Traffic Impact Analysis located under Tab 2 of the Supporting Documents. (4) Off-street parking and off-street loading areas; The off street parking facility is located within the parking garage levels ground floor through 12t' floor The parking structure will have 1028 parking spaces which will support the entire development. The garage is shown on Sheets A-101 through A-107, A-115 and A-116, provided under Tab 6 of the Supporting Documents. The Zoning Ordinance requires five loading bays. All loading bays will be 12 ft. x 35 ft. The clearance for all hotel loading bays is 15 feet. Service areas are shown �9- 467 1 on the Ground/Floor Plan, Sheet A-101, under Tab 6 of the Supporting Documents. (5) Recreational facilities locations; The 13th level of the parking garage building will serve as a recreation deck for the development and will include indoor and outdoor amenities. The indoor recreational facilities will include: exercise rooms, spa, Jacuzzi, lockers, bathrooms and showers. Exterior facilities will include a pool, tennis court, garden and sun deck. There will also be a cafe and bar, as well as a garden and trellis covered pergola. Thus, creating the atmosphere of a courtyard for the use of the office tenants and residents. These facilities are shown on the architectural Plan A- 117, and on the Landscape Plans under Tab 6 of the Supporting Documents. (6) Screens and buffers; Along 6rickell Avenue and 13t' and 14th Streets, trees will create a canopy of coverage. Landscaped areas are indicated on the Architectural and Landscape Plans located under Tab 6 of the Supporting Documents. (7) Refuse collections areas; Waste collection will be provided by a containerized compactor system .located within the service area in the building. in addition, the project will have a high rise recycling system for the residential units. These facilities are shown on the architectural Plan, Sheet A-101 and A- 110, located under Tab 6 of the Supporting Documents. (8) Access to utilities and points of utilities hookups; Access and connections to site utilities are discussed in the Site Utility Study located under Tab 3 of the Supporting Documents. (e) Tabulations of total gross acreage in the project and the percentages thereof proposed to be devoted to: 4 �q_ LI e (1) The various permitted uses; Building 46% of gross lot area (footprint 63,940 square feet) Open area, plazas, exterior courts and streets: 31,764 square feet 31.2% of net lot area (2) Ground coverage by structures Ground coverage by the structures is 46% of the total gross lot area. (f) Tabulation showing the following: (1) The derivation of numbers of off-street parking and off- street loading spaces shown in (d) above. The total number of off-street parking spaces required is 672 spaces and the total number of spaces provided will be 1028. Derivation of the number of off-street parking is shown on the } Architectural Plan Sheet PD-1, located under Tab*6. (2) Total project density in dwelling units per acre. Total project density is 61.5 units per net acre. (g) If common facilities (such as recreation areas of structures, private streets, common open space, etc.) are to be provided for the development, statements as to how such common facilities are to be provided and permanently maintained. All common facilities provided will be maintained by the Owner. (h) Storm drainage and sanitary sewerage plans. Storm drainage, water distribution, waste water and solid waste generation provisions are discussed in the Site Utility Study located under Tab 3 of the Supporting Documents. M Architectural definitions for buildings in the development; exact number of dwelling units, sizes, and types, together with typical floor plans of each type. 5 Detailed information and breakdown of square footage of all uses are found under Project Criteria within The Project Summary, included under Tab 6 of the Supporting Documents. Typical floor plans for the office levels are shown on the Architectural Floor Plans A-103 through A-109. Typical floor plans for residential units are shown on the Residential Floor Plans, included in Sheet A-111 and A-114. All drawings are located under Tab 6 of the Supporting Documents. U) Plans for signs, if any. Building signage area of approximately 8-0" high and 46-11 "wide on the north and south sides of the building. There will also be building identification signage over the Brickell Entrance. (k) Landscaping plan, including types, sizes and locations of vegetation and decorative shrubbery, and showing provisions for irrigation and future maintenance. The landscape plans showing vegetation are found on the Landscape Plan, Sheet L-102 - L-105. All landscape plans are located under Tab 6 of the Supporting Documents. (1) Plans for recreation facilities, if any, including location and general description of buildings for such use. The 13'' level of the parking garage will serve as a pool and recreational deck for the residential units ,and members of the Health Club. A garden area at the lobby level will provide a visual accent for the lobby. Exterior facilities will include a swimming pool, tennis court, garden and sun decks, with trellis and pavilion structure. On the 13`h level, a health spa will adjoin the pool deck and include a fitness center, spa, steam and sauna rooms, and Jacuzzi with access to the sun decks. The health spa and recreational facilities will be for use of residents and members. (m) Such additional data, maps, plans, or statements as may be required for the particular use or activity involved. The details of the spaces and calculations used to compute the Floor Area Ratio (FAR) are shown on the FAR 101-FAR 108 Plan provided under Tab 6 of the Supporting Documents. 6 99- 467 I w (n) Such additional data as the applicant may believe is pertinent to the proper consideration of the site and development plan. Sections and elevations depicting the architectural character of the building are shown on the Buildings Elevations, Sheets A-201 thru A-208. All elevations and sections are located under Tab 6 of the Supporting Documents. 2. Section 1702.2.1 General Report. (1) Property ownership and beneficial interest within the boundaries of the area proposed for Major Use Special Permit. Statement of Ownership and beneficial interest within the boundaries of the area proposed for Major Use Special Permit are provided in Article I. (2) The nature of the unified interest or control. The nature of unified interest or control is indicated in Article 1. (3) Survey of the proposed area showing property lines and ownership. A copy of the Surveys are included under Tab 5 of the Supporting Documents. (4) Map of existing features, including streets, alleys, easements, utilities lines, existing land use, general _topography, and physical features. The existing site features and utility lines are shown on the Boundary Survey of the property located under Tab 5. The site features and the utilities are also described in the Site Utility Study, located under Tab 3 of the Supporting Documents. (5) Materials to demonstrate the relationship of the elements listed in (4) preceding to surrounding area characteristics. The Drawings Submitted with this Application are located under Tab 6 of the Supporting Documents. 99- 467 (6) Existing zoning and adopted comprehensive plan designa- tions for the area on and around the lands proposed for Major Use Special Permit. The existing zoning designation for the property pursuant to City of Miami Ordinance No. 11000 and Page 37 of the Zoning Atlas Map which is located in Article I, indicates the existing and surrounding zoning. The zoning designation for the property is SD-5. The comprehensive plan future land use designation for the property is Office. The zoning and the comprehensive plan designation are consistent with one another. 3. Section 1702.2.2 Major Use Special Permit Concept Plan. (a) Relationships of the concept plan to surrounding existing and proposed future uses, activities, systems, and facilities (transportation, recreation, view corridors, pedestrian systems, service systems and similar uses. Article II contains a written narrative of this project outlining proposed uses, activities and architectural character. This narrative also contains descriptions of the project's relationship to traffic, pedestrian movements, and transportation access. Building elevations, sections and perspectives showing the proposed materials, vertical profile and height, and orientation to streets are included in the drawings submitted with this Application. The list of drawings submitted is found under Tab 6 of the Supporting Documents. , (b) , r_ ► Existing zoning and adopted comprehensive plan principles and designations. This project conforms to the SD-5 zoning district designation for this property. The comprehensive plan future land use designation conforms with the land use designation currently in effect for this property. 4. Section 1702.2.3 Developmental Impact Study. (a) A traffic analysis shall be submitted for an area within approximately 1/4 mile of the site, or an area including the major intersections to be impacted by the site, whichever is larger. 8 99- 467 The Traffic Impact Analysis is included under Tab 2 of the Supporting Documents. (b) Economic impact data shad be provided, including estimates for construction costs, construction employment, and permanent employment and shall demonstrate that the proposed development is favorable to the economy, public services, environment and housing supply of the City. The Economic Impact Study is included under Tab 4 of the Supporting Documents. (c) A housing impact assessment. There will be 144 residential units within the development. The average sales price will range from $150,000 to $500,000. (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 glass and the roof. Tinted glass will be used throughout the building. Electrically, all exterior and landscape lighting will be controlled by means of time clocks and photocell switches. Energy saving lamps, ballasts and fixtures are being considered at cores and public spaces. , (e) Historic Buildings There are no existing historic structures located on the property. (f) Environmental Zone 'UPARDOAJ10080WkftO1 I.D=A/DM The Property is not located within an environmental preservation district. 9 6 " Case Number: 1999-0217 Location: Legal: Applicant: ZONING FACT SHEET 17-May-99 Item No: Approx. 1395 Brickell Avenue (Complete legal description on file with the Office of Hearing Boards) Estoril Inc. 1395 Brickell Avenue Adrienne F. Pardo, Esq. 1221 Brickell Avenue Miami, FL 33131 Miami, FL 33131 App. Ph: (305) 371-3500 Rep. Ph: (305) 579-0683 ext Rep. Fa U — ext Zoning: SD-5 Brickell Avenue Area Residential -Office District Request: Special Exception as part of a Major Use Special Permit for Espirito Santo Plaza as listed in Ordinance No. 11000, as amended, the Zoning Ordinance of the City of Miami, Article 6, Section 605.4.3, Permitted only by Special Exception, to allow a Bar/Lounge open to the public within the SD-5 District. Purpose: Recommendations: Planning Department: Approval Public Works: No comments Plat and Street Committee: N/A 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: Please see attached. Zoning Board Resolution No: ZB 1999-0180 Zoning Board: Approval Vote: 8-0 4 3J-- 467 Analysis for a Special Exception component of a MAJOR USE SPECIAL PERMIT for the ESPIRITO SANTO PLAZA PROJECT located at 1395 Brickell Avenue CASE NO. 1999-0217 Pursuant to Ordinance 11000, as amended, the Zoning Ordinance of the City of Miami, Florida, the subject proposal for the Espirito Santo Plaza Project has been reviewed to allow the following Special Exception as a component of a Major Use Special Permit: • Special Exception per Article 6, Section 605.4.3 (2) to allow a Bar/lounge within the SD-5 district; The following findings have been made: • It is found that the proposed project will benefit the Downtown District by creating new housing and office space opportunities for area businesses and potential residents of Downtown Miami. • It is found that the subject of this Special Exception, specifically a Bar/Lounge, for the proposed project is completely within the scope and character of the project given that it is a very high density, luxury office -residential project to be located along Brickell Avenue. • 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. • It is found that this approval shall be subject to all additional conditions specified in the Final Development Order of the Major Use Special Permit for the project. Based on these findings, the Planning Department is recommending approval of the requested as presented. c; J_ 467 Miami Zoning Board Resolution: ZB 1999-0180 Monday, May 17, 1999 Mr. Charles J. Flowers offered the following Resolution and move its adoption Resolution: AFTER, CONSIDERING THE FACTORS SET FORTH IN SECTION 1305 OF ORDINANCE NO. 11000, AS AMENDED, THE ZONING BOARD RECOMMENDED APPROVAL TO THE CITY COMMISSION OF THE SPECIAL EXCEPTION AS PART OF, A MAJOR USE SPECIAL PERMIT FOR ESPIRITO SANTO PLAZA AS LISTED IN ORDINANCE NO. 11000, AS AMENDED, THE ZONING ORDINANCE OF THE CITY OF MIAMI, ARTICLE 6, SECTION 605.4.3, PERMITTED ONLY BY SPECIAL EXCEPTION, TO ALLOW A BAR/LOUNGE OPEN TO THE PUBLIC WITHIN THE SD-5 DISTRICT FOR THE PROPERTY LOCATED AT APPROXIMATELY 1395 BRICKELL AVENUE LEGALLY DESCRIBED AS TRACT "A" OF U.C.P. SUBDIVISION (121-93), PUBLIC RECORDS OF MIAMI- DADE COUNTY, FLORIDA; ZONED SD-5 BRICKELL AVENUE AREA RESIDENTIAL -OFFICE DISTRICT. THIS SPECIAL EXCEPTION WAS RECOMMENDED FOR APPROVAL TO THE CITY COMMISSION PER PLANS ON FILE WITH A TIME LIMITATION OF TWENTY-FOUR MONTHS IN WHICH A BUILDING PERMIT MUST BE OBTAINED. Upon being seconded by Mr. Ricardo D. Ruiz, the motion was passed and adopted by the following vote: Mr. George Barket Away Ms. Gloria M. Basila Yes Mr. Charles J. Flowers Yes Ms. Ileana Hemandez-Acosta Yes Mr. Osvaldo Moran-Ribeaux Yes Mr. Humberto J. Pellon Yes Mr. Fidel A. Perez Yes Mr. Juvenal Pina Yes Mr, Ricardo D. Ruiz Yes Ms. Fernandez: Motion carries 8-0 AYE: 8 NAY: 0 ABSTENTIONS: 0 NO VOTES: 0 ABSENTS: 1 i 1 Teresit:a L. Fernandez, Chief Office of Hearing Boards Case No.: 1999-0217 Item Nbr: 4 99- 467 ZONING BOARD ACTION FOR SPECIAL EXCEPTION I tnntte.Shlt the request on Agenda Item # y be{DENIED) �GRANT'ED)vn that the requirements of Article 66�(UV)ritE� (WERE OT)satisfied by relevant evidence in the record of4e ubl' � hearing. (a) as stated in the City's findings of fact, or (b) as demonstrated by the petitioner, or (c) on the basis of the following: The Zoning Board, in its decision to (GRANT) (DENY) the special exception, shall make written findings that the applicable requirements of this Zoning Ordinance, Section 2305, (HAVE) (HAVE NOT) been met. (CIRCLE APPROPRIATE CONDITIONS) 1305.1 Ingress and Em-ess. Due consideration shall be given to adequacy of ingress and egress to the property and structure and uses thereon, with particular reference to automotive and pedestrian safety and convenience, traffic flow and control, and access in case of fire and emergency. 1305.2 Offstreet Parking and Loading. Due consideration shall be given to offstreet parking and loading facilities as related to adjacent streets, with particular reference to automotive and pedestrian safety and convenience , internal traffic flow and control, arrangement in relation to access in case of fire or other emergency, and screening and landscaping. 1305.3 Refine and Service Areas. Due consideration shall be given to the location, scale, design, and screening of refuse and service areas to the manner in which refuse is to be stored; and to the manner and timing of refuse collection and deliveries, shipments, or other service activities, as such matters relate to the location and nature of uses on adjoining properties and to the location and character of adjoining public ways. 1305.4 Signs and Lighting. Due consideration shall be given to the number, size, character, location, and orientation of proposed signs, and of proposed lighting for signs and premises, with particular reference to traffic safety, glare, and compatibility and harmony with adjoining and nearby property and the character of the area. 1305.5 Utilities. Due consideration shall be given to utilities required, with particular reference to availability and capacity of systems, location of connections, and potentially adverse appearance or other adverse effects on adjoining and nearby property and the character of the area. 1305.6 Drainage. Due consideration shall be given for drainage, with particular reference to effect on adjoining and nearby properties and on general drainage systems in the area. Where major drainage volumes appear likely and capacity of available systems is found marginal or inadequate, consideration shall be given to possibilities for recharge of groundwater supply on the property, temporary retention with gradual discharge, or other remedial measures. 1305.7 Preservation of Natural Features. Due consideration shall be given to provision for the preservation of existing vegetation and geological features whenever possible. 1305.8 Control of Potentially Adverse Effects Generally. In addition to consideration of detailed elements indicated above, as appropriate to the particular class or kind of special permit and the circumstances of the particular case, due consideration shall be given to potentially adverse effects generally on adjoining and nearby properties, the area, the neighborhood, or the City, of use or occupancy as proposed, or its location, construction, design, character, scale or manner of operation. Where such potentially adverse effects are found, consideration shall be given to special remedial measures appropriate in the particular circumstances of the case, including screening or buffering, landscaping, control of manner or hours of operation, alteration of use of such space, or such other measures as are required to assure that such potential adverse effects will be eliminated or minimized to the maximum extent reasonably feasible, and that the use of occupancy will be compatible and harmonious with other development in the area to a degree which will avoid substantial depr iation of the value of nearby party. Signature # c.F Agenda Item Date 5-117 -41 CITY OF NUAMI OFFICE OF HEARING BOARDS APPLICATION FOR SPECIAL EXCEPTION **##**t•**r#tit***###*t**###rtf#i***#*##*tt*rtr*#*#t***#r#*t######tt*rtr#t#*##t*rut**r*u*axY�xra♦ 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 (IvUAMI CITY HALL), LOCATED AT 3500 PAN AMERICAN DRIVE, MiAMI, FLORIDA, 33133. **rtt*tr**r****##rr#t**rt#*####*#*#####*##t#*rtt*#rt#t#*tt*rtrttrt*t###***###t*a*rtrtt**##*#xr*#rtxx•aa NOTE: THIS APPLICATION MUST BE TYPEWRITTEN AND SIGNED IN BLACK INK. Within the City generally, or within certain zoning districts, certain structures, uses, and/or occupancies specified in this ordinance are of a nature requiring special and intensive review to determine whether or not they should be permitted in specific locations, and if so, the special limitations, conditions, and safeguards which should be applied as reasonably necessary promote the general purposes of this Zoning Ordinance and, in particular, to protect adjoining properties and the neighborhood from avoidable potentially adverse effects. It is further intended that the expertise and juagment of the Zoning Board be exercised in making such determinations, in accordance with the rules, considerations and limitations relating to Special Exceptions (see Article 16 of the Zoning Ordinance). Formal public notice and hearing is mandatory for Special Exceptions. The Zoning Board shall be solely responsible for determinations on applications for Special Exceptions except when otherwise provided for in the City Code. All applications shall be referred to the Director of the Department Planning and Development for his recommendations and the Director shall make any further referrals required by these regulations. of Estoril Incorporated I, Adrienne F . Pardo on behalf , hereby apply to the City of Miami Zoning Board for approval of a Special Exception for the property located at 1395 B r i c k e l l Avenue, Miami, Florida . folio number 01-e2-10-050-1010 Nature of Proposed Use (please be 0 1 - 4 1 - 3 9 04 200 specific): Special Exception as per Article 6, Section 605.4.3(2) to allow a bar/lounge open to the public within the -3 District. 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. P 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. s 9 - 467 N X 3. Affidavits disclosing ownership of property covered by applications and disclosure of interest from (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. X 5. At least two photographs that show the entire property (land and improvements). X 6. Recorded warranty deed and tax forms for the most current year available that show the present owner(s) of the property. X 7. Other (Specify and attach cover letters explaining why any document you are attaching is pertinent to this application). MUSP application X 8. Fee of n/a Zoning Ordinance: to apply toward the cost of processing according to Section 62-156 of the SpecialException...............................................................................................$ 800.00 Special Exception requiring automatic city commission review.......................$2,000.00 Extension of time for special exception.............................................................$ 500.00 Public hearing mail notice fees, including cost of handling and mailing per notice.........................................................................$ 3.50 Surcharge equal to applicable fee from item above, not to exceed eight hundred dollars ($800.00) except from agencies of the city; such surcharge to be refunded to the applicant if there is no appeal from a property owner within three hundred and seventy-five (375) feet of the subject property. l� r-- Signature ii , Name Adrienne F. Pardo Address 1221 Brickell Avenue Miami, Florida 33131 Telephone (305) 579-0683 Date April 7, 1999 99- 467 STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this 7 th day of April 19 9 9, by Adrienne F . Pardo who is personally known to me or who has produced as identification and who did (did not) take an oath. Name: �7 NOTARY SEAL Notary Public-S of a&LRWNZALFZ Commission No.: NOTARY PUBLIC SrN OF F[.ORTiiA My Commission COMM'SS10N NO;Cmi l%p R&jm SSION EN .SEPi' lam'. Jo12 STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this day of 19 , by of a corporation, on behalf of the corporation. He/She is personally known to me or has produced as identification and who did (did not) take an oath. Name: Notary Public -State of Florida Commission No.: My Commission Expires: STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this day of 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: 03- 467 Exhibit "1" 1395 Brickell Avenue Zoned (SD-5) M.U.S.P. MAJOR USE SPECIAL PERMIT, per Article17 for 437,681 s.f. non- residential areas. MAJOR USE SPECIAL PERMIT, per Articles17 for 1007 parking spaces. VARIANCE for North side setbacl-, ( 15 feet required, 10 feet provided), as per City of Miami Zoning Ordinance 11,000 as amended Article 6, Section 605.8. PER City of Miami Zoning Ordinance 11000, this Major Use also encompasses the following special permits: SPECIAL EXCEPTION as per Article 6, Section 605.4.3(2) to allow a Bar/Lounge open to the public within the SD-5 district. CLASS I SPECIAL PERMIT as per Article 9, Section 915.2 for a Federal Aviation Authority clearance letter; CLASS I SPECIAL PERMIT as per Article 9, Section 917.1.2 for Valet Service, CLASS I SPECIAL PERMIT as per Article 9, Section 906.6 for Pool/Outdoor Recreational Area. CLASS II SPECIAL PERMIT as per Article 9, Section 923.4 providing a total of five (5) 12 x 35 loading, berths, including the reduction of one from 12 x 55 to 12 x 35. CLASS II SPECIAL PERMITS as per Article 6, Section 605.3, for new construction in the SD-5 District. CLASS 11 SPECIAL PERMIT as per Article 9, Section 908.2 for access from a public street with widths greater than 25 feet. 99- 467 S food/drink/shelter. CLASS II SPECIAL PERMIT' as per Article 6 Section 605.11 for signage. 99- 467 M ZONING FACT SHEET Case Number: 1999-0218 17-May-99 Item No: 5 ems_ Location: Approx. 1395 Brickell Avenue Legal: (Complete legal description on file with the Office of Hearing Boards) Applicant: Estoril Inc. Adrienne F. Pardo, Esq. 1395 Brickell Avenue 1221 Brickell Avenue Miami, FL 33131 Miami, FL 33131 App. Ph: (305) 371-3500 Rep. Ph: (305) 579-0683 ext Rep. Fa (__) _ _. ext Zoning: SD-5 Brickell Avenue Area Residential -Office District Request: Variance as part of a Major Use Special Permit for Espiritu Santo Plaza listed in Ordinance No. 11000, as amended, the Zoning Ordinance of the City of Miami, Article 6, Section 605.8, Minimum yards, setbacks, urban plaza areas, through block connections, waterfront walkways, to allow a North side setback of 10'-0" (15'- 0" required). Purpose: Recommendations: Planning Department: Denial Public Works: No comments Plat and Street Committee: N/A 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: Please see attached. Zoning Board Resolution No.: ZB 1999-0181 Zoning Board: Approval Vote: 8-0 99- 467 ANALYSIS FOR VARIANCES AS A COMPONENT OF A MAJOR USE SPECIAL PERMIT ESPIRITO SANTO PLAZA CASE NO: 1999-0215 The requested Variance is a component of a Major Use Special Permit application for the purpose of allowing 437,681 s.f. of non residential areas; and for allowing a development with an excess of 500 parking spaces ( approximately 1,007 spaces proposed). The Espirito Santo Plaza project shall be located at approximately 1395 Brickell Avenue (see attached legal description, location maps and aerial photographs for exact property boundaries). Pursuant to Section 401 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: North Side setback: required: 15 feet proposed: 10 feet In determining the appropriateness of the Variance for the proposed project the following findings have been made: • It is found that the proposed project will benefit the Downtown District by creating new housing and office space opportunities for area businesses and potential residents of Downtown Miami. • It is found that the character of the project given that it is a very high density luxury office -residential project is completely within the scope and character of the Brickell Avenue area. • It is found that there is no hardship to justify the requested setback variance on the subject property. • It is found that since the proposed project is new construction, it should be designed to comply with all zoning requirements. Based on these findings, the Planning Department is recommending denial of the requested variance. 99- 467 J® T 1 S,"Mfting Materials Zoning Board History AddAJpdate- a Case 1 Set Up Zoning BoardResotutiion Reports I l Variance Checklist Zoning Boatd Analysis 1 Enforcement His Case tl 1999•0218 Yes No N/A iar to the properly SpecW conditions and arcumstances exist which are perk J ;e1 C Special moons are result of petitiord$ actions, causes undue hardship on PeO1 • ;r _e Ueral interpretation of ordinance, conveys same treatment to o I `} * y' Granting variance 0 is the m variance for reaeor�ide use of p<oPar�' pdatel I Vary. granted, y} L} r, j Is in harmony with general urtent and purpose of ortance Canal J J � Return J- �} `; r) I Miami Zoning Board Resolution: ZB 1999-0181 Monday, May 17,1999 Mr. Charles J. Flowers 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 THE VARIANCE AS PART OF A MAJOR USE SPECIAL PERMIT FOR ESPIRITO SANTO PLAZA AS LISTED IN ORDINANCE NO. 11000, AS AMENDED, THE ZONING ORDINANCE OF THE CITY OF MIAMI, ARTICLE 6, SECTION 605.8, MINIMUM YARDS, SETBACKS, URBAN PLAZA AREAS, THROUGH BLOCK CONNECTIONS, WATERFRONT WALKWAYS, TO ALLOW A NORTH SIDE SETBACK OF 10'-0" (16-0" REQUIRED) FOR THE PROPERTY LOCATED AT APPROXIMATELY 1395 BRICKELL AVENUE LEGALLY DESCRIBED AS TRACT "A" OF U.C.P. SUBDIVISION (121-93), PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA; ZONED SD-5 BRICKELL AVENUE AREA RESIDENTIAL -OFFICE DISTRICT. THIS VARIANCE WAS RECOMMENDED FOR APPROVAL TO THE CITY COMMISSION PER PLANS ON FILE WITH A TIME LIMITATION OF TWENTY-FOUR MONTHS IN WHICH A BUILDING PERMIT MUST BE OBTAINED. Upon being seconded by Mr. Fidel A. Perez, the motion was passed and adopted by the following vote: Mr. George Barket Away Ms. Gloria M. Basile Yes Mr. Charles J. Flowers Yes Ms. Ileana Hemandez-Acosta Yes Mr. Osvaldo Moran-Ribeaux Yes Mr. Humberto J. Pellon Yes Mr. Fidel A. Perez Yes Mr. Juvenal Pina Yes Mr. Ricardo D. Ruiz Yes AYE: S NAY: 0 ABSTENTIONS: 0 NO VOTES: 0 ABSENTS: 1 Ms. Fernandez: Motion carries 8-0 Teresita L. Fernandez, Chie' Office of Hearing Boards Case No.: 1999-0218 Item Nbr: 5 59-- 467 ZONING BOARD ACTION ON PETITION FOR VARIANCE MOTION: I move that a 1A,endaItem 0 5' be ANTEDhat the requirements of (WERERE 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 circumstances (EXIST) (DO OF EACH NOT EXIST) which are peculiar to the land, 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) The special conditions and circumstances (DO) (DO NOT) result from the actions of the petitioner 1) as stated in the City's findings of fact _ 2) as demonstrated by the petitioner _ 3) as otherwise stated below- (c) Literal interpretation of the provisions of zoning ordinance ( WOULD) (WOULD NOT) deprive the applicant of rights commonly 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) (WILL NOT) convey the same treatment to the individual 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 _ 2) as demonstrated by the petitioner _ 3) as otherwise stated below: (e) Granting the variance requested (WILL) (WILL NOT) convey the same treatment, any special privilege that is denied by the zoning ordinance to other lands, buildings or structures in the same zoning district (f) If granted the variance (WILL BE) (WILL NOT 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 1) as stated in the City's findings of fact 2) as demonstrated by the petitioner _ 3) as otherwise stared below: (� l�i i- -tt,5 - Agenda Item Date �3 CITY OF MIAIvL OFFICE OF HEARING BOARDS APPLICATION FOR VARIANCE rstrtts»w»awws»sws»twst»w»sttwrtraststts**rtt»rt**rw»**Lassa#ssss*awr*stttsw*ssst»r»»*stags»».as 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. ##»*sss*s*»swtswr»ts»»»twtt»wwsrtw***ar*sr*taeavwtrt*+*rrr*t*rrar**a***tr*s*ss*»»»a*t»»wsssstwt» 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). Incorporated I, Adrienne F . Pardo on behalf of Estoril , hereby petition the City of Miami Zoning Board for a Variance from the terms of the Zonin Ordinance of the City of Miami, affecting property located at 1395 Brickell Avenue, Miami, lorida folio number 01 fl - I 0o- - an - - as specified below. 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. 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. X 5. At least two photographs that show the entire property (land and improvements). X 6. Recorded warranty dee id tax forms for the most current year ay... -ole that show the present owner(s) of the property. X 7. Other (Specify and attach cover letters explaining why any document you are attaching is pertinent to this application). MUSP Application X 8. Fee of S S 7 , 031. 50 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........................................................................................................S650.00 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 Allother residential districts.........................................................................$450.00 All nonresidential districts............................................................................$550.00 Extension of time for Variance.....................................................................S500.00 Public hearing mail notice fees, including cost of handling and mailingper 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 605.8.1 of the City of Miami Zoning Ordinance as follows: North side setback-35 feet required and 10 feet provided. 99- 467 X 10. In support of the app" mion, the applicant is prepared to offer th flowing evidence, on the point enumerated at Secti, 903 of the City of Miami Zoning Ordinance. Note: This application cannot be accepted for Zoning Board action unless all of the following six items are completed. x (a) Special conditions and circumstances exist which are peculiar to the land, structure, or building involved and which are not applicable to other lands, structures, or buildings in the same zoning district in that: (list evidence to be produced and use additional sheets, if necessary.) The variance is necessary due to the shape of the property and the City's requirement for a right-of-way dedication. x (b) The special conditions and circumstances do not result from the actions of the petitioner in that: The applicant has no control over the shape of the property or the dedication requirement by the City. x (c) Literal interpretation of the provisions of the Zoning Ordinance would deprive the applicant of rights commonly enjoyed by other properties in the same zoning district under the terms of the Zoning Ordinance and would work unnecessary and undue hardships on the petitioner in that: Literal interpretation of the Zoning Ordinance would prohibit the applicant from constructing what is permitted by the Zoning Ordinance in the SD-5 district. 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: The applicant is asking for the minimum variance which will enable it to construct a building as permitted by the Zoning Ordinance. X (e) The Variance, if granted, is the minimum Variance that will make possible the reasonable use of the land, building or structure in that: What is being requested (5 feet variance) is the minimum variance. -� 467 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. The property is surrounded by adjacent highrises and will be a benefit and improvement to the neighborhood and in keeping with the surrounding buildings. Note: All documents, reports, studies, exhibits or other written or graphic material to be submitted to the Zoning Board shall be submitted with this application. Signature C�ru'-' ri A--J Name Adrienne F. Pardo Address 1221 Brickell Avenue Miami, Florida 33131 Telephone (305) 579-0683 Date April 7, 1999 99- 467 91 STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this 7th day of April J 99 , by Adrienne F . Pardo who is personally known to me or who has produced •-- —" as identification and who did (did not) take an oath. Name: Notary Public -State off -lAj, NOTARY SEAL Commission No.: t MARISOL R GONZALEZ My Commission E I ! nBuc STATE or FLORIDA OMMBSION NO. CC771348 Ph1 GOMNlISSlON E?CP. SEPr 17.2002 STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this day of 19 , by of a corporation, on behalf of the corporation. He/She is personally known to me or has produced and who did (did not) take an oath. Name: Notary Public -State of Florida Commission No.: My Commission Expires: STATE OF FLORIDA COUNTY OF MIAMI-DADE as identification 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: 99- 467 ®n s Exhibit "I» 1395 Brickell Avenue Zoned (SD-5) IYLU.S.P. MAJOR USE SPECIAL PERMIT, per Articlel7 for 437,681 s.f. non- residential areas. MAJOR USE SPECIAL PERMIT, per Articles17 for 1007 parking spaces. VARIANCE for North side setback ( 15 feet required, 10 feet provided), as per City of Miami Zoning Ordinance 13,000 as amended Article 6, Section 60S.8. PER City of Miami Zoning Ordinance 11000, this Major Use also encompasses the following special permits: SPECIAL EXCEPTION as per Article 6, Section 605.4.3(2) to allow a Bar/Lounge open to the public within the SD-5 district. CLASS I SPECIAL PERNUT as per Article 9, Section 915.2 for a Federal Aviation Authority clearance letter; CLASS I SPECIAL PERMIT as per Article 9, Section 917.1.2 for Valet Service. CLASS I SPECIAL PERMIT as per Article 9, Section 906.6 for Pool/Outdoor Recreational Area. CLASS 11 SPECIAL PERMIT as per Article 9, Section 923.4 providing a total of five (5) 12 x 35 loading berths, including the reduction of one from 12 x 55 to 12 x 35. CLASS II SPECIAL PERMITS as per Article 6, Section 605.3, for new construction in the SD-5 District. CLASS II SPECIAL PERMIT as per Article 9, Section 908.2 for access from a public street with widths greater than 25 feet. 99- 467 foodtdsink/shelter. CLASS II SPECIAL PERMIT as per Article 6 Section 605.11 for signage. W? i �.N//-I i (/Am- /10, J. • r � r. � f 99- 467 AFFIDAVIT jTATE OF FLORIDA } )SS COUNTY OF MIAMI-DARE } Before me, the undersigned authority, this day personally appeared . Adrienne F . Pardo who being by me first duly sworn, upon oath, deposes and says: 1. That he/she is the owner, or the legal representative of the owner, submitting the accompanying application for a public hearing as required.by 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 fo 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, Jephone numbers and legal descriptions for the real property of which he/she is the owner or legal representative. 4. The facts as represented in the application and documents submitted in conjunction with this affidavit are true and correct. Further Affiant sayeth not. Applicant's Signature STATE OF FLORIDA Adrienne F . Pardo COUNTY OF MIAMI-DADS The foregoing instrument was acknowledged before me this 2 day of�L'� 19 ! j by Adrienne F. Pardo who is personally known to me er-rha-lac predtleed and who did (did not) take an oath. AZI Name: Notary Public o r� WC -A t:At, R GONZAI�Z Commission N NOrARYPLroucSTATEOFFLoRwA My Commissio I Ettsstoty tvo. ccnlaaa MeM&1 56tON EXP. SEPT 172002 99- 467 ` AFFIDAVIT jTATE OF FLORIDA } ) SS COUNTY OF MIAMI-DADS } Before me, the undersigned authority, this day personally appeared • Adrienne F . Pardo who being by me first duly sworn, upon oath, deposes and says: 1. That he/she is the owner, or the legal representative of the owner, submitting the accompanying application for a public hearing as required.by 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 fo lids affidavit and miade a part'therecE 2. That all owners which he/she represents, if any, have given their full and complete permission for him/her to act r 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 apart of this affidavit contain the current names, mailing addresses, ,lephone numbers and legal descriptions for the real property of which he/she is the owner or legal representative. 4. The facts as represented in the application and documents submitted in conjunction with this affidavit are true and correct. Further Affiant sayeth not. Applicant's Signature STATE OF FLORIDA Adrienne F . Pardo COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this day of 15 1"�, by Adrienne F. Pardo who is personally known to me erwhe4ac and who did (did not) take an oath. Name: Notary Public `tr�4 o &N07ARXSE FZZ R GONZAI Commission N NOTARYPumcsmno F mmA My Commissio I EX ►45SION No. CC7Tr34& M COMMtSSION EXP. SE" 17 99+ 467 OWNER'S FIST Owner's Name E.S. ProgertiesA, InC. Mailing Address 1395 Bricteell Avenue, Miami, F1 33131 Zip Code Telephone Number (3 0 5) 3 71— 3 5 0 0 Legal Description: See attached Exhibit "2" . Owner's Name Mailing Address Zip Code Telephone Number Legal Description: ' Owner's Name Mailing Address Zip Code Telephone Number Legal Description: Any other real estate property owned individually, jointly, or severally (by corporation, partnership or privately) within 375 feet of the subject site is listed as follows: None Street,Address Street Address Street Address Legal Description Legal Description Legal Description 99-- 467 OWNER'S LIST Owner's Name Estoril Incorporated Mailing Address 1395 Brickell Avenue, Miami, F1 Zip Code 33131 Telephone Number (3 0 5) 3 71— 3 5 0 0 Legal Description: See attached Exhibit "2". Owner's Name Mailing Address Zip Code Telephone Number Legal Description: Owner's Name Mailing Address Zip Code Telephone Number Legal Description: Any other real estate property owned individually, jointly; or severally (by corporation, partnership or privately) within 375 feet of the subject site is listed as follows: Street Address None Street Address Street Address Legal Description Legal Description Legal Description 9- 467 DISCLOSURE OF OWNERSHIP 1. Legal description and street address of subject real property: See attached Exhibit "2". 1395 Brickell Avenue, Miami, Florida 2. Owner(s) of subject real property and percentage of ownership. Note: Section 2-618 of the Code of the City of Miami requires disclosure of all parties having a financial interest, either direct or indirect, in the subject matter of a presentation, request or petition to the City Commission. Accordingly, question #2 requires disclosure of shareholders of corporations, beneficiaries of trusts, and/or any other interested parties, together with their addresses and proportionate interest. See attached Exhibit "301. 3. Legal description and street address of any real property (a) owned by any party listed in answer to question #2, and (b) located within 375 feet of the subject real property. None Owner or Attorney for Owner STATE OF FLORIDA COUNTY OF NUAMI-DADS The foregoing instrument was acknowledged before me this day of e 19 9 9, by Adrienne F , P a r d d • who is personally knob to me or who has produced as identification and who did (did not) take an oath. Name: Notary Public ARYSEAi. CommissionNo.: --tARWLRWNZALEZ Z rr P. - -MUC SrA7E OF FXMA Ivey Commisslbit• Ex�}} No. CCM348 .:; Y co.MMSSS10N EXP.SE" 17 29— 467 7' Exhibit "2" Estoril Incorporated owns: Tract "A" of U.C.P. SUBDIVISION, according to the plat thereof as recorded in Plat Book 121, at Page 93 of the Public Records of Miami -Dade County, Florida. and E.S. Properties, Inc. owns: Lots 1, 2 and the westerly 10.00 feet of Lot 3, of HIGHLEYMAN'S SUBDIVISION, according to the plat thereof as recorded in Plat Book 1, at Page 184 of the Public Records of Miami - Dade County, Florida. MIAM/PARDOA/1016265W101 I.DOC/4/07/99 46 rc1 A .4:11: Disclosure of Ownership E.S. PROPERTIES, INC., a Florida corporation, is 100% owned by: 1. Espirito Santo Bank, a Florida corporation, which is owned by: a) Fernando Espirito Santo Silva (42 %) b) Mamiel Fernando Espirito Santo Silva (42 %) c) E.S. Financial Croup S.A. (15 %), a Luxembourg corporation, the shares of which are held by the public. ESTORIL INCORPORATED, a Florida corporation, is 100 % owned by: 1. Euroatlantic Inc., a Florida corporation, which.is 100% owned by: 2. E.S. Resources Ltd., a Bahama corporation, which is 100% owned by: 3. E.S. International Holding S.A., a Luxembourg corporation, shares of which are held by the public. 99- 467 i . . ........ m t I Zvo I I 14556'M5 THIS DEED, made on May 23, 1990, between CLARENDON PROPERTIES, INC., a Florida Corporation, Grantor, and E.S. PROPERTIES, INC., a Florida corporation, whose post office address is 1395 Brickell Avenue, Miami, Florida, 33131, Grantee; WITNESSETH, that Grantor, for and in consideration of the sum of $10.00 and other good and valuable consideration to Grantor in hand paid by Grantee, the receipt of which is hereby acknowledged, has granted, bargained, and sold to the Grantee, and Grantee's successors and assigns forever, the following -described land, situate, lying, and being in Dade County, Florida; Lots 1 and 2 and The West 10' of Lot 3, HIGHLEYMAN'S SUBDIVISION, according to the Plat thereof, recorded in Plat Book 1, Page 184, LESS the Southwesterly 10' of Lots 1 and 2 and the Southwesterly 10' of the West 10' of Lot 3, conveyed to City of Miami by official Records Book 10770, Page 1069, all of the Public Records of Dade County, Florida. This is a conveyance of unencumbered real property to a corporation by a shareholder as a contribution to capital and not in exchange for valuable consideration. The conveyance is not subject to taxation as per Fla. Admin. Code 12B-4.014(17). This conveyance is subject to: a. Taxes for the year 1990 and all subsequent years. b. Restrictions, conditions, easements and limitations of record. And Grantor does hereby fully warrant the title to the land, and will defend the same against the lawful claims of all persons whomsoever. IN WITNESS WHEREOF Grantor has hereunto set its hand and seal the day and year first above written. Signed in our presence: STATE OF FLORIDA) )SS: COUNTY OF DADE ) CLARENDON PERTIES, INC. BY:": JOS THERTAG,,,11o1ornub, sident ''`�4q� E S l,y' (Corporate `SJl4�Q4� a c�. OJG3A��pC• �,�. 61 The foregoing instrument was acknowledged before me this. 3 ...o day of May, 1990, by JOSEPH T. THERIAGA, as President of CLARPIMN PROPERTIES, INC., a Florida corporation, on behalf of -.-'the.. corporation. 1 `Jp0119„li REROROED m OFFKILL 1—-YAW *Oy OF DADE mum". run.+µ. RECORD VERIFIED RICH.UD P. rnz! n CL:RK C:PCU;T C "%' l,rl_•_ � 1 L�-.i2('7.GFL..`�VJ� pad' This instrument was prepared Robert W. Stewart, Esq. 800 Brickell Avenue Penthouse Miami, Florida 33131 Telephone: (305) 358-7272 NOTARY PUBLIC, State�7f lor�da'i at Large03 _ r My Commission Expire3�,'e ...... ... ..� .�,� • •'�,*�:.:�•'' Sew y, 1 �iK.M . N••`,,. by: VOTARY PUBLIC STATE OF FLORIDA •'rrr•.runli r�"" MY COMMISSION CXP. MAR.2J,1992 BONDED 111RU GENERAL JMS. UP.-D. nEC:1696000A Foi— .lumber: 01.4139.042•DOIC 9'5R4' 816i.i 1995 OCT 23 10-47 DOCSTPDEE 221200.00 SURTX _16P650.00 WARRANTY DEZD HARVEY RUVINY CLERK DADE COUNTYY FL THIS INDENTURE made this 1+4 day of October, 1995, between MARIANOPOLIS CORPORATION N.V., a Netherlands Antilles corporation, with its office at c►o Banco Union, S.A.C.A. Miami Agency, 1000 Brickell Avenue, 11th Floor, Miami, Florida 33131 ("Grantor'), and ESTORIL INCORPORATED. a Florida corporation with offices at 1395 Brickell Avenue, Third Floor, Miami, Florida 33131 ("Grantee"); WITNESSETH, that Grantor, for and in consideration of the stop of Ten Dollars ($10.00) and other good and valuable consideration to Grantor in hand paid by Grantee, the receipt of which is hereby acknowledged, has granted, bargained, conveyed and sold to the Grantee, and Grantee's successors and assigns forever, the fallowing -described land, situate, lying, and being in Dade County, Florida: Tract "A" of U.C.P. SUBDIVISION, according to the Plat thereof, as recorded in Plat gook 121, Page 93, of the Public Records of Dare County, Florida. TOGETHER with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD the same in fee simple forever. AND the Grantor hereby covenants with said Grantee that the Grantor is lawfully seized of said land in fee simple; that the Grantor has good right and lawful authority to sell and convey said land; that Grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever. This conveyance is subject to: a. Real property taxes for the year 1995 and subsequent years. b. All covenants, restrictions and easements of record, it any, provided that this reference shall not be deemed to reimpose such restrictions. IN WITNESS WHEREOF Grantor has hereunto set its hand and seal the day and year first above written. Signed in our presence: n BY: MARIANOPOLIS CORPORATION, N.U., a Netherland Antilles corporation IGUEL R. 9LVIS, Attorneyin-Fact �r o / 467 PE 16960°r3015 STATE OF FLOR1t,,, 1 )SS COUNTY OF DADE ) The foregoing instrument was acknowledged before me this 14 day of October, 1995, by MIGUEL R. GALVIS, as Attorney -in -fact for MARIANDPOLIS CORPORATION N.V., a Netherlands Antilles Corporation, on behalf of the Corporation, who presented F"f oc' n4 -'U:wv.'.r c rc E r fC as identification, and who did take an oath. This instrument Prepared by. � ��—Q--- �' :: • �S ' Robert W. Stewart, P.A. NOTARY PIRE , tote -of fie da at lr arg�.•' r�� 1305 Stir -keg Avenue, 3rd Floorj` Miami, Florida 33131 My Comrtdssion Expires: Telephone: (3051 358.7272 ' e `:a OFFIEUVROTAXY SEAL MANAGALVARFl 3 •.e �! ` NOTARY PUBLIC STATE OF RDW COMMMsbf N NO. CC17= goo. �� V"i�. nay HABVE'f RtW11N. Reds of arcta a CWWq - 4 SIC s'- ♦ W�'IM ESPIRITO SANTO PLAZA PROJECT MAJOR USE SPECIAL PERMIT Prepared by: ARCHITECTURAL ALLIANCE CARRIBEAN LAND SURVEYORS DAVID PLUMMER & ASSOCIATES GREENBERG TRAURIG, P.A. KOHN PEDERSEN FOX ASSOCIATES PC PLUNKETT & ASSOCIATES SHARPTON, BRUNSON & COMPANY, P.A. VSN ENIGNEERING INC. April, 1999 PFKOH Ifl� DERSEN FOX PERSPECTIVE 99 FROM soti'm W6S'C I ESPIRITO SANTO PLAZA I IVI I/N II AI•II 2-0- 0- 46 _ p l' t A t. ?f �r c d nQ. r xz� t r - sri � m m mi-m- IWFAIMJ k �s' s :� s ,- ,. _ i� — � ... .. .. . .., . a ,r A, f .. .. . ... .< . -. � � — ... �. i 1 L _ L t .a �; f L Y ti �; � .. r-- - 1 ,J. .. N � t� 3.t t 1 ,.� .._ :. � w� v U 1 r _. y n .1 17 � �. w � G �, '� �;"'F � r f 4 { k �`'� �{,{� �i 4 { t r 6 r t _ � � .r h ya a i **" + �. �' r r � it .y.44 t � t , i ! f � - ' _�S.iy0.�4 �iF Lr L§ vi,-r'�i�� 2 '.:t �- �J � ': .h .. � 6 F f ] t w .? _: �. r�� c:.�r;.`w �Y'.:�., � r..5.±.. ,,..�-.�ti�stx.,:tl... �. ;?.`.a' . _. _... c; _.. r_.,.,. r:..:., y ?. r _Z .'.., . � � KPFKOHN PEDrRSFN FOX ARCHITEc'-ITS uGd I ESPIRITO SANTO BRICKE1.1. F'N'l PERSPL.ClIVE FROM Wl 40, ESPIRITO SANTO PLAZA 1395 Brickell Avenue Miami, Florida 33131 99- 467 TABLE OF ("W-ENTS PAMFM Lj TABLE OF CONTENTS t. Project Information A. Application for a Major Use Special Permit B. Application for Special Exception C. Application for Variance D. Disclosure of Ownership E. Ownership Affidavit F. Project Data Sheet G. Zoning Atlas Page 37 H. Proposed MUSP Schedule I. Directory of Project Principals I!. Project Description A. ing Ordinance No. 11000 1. Section 1304.2.1 Applications Forms; Supplementary Materials 2. Section 1702.2.1 General Report 3. Section 1702.2.2 Major Use Special Permit Concept Plan 4. Section 1702.2.3 Developmental Impact Study III. Supporting Documents Tab 1 Minority Construction Employment Plan Tab 2 Traffic Impact Analysis Tab 3 Site Utility Study Tab 4 Economic Impact Study Tab 5 Survey of Property Tab 6 Drawings Submitted 9 9 - 467 1,PROJECT INFORMATION ml ESPIRITO SANTO PLAZA MAJOR USE SPECIAL PERMIT PROJECT INFORMATION ARTICLE I. Project Information A. Application for a Major Use Special Permit S. Application for Special Exception C. Application for Variance D. Disclosure of Ownership E. Ownership Affidavit F. Project Data Sheet Zoning Atlas Page 37 o. Proposed MUSP Schedule I. Directory of Project Principals CITY OF MIAMI DEPARTMENT OF PLANNING AND DEVELOPMENT 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 Cr 11WIDE OR AREA -WIDE IMPORTANCE. THE CITY COMMISSION SHALL BE SOLELY RESPONSIBLE FOR DETERMINATIONS ON APPLICATIONS FOR MAJOR USE SPECIAL PERMITS. (SEE ARTICLE 19 OF ORDINANCE I 1000. AS AMENDED, THE ZONING ORDINANCE OF THE CITY OF MIAMI, FLORIDA) THE CITY CONSESSION SHALL REFER ALL APPLICATIONS FOR MAJOR USE SPECIAL PERMITS TO THE PLANNING ADVISORY BOARD AND TO THE DIRECTOR OF THE DEPARTMENT OF PLANNING AND DEVELOPMENT FOR RECOMMENDATIONS, AND MAY MAKE REFERRALS TO AGENCIES, BODIES, OR OFFICERS, EITHER THROUGH THE DEPARTMENT OF PLANNING AND DEVELOPMENT OR DIRECTLY, FOR REVIEW, ANALYSIS AND/OR TECHNICAL FINDINGS AND DETERMINATIONS AND REPORTS THEREON. (SEE SECTION 1301.5 OF ORDINANCE 11000. AS AMENDED, THE ZONING ORDINANCE OF THE CITY OFMIAMT, FLORIDA.) SECTION 2-653 OF THE CODE OF THE CITY OF MIAN% 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 (MIIAMI CITY HALL), LOCATED AT 3500 PAN AMERICAN DRIVE, MIAMI, FLORIDA, 33133. NOTE. 7WSAPPLIC47I0NMUST BE TYPEWR=NAND SIGNED INBLACKINK Estoril Incorporated I, .Adrienne F .Pardo ; on behalf Of , hereby apply to the Director of the Depai _.lent of Planning and Development of the City of Miami for approval of a Major Use Special Permit under the provisions of Article 17 of the City of Miami Zoning Ordinance. Property Address: 1395 Brickell Avenue, Miami. Florida Nature of proposed use (be specific): Request for a Major Use Special Permit pursuant to Article 17 of the Zoning Ordinance and see attached Exhibit 111". APPLICATION MATERIALS I attach the following in support and explanation of the application: U 1. Two original surveys, prepared by a State of Florida Registered Land Surveyor within one year from the date of application. 2. Affidavit disclosing ownership of property covered by application and disclosure of interest form (attach forms 4-83 and 4a-83 to application). Page 1 of 2 9 9- 467 APPLICATION MATERIALS (continued) I attach the following in support and explanation of the application: ® 3. Certified list of owners of real estate within a 375-foot radius from the outside boundaries of property (attach form 6-83 to application). lJ 4. Maps of the: a) Existing zoning designation. b) Adopted comprehensive plan designation for areas on and around the property. 5. General location map showing relation to the site or activity to major streets, schools, existing utilities, shopping areas, important physical features in and adjoining the project, and the like. 15 6. Concept Plan a) Site plan and relevant information per Section 1304.2.1d-h. b) Relationships to surrounding existing and proposed futures uses and activities, systems and facilities, per Section 1702.3.2a. c) How concept affects existing zoning and adopted comprehensive plan principles and designations; tabulation of any required variances, special permits, changes of zoning or exemptions, per Section 1702.3.2b. 7. Developmental Impact Study (an application for development approval for a Development of Regional Impact may substitute). ❑ 8. Other (be specific): i 9. Fee of $ 45 , 000 , for the Major Use Special Permit, based on current fee schedule as set forth in Chapter 62 of the Code of the City of Miami, as amended. ❑ 10. Additional fee of $ 5 7 , 0 31 . 5 0, for any required special permits, changes of zoning or variances set forth in chapter 62 of the Code of the City of Miami, as amended. Total Fee: $_ 10 2 , 0 31 . 5 0 Signature Name Adrienne F. Pardo. Address 1221 Brickell Avenue, Miami, F1 33131 Phone/Fax (305) 579-0a'.-f (305) 579-0717 Date April 7, 1999 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 SPECIFIES THE CONDITIONS UNDER WHICH THIS ,MAJOR USE SPECIAL PERMIT APPLICATION IS APPROVED; IF APPROVED BY THE CITY COMMISSION, SAID RESOLUTION AND DEVELOPMENT ORDER SHALL, UPON EXECUTION THEREOF, BE TRANSMITTED TO THE OWNER OR AUTHORIZED AGENT AT THE ADDRESS SPECIFIED ABOVE. Page 2 of 2 99- 467 9 OWNER'S LIST Owner's Name E . S . Properties, Int . Mailing Address 1395 Brickell Avenue, Miami, F1 Zip Code 33131 Telephone Number (3 0 5) 3 71- 3500 Legal Description: See attached Exhibit " 2 " . Owner's Name Mailing Address Zip Code, Telephone Number Legal Description: Owner's Name Mailing Address Zip Code Telephone Number Legal Description: Any other real estate property owned individually, jointly, or severally (by corporation, partnership or privately) within 375 feet of the subject site is listed as follows: Street,Address None Street Address Street Address Legal Description Legal Description Legal Description 9 9 - 467 is OWNER'S LIST Owner's Name Estoril Incorporated 1395 Erickell Avenue, Miami, F1 33131 Mailing Address Zip Code Telephone Number _ 3 0 5) 3 71- 3 5 0 0 Legal Description: See attached Exhibit Owner's Name - - Mailing Address Zip Code Telephone Number Legal Description: 'iwner's Name ,vlailing 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 Legal Description None Street Address Legal Description Street Address Legal Description 99-- 467 I DISCLOSURE OF OWNERSHIP 1. Legal description and street address of subject real property: See attached Exhibit "2". 1395 Brickell Avenue, Miami, Florida 2. Owner(s) of subject real property and percentage of ownership. Note: Section 2-618 of the Code of the City of Miami requires disclosure of all parties having a financial interest, either direct or indirect, in the subject matter of a presentation, request or petition to the City Commission. Accordingly, question #2 requires disclosure of shareholders of corporations, beneficiaries of trusts, and/or any other interested parties, together with their addresses and proportionate interest. See attached Exhibit 11311. 3. Legal description and street address of any real property (a) owned by any party listed in answer to question 42, and (b) located within 375 feet of the subject real property, None Owner or Attorney for Owner STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this day of 19 9 9, by Adrienne F , Pa r d ci who is personally knoNU to me or who has produced as identification and who did (did not) take an oath. Wil MY M W, 1 M111 Name: Notary Public tat p,RYSEAL Commission No.: .. AMSO1.RGONZAYEZ FIDMA M Commiss big �,tP"�'�UCSTATEOF Y ;RCION NO. CCM348 t/;'Y COMM 15SlON EXP. SEVr l7 9 9 - 467 M AFFIDAVIT ,TATE OF FLORIDA } )SS COUNTY OF MIAMI-DADE } Before me, the undersigned authority, this day personally appeared Adrienne F . Pardo who being by me first duly sworn, upon oath, deposes and says: 1. That he/she is the owner, or the legal representative of the owner, submitting the accompanying application for a public hearing as required by 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 fo 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 e 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, .ephone numbers and legal descriptions for the ret, ;.,operty of which he/she is the owner or legal representative. 4. The facts as represented in the application and documents submitted in conjunction with this affidavit are true and correct. Further Affiant sayeth not. Applicant's Signature STATE OF FLORIDA Adrienne F . Pardo COUNTY OF MIAMI-DADS The foregoing instrument was acknowledged before me this _ 2_ day of 19 IN by Adrienne F. Pardo who is personally known to me arwhe-4" ink as -idea fgsa km and who did (did not) take an oath. Name: Notary Public tate o t ARGO YNZA� Commission N rgcrrARYPUBucsfATEoFFt.ORn)A My Commissio I Ex� 551ON NO, CCM348 M COMMLSSION EXP. SEPf 17 99- 467 Exhibit 1" 1395 Brickell Avenue Zoned (SD-5) M.U.S.P. MAJOR USE SPECIAL PERMIT, per Article17 for 437,681 s.f. non- residential areas. MAJOR USE SPECIAL PERMIT, per Articles17 for 1007 parking spaces. VARIANCE for North side setback ( IS feet required, 10 feet provided), as per City of Miami Zoning Ordinance 11,000 as amended Article 6, Section 605.8. PER City of Miami Zoning Ordinance 11000, this Major Use also encompasses the following special permits: SPECIAL EXCEPTION as per Article 6, Section 605.4.3(2) to allow a Bar/Lounge open to the public within the SD-5 district. CLASS I SPECIAL PERMIT as per Article 9, Section 915.2 for a Federal Aviation Authority clearance letter: CLASS I SPECIAL PERMIT as per Article 9, Section 917.1.2 for Valet Service. C SS I SPECIAL PERMIT as per Article 9, Section 906.6 for Pool/Outdoor R-..eeational Area. CLASS II SPECIAL PERMIT as per Article 9, Section 923.4 providing a total of five (5) 12 x 35 loading berths, including the reduction of one from 12 x 55 to 12 x 35. CLASS II SPECIAL PERMITS as per Article 6, Section 605.3, for new construction in the SD-5 District. CLASS II SPECIAL PERMIT as per Article 9, Section 908.2 for access from a public street with widths greater than 25 feet. 99" 46rl food/drinVshelter. CLASS 11 SPECIAL PERMIT as per Article 6 Section b05.11 for signage. arle ee, Date Zohing Inspector II 9 9 - 467 Exhibit "2" Estoril Incorporated owns: Tract "A" of U.C.P. SUBDIVISION, according to the plat thereof as recorded in Plat Book 121, at Page 93 of the Public Records of Miami -Dade County, Florida. and E.S. Properties, Inc. owns: Lots 1, 2 and the westerly 10.00 feet of Lot 3, of HIGHLEYMAN'S SUBDIVISION, according to the plat thereof as recorded in Plat Book 1, at Page 184 of the Public Records of Miami - Dade County, Florida. M IAM VPA R D OA/1016265J1s5101 I. D O C/4/07/99 99 - 467 I EDIT 3 Disclosure of Ownership E.S. pROPERTIES, INC., a Florida corporation, is 100% owned by: 1. Espirito Santo Bank, a Florida corporation, which is owned by: a) pernando Espirito Santo Silva (42%) b) Manuel Fernando Espirito Santo Silva (42°!) c) E.S. Financial Croup S.A. (15%); a Luxembourg corporation, the shares of which are held by the public. ESTORIL INCORPORATED, a Florida corporation, is 100% owned by: 1. Euroadantic Inc., a Florida. corporation, which.is 100% owned by: 2. E.S. Resources Ltd., a Bahamas, corporation, which is 100% owned by: 3. E.S. International Holding S.A., a Luxembourg corporation, shares of which are held by the public. 99 467 CITY OF MIAMI OFFICE OF HEARING BOARDS APPLICATION FOR SPECIAL EXCEPTION SECTION 2=653 OF THE CODE OF THE CITY OF MIANH, 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. Within the City generally, or within certain zoning districts, certain structures, uses, and/or occupancies specified in this ordinance are of a nature requiring special and intensive review to determine whether or not they should be permitted in specific locations, and if so, the special limitations, conditions, and safeguards which should be applied as reasonably necessary promote the general purposes of this Zoning Ordinance and, in particular, to protect adjoining properties and the neighborhood from avoidable potentially adverse effects. It is further intended that the expertise and judgment of the Zoning Board be exercised in making such determinations, in accordance with the rules, considerations and limitations relating to Special Exceptions (see Article 16 of the Zoning Ordinance). Formal public notice and hearing is mandatory for Special Exceptions. The Zoning Board shall be solely responsible for determinations on applications for Special Exceptions except when otherwise provided for in the City Code. All applications shall be referred to the Director of the Department Planning and Development for his recommendations and the Director shall make any further referrals required by these regulations. of Estoril•Incorporated 1, Adrienne F . Pardo on behalf , hereby apply to the City of Miami Zoning Board foi- approval of a Special Exception for the property located at 1395 B r i c k e l l Avenue, Miami, Florida . folio number 01- 2 -10 - 5 0 -101 Nature of Proposed Use (please be 01-41- - specific): Special Exception as per Article 6, Section 605.4.3(2) to allow a bar/lounge open to the public within the Sli-5 LitstrTcE. 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. 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. 99 - 4br1 X _ 3. Affidavits disclosing ownership of property covered by applications and disclosure of interest from (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. X 5. At least two photographs that show the entire property (land and improvements). X 6. Recorded warranty,deed and tax forms for the most current year available that show the present owner(s) of the property. X 7. Other (Specify and attach cover letters explaining why any document you are attaching is pertinent to this application). MUSP application X 8. Fee of $ n la _ to apply toward the cost of processing according to Section 62-156 of the Zoning Ordinance: SpecialException...............................................................................................$ $00.00 Special Exception requiring automatic city commission review ............... .$2,000.00 Extension of time for special exception.............................................................$ 500.00 Public hearing mail notice fees, including cost of handlingand mailing per notice.........................................................................$ 3.50 Surcharge equal to applicable fee from item above, not to exceed eight hundred dollars ($800.00) except from agencies of the city; such surcharge to be refunded to the applicant if there is no appeal from a property owner within three hundred and seventy-five (375) feet of the subject property. Name Adrienne F. Pardo Address 1221 Brickell Avenue Miami, Florida 33131 Telephone (305) 579-0683 Date April 7, .1999 1 9 - 467 STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this 7 t h day of _ April 19�, by Adrienne--F. Pardo ` ' who is personally known to me or who has produced as identification and who did (did not) take an oath. Name: �7. NOTARYSEAL Notary Public-S to of RWLRGONZALEZ Commission No.: NO'rARYPUBUCSTATE OFFWRTnA MMISS10N NO. CC77Y11A My Commission Vj@ MtSS10N EXP. SE!Z RIM *#*********#*****#*#*********##*##**#**A******AAA*#******A*A**A****#***#*##*****##*****A******** STATE OF FLORIDA COUNTY OF NHAMI-DADE The foregoing instrument was acknowledged before me this day of i9 , by of a corporation, on behalf of the corporation. He/She is personally known to me or has produced as identification and who did (did not) take an oath. Name: Notary Public -State of Florida Commission No.: My Commission Expires: STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this day of 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: 99- 467 STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this 7 t h day of April 19_999, by Adrienne F. Pardo who is personally known to me or who has produced _ as identification and who did (did not) take an oath. Name: NOTARYSEAL Notary Public-Sti to of LRGONZALEZ Commission No.: NOTARY PM 1CSrATE OF FWRMA tM&SION No. CM1W- My Commission V MMLSSION g?L1 5EP1' 1?.2L 2 STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this day of 19 , by of a corporation, on behalf of the corporation. He/She is personally known to me or has produced as identification and who did (did not) take an oath. Name: Notary Public -State of Florida Commission No.: My Commission Expires: STATE OF FLORIDA COUNTY OF NIIAMI-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: 99- 467 CITY OF MIAN 1 OFFICE OF HEARING BOARDS APPLICATION FOR VARIANCE i#iMttt##i#tti##t#ttti##tt#tiiii#tiidid#iid#t###iiiidii4diiii##iiiiidi#iii4i#####d##t####tt#*t## 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 rN 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. ii#i#ii##id###d##t####ttiti##ii#diidii#dii#iih0yiid##iiidid#di#ii#idiiiid#t#di#iA#iitd#i#t###i#* 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). Incorporated I, Adrier-- F. Pardo on behalf of Estoril , hereby petition the City of Miami Zoning Board for Variance from erms of the Zonin Ordinance of the City of Miami, affecting property located at 1395 Brickel venue, Miami, lorida folio number p - - - - an - - -iu as specified below. 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. ag_ 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. X 5. At least two photographs that show the entire property (land and improvements). J 99- 467 x 6. Recorded warranty deed and tax forms for the most current year available that show the present owner(s) of the property. y,_ 7. Other (Specify and attach cover letters explaining why any document you are attaching is pertinent to this application). MUSP Application X 8. Fee of $ 11, 011. 50 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)......................$250.00 Piers, docks, wharves and the like, for each Variance from the ordinance, per lineal foot...............................................................................$ 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 Allother 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 X 9. The Variance request is for relief from the provisions of Section 605.8.1 of the City of Miami Zoning Ordinance as follows: North side setback-1.5 feet required and 10 feet provided. 99- 467 X 10. In support of the applit. in, 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.) The variance is necessary due to the shape of the property and the City's requirement for a right-of-way dedication. X (b) The special conditions and circumstances do not result from the actions of the petitioner in that: The applicant has no control over the shape of the property or the dedication requirement by the City. 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 ioner in that: Literal interpretation of the Zoning Ordinance would prohibit the applicant from constructing what is permitted by the Zoning Ordinance in the SD-5 district. 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: The applicant is asking for the minimum variance which will enable it to construct a building as permitted by the Zoning Ordinance. X (e) The Variance, if granted, is the minimum Variance that will make possible the reasonable use of the land, building or structure in that: What is being requested (5 feet variance) is the minimum variance. 99- 467 IN x M 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. The property is surrounded by adjacent highrises and will be a benefit and improvement to the neighborhood and in keeping with the surrounding buildings. Note: All documents, reports, studies, exhibits or other written or graphic material to be submitted to the Zoning Board shall be submitted with this application. Signature a J, A e r Name Adrienne F. Pardo Address 1221 Brickell Avenue Miami, Florida 33131 Telephone (305) 579-0683 Date April 7, 1999 9 9 - 467 IN STATE OF FLORIDA COUNTY OF MIAMI-OADE The foregoing instrument was acknowledged before me this 7th day of April 19 99 , by Adrienne F. Pardo who is personally known to me or who has produced as identification and who did (did not) take an oath. r � U Name: —'— Notary Public -State oAL NOTARYSEAL Commission No.: MARISOLRGONZALEZ My Commission E % YPuBucSTATERE vOMMdS51ON NO. My COMMISSION EXP. ►�*+F*te��**,t,tir*,t*r**,r+►*r**r,►,r**+t,tr*f**ik*o**t#A*,tA�A*+tA*���r!*�k*,r��,t�M**,►*r**,thAtAA�*,►�a*{t*ra�r*,t,t** STATE OF FLORIDA COUNTY OF MIAMI-DARE The foregoing instrument was acknowledged before me this day of 19 , by of a corporation, on behalf of the corporation. He/She is personally known to me or has produced as identification and who did (did not) take an oath. Name: Notary Public -State of Florida Commission No.: My Commission Expires: **�**.,r,r�,�***�**,are**,�*,r****��+►rr��*,�,r*�,r�,r«t,►�«o*r***,�**�,►�,t��a*,tea*r,�aa��s,ta�ar**�t,t*�*�**�,�****a*� STATE OF FLORIDA COUNTY OF MIAMI-DADS 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: 9 9 - 467 CONSUELO M. QUINTANA REAL ESTATE DATA RESEARCHER 1111 SW 11th Avenue, Miami, FL 33129-1820 OFC # 305-858-2287 FAX # 305-859-2439 APRIL 06, 1999 CITY OF MIAMI PLANNING & ZONING BOARD ADMINISTRATION DEPARTMENT P.O. BOX 330708 MIAMI, FL 33133 RE: PROPERTY OWNERSHIP LIST WITHIN 375' FT FROM: 1395 BRICKELL AVENUE MIAMI, FL 33131 (STREET ADDRESS) (SEE MAP ATTACHED) (LEGAL DESCRIPTION'; DADE COUNTY FLORIDA. THIS IS TO CERTIFY THAT THE ATTACHED OWNERSHIP LIST, MAP AND MAILING MATRIX IS A COMPLETE AND ACCURATE REPRESENTATION OF THE REAL ESTATE PROPERTY AND PROPERTY OWNERS 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. (—;30 LABELS) (MIA-2120)(L-500) (INV-2114) COPY 99- 467 (L-500L) (30 LABELS) (ORI, ALLY 45 NAMES) :CKELL BAY PLAZA INC/CR BAYHAVEN INV INC lU0 S BISCAYNE BLVD#1100 1414 NW 107TH AVE #215 MIAMI FL 33131 MIA FL 33172 BRICKELL EQUITIES CO LTD OLIVE BAY CORP %BRICKELL EQUITIES CO LTD 2876 HE 191ST ST #600 1221 BRICKELL AVE #1870 AVENTURA FL 33180 MIA FL 33131 BRICKELL JT VENT 2 SO BISC BLVD #1800 MIA FL 33131 CITY OF MIA P & D DIV ASSETS MGT 444 SW 2ND AVE #325 MIA FL 33130 BAYSHORE ROYALE CO ` S BISC BLVD #1100 FL 33131 2RM INV INC 1250 BRICKELL BAY DR MIA FL 33131 RICARDO MONTERO 8360 SW 114 ST MIA FL 33156 BLUMBERG BRICKELL LTD 255 ALHAMBRA CIR #1100 C GABLES FL 33134 BABYLON INT'L INC 180 ISLAND DR Y"Y BISC FL 33149 NATIONS BK NA (SO) 100 N TAMPA ST #1700 TAMPA FL 33602 MUTUAL OF OMAHA INS PO BOX 010711 MIAMI FL 33101 FOTIS A T?•'`UIS % SUAREZ 170 SE 1�' i TER MIA FL 33131 DONALD V SHAFFNER 6751 CYPRESS RD #106 FT LAUD FL 33317 BRICKELLINVEST JT VENT 2 SO BISC BLVD #1800 MIA FL 33131 RICHARD OCCONNELL TR % TRANSAL CORP 2121 SW 3 AVE 8TH FL MIAMI FL 33129 THE TAPLIN CO LTD 1177 KAM CONCOURSE BAL HARBOUR ISL FL 33154 1 PHOENIX INV CO LE REM RICHARD O'CONNELL TR 2121 SW 3 AVE 8FL MIAMI FL 33129 HORACIO TORO STANLEY DODD JR PO BOX 430680 MIA FL 33243 TIGERVEST N V % DELOITTE & TOUCHE LL 201 E KENNEDY BLVD #700 TAMPA FL 33602 IBEX 1200 BRICKELL ASSC 2333 PONCE DE LEON BLVD #650 C GABLES FL 33134 PEACOCK PROP INC 1110 BRICKELL AVE #900 MIA FL 33131 PACIFIC NATL BK NA 1390 BRICKELL AVE MIA FL 33131 TIGERVEST NV/CR 132 MINORCA AVE % SMITH ORTIZ GOMEZ C GABLES FL 33134 COMMODORE BAY CONDO ASSC CONDO ASSOC 1402 BRICKELL BAY DR MIA FL 33131 BRICKEL BAY TOWER CONDO CONDO ASSOC 1408 BRICKELL BAY DR MIA FL 33131 KEY REAL EST DEV 2 CORP BRICKELL INV REALTY CO FORTUNE HOUSE CONDO ASSC 3006 AVIATION AVE #2A 1850 K ST NW % E KOLA 185 SE 14TH TER COCONUT GROVE FL 33133 WASHINGTON DC 20006 MIA FL 33131 99 - 467 1 . \ I O+ 7 re 73 ti tg ��' S ��4� t8 : Al ` ,re ie ra re •ter 4° 8 S / Lyi�EO fll@ N.9 's a sryTEs = a a ' ',� sue , T �` �+,•'^'aT it !� iN , •:< ri r. S" _� OtiS a \ ` TFA T s 4 b Ir.•3 ' ST. h �� '�. 4 B Io FORTE PROPERTIES q s� SUE&(113 13tw SE/ifrh' --T s e. TR'AII Hq s� ma .. e s n K• SV Try `� SF' �j • � �` \��1 0l y �'1,�.i 1\�, ,r �� �y(A 1` 'w I ( •' j d S7, 1\ .; \ _==^^^II•,,1,� �y'V ',,• MS'�C! 1n • Gr J 'n ST f; r11/ra \ T I Y i ti _ 1 ,r „ .. 's •e FQR1E PLAZA Ty SW 14IA Tcep I 7s y iRpL( a h• , J� ; of D ro , 33 34 N L H � V h i 0 Q' q y 0 S ckqE Z COSTA 8E LA r4 ,•.a R�. �l\. �. SUB. . DEVELg�MiEN1' s KLS I (A^ \\ u r4 SUB 7-14) •Tstrcr q G� VIZCAYA \1 \„ �� \ \ '• �� It TORCH R. \ ` ZONING KEY � r \• 4! r-V 4 MUTUAT• OF OM.ntrn SUP TRACT_ A (L-500) (45 LABELS) 'A 1201 BRICKELL AVE 01-02105-005-010 B-L-K SUB PB 117-70 TRACT A TR A 1221 BRICKELL AVE POI-4139-035-0010 BRICKELL BAY PLAZA INC/CR 100 S BISCAYNE BLVD#1100 MIAMI FL 33131 BRICKELL EQUITIES CO LTD % BRICKELL EQUITIES CO LTD 1221 BRICKELL AVE #1870 MIA FL 33131 MIRADO COURT_PB 14-14 N1/2 LOT B LESS S50FT & FILLED LANDS SELY TO BRICKELL JT VENT BLKHD/L 2 SO BISC BLVD #1800 1275 BRICKELL BAY DR MIA FL 33131 01-02105-003-020 S50FT OF N1/2 OF LOT B & FILLED LANDS SELY TO BRICKELL JT VENT BLKHD/L 2 SO BISC BLVD #1800 1201 BRICKELL BAY DR MIA FL 33131 01-02105-003-021 S1/2 LOT S & FILLED LANDS SELY TO BLKED/L LESS BRICKELL JT Tl-, n. R/W FOR SO BAY SHORE DR 2 SO BISC BLI #1800 1345 BRICKELL BAY DR MIA FL 33131 01-02105-003-030 MIR.ADO COURT A RE -SUB PB 14-44 LOT C CITY OF MIA P & D TO CITY OF MIAMI FOR ST DIV ASSETS MGT 01-02105-003-040 444 SW 2ND AVE #325 MIA FL 33130 LOT 20 LESS W7FT & ALL LOT 22 BAYSHORE ROYALE CO 180 SE 13TH ST 100 S BISC BLVD #1100 FO1-02105-003-200 MIA FL 33131 LOTS 23 & 25 2RM INV INC 1250 BRICKELL BAY DR 1250 BRICKELL BAY DR 01-02105-003-210 MIA FL 33131 LOTS 24 & 26 RICARDO MONTERO 1300 BRICKELL BAY DR 8360 SW 114 ST 01-02105-003-220 MIA FL 33156 FORTE PLAZA PB 96-21 TRACT A TR A BLUMBERG BRICKELL LTD 1401 BRICKELL AVE 255 ALHAMBRA CIR #1100 POI-02105-007-010 C GABLES FL 31134 6� LOT 5 LESS NLY 10FT FOR R/W & S1/2 OUT LOT 5 LESS HLY 25FT FOR R/W BK 2 240 SE 14TH ST 01-02105-002-240 ALL LOT 6 & LOT 7 LESS BEG NW COR ESOFT SWLY TO ALLEY WLY24.5FTNLY TO POB & N25FT OUT LOT 5 218 SE 14TH ST 01-02105-002-250 BEG AT NW COR LOT 7 E50FT S TO ALLEY W24.5FT N TO BEGIN & LOT 8 194 SE 14TH ST 01-02105-002-260 LT 9 & E15FT OF IT 10 LESS NLY10FT THEREOF FOR R/W 180 SE 14TH ST 01-02105-002-270 01-02105-002-280 E40FT LOT 11 & W35FT LT 10 LESS HLY THEREOF FOR R/W & W10FT LOT 11 & LOT 12 170 SE 14TH ST BABYLON INTIL INC 180 ISLAND DR KEY BISC FL 33149 KEY REAL EST DEV 2 CORP 3006 AVIATION AVE #2A COCONUT GROVE FL 33133 BAYHAVEN INV INC 1414 NW 107TH AVE #215 MIA FL 33172 OLIVE BAY CORP 2876 NE 191ST ST #600 AVENTURA. FL 33180 NATIONS BK NA (SO) 100 N TAMPA ST #1700 TAMPA FL 33602 HIGHLEYMANS SUB. PB 3-110 AKA HIBISCUS PLACTs BLOCK 1 MUTUAL OF OMAHA INS LOTS 1 TO 4 & FILLED LANDS SELY TO BLKHD/L LESS PO BOX 010711 R/W MIAMI FL 33101 1235 BRICKELL BAY DR 01-02105-004-010 LOT 5 & 6 & FILLED LANDS SELY TO BLKHD/L LESS R/W 1245 BRICKELL BAY DR 01-02105-004-020 PVT LANE S OF LOT 6 & FILLED LANDS SELY TO BLKHD/L 01-02105-004-030 1255 BRICKELL BAY DR BRICKELL INVEST .7T VENT 2 SO BISC BLVD #1800 MIA FL 33131 BRICKELL INVEST JT VENT 2 SO BISC BLVD #1800 MIA FL 33131 BLOCK 2 THAT PORT OF 10FT STRIP MARKED PVT ALLEY LYG N CITY OF MIA DPT OF P & D OF LOTS 1 TO 10 DIV ASSET MGT 1201 BRICKELL AVE 444 SW 2ND AVE #325 01-02105-004-150 MIA FL 33130 BLOCK 3 LOT A 190 SE 12TH TER 01-02105-004-160 CITY OF MIA DPT OF P & D DIV ASSET MGT 444 SW 2ND AVE #325 MIA FL 331� 9 — 467 A LOT B 186 SE 12TH TER 01-02105-004-170 FOTIS A TAQUIS % SUAREZ 170 SE 12TH TER MIA FL 33131 LOTS 1-2-3 LESS N5FT & 1OFT STRIP OF LAND MARRED FOTIS A TAQUIS PVT ALLEY LYG S OF & ADJ TO LOTS 1-2-3 % SUAREZ 170 SE 12TH TER 170 SE 12TH TER 01-02105-004-180 MIA FL 33131 10FT STRIP S OF LOTS A & B 1260 BRICKELL BAY DR 01-02105-004-250 HIGHLEYMANS SUB PB 1-194 E28FT LOT 7 171 SE 14TH ST 01-02105-001-040 LOT 8 LESS S10FT FOR. ?!W 183 SE 14TH ST 01-02105-001-050 W100FT LOT 9 LESS S10FT FOR R/W 1390 BRICKELL BAY DR 01-02105-001-060 HI_HLEYMANS SUB. PB 3-110 AKA HIBISCUS PLACE BLOCK 3 LOT 9 LESS W150FT & LESS BEG 160FTE OF W/L LOT 9 TH S140FT E100FT SELY13FT M/L W120FT N150FT E105FT TO POB & UNPLATTED PORT LOT 26 PER PB B-113 & FILLED LANDS SELY TO BLKHD/L & LESS R/W FOR S BAY SHORE DR 195 SE 14TH ST 01-02105-001-080 MARY BRICKELL_ADDN. PB B-113 BLOCK 99 LOTS 1-2 1414 BRICKELL AVE 3 01-02099-001-010 LOTS 3 THRU 7 & N1/2 1428 BRICKELL AVE 01-02099-001-030 DONALD V SHAFFNER 6751 CYPRESS RD #106 FT LAUD FL 33317 BAYSHORE ROYALE CO 100 S BISC BLVD #1100 MIA FL 33131 BAYSHORE ROYALE CO 100.S.BISC BLVD #1100 MIA FL 33131 BAYSHORE ROYALE CO 100 S BISC BLVD #1100 MIA FL 33131 BRICKELLINVEST JT VENT 2 SO BISC BLVD #1800 MIA FL 33131 RICHARD OCCONNELL TR % TRANSAL CORP 2121 SW 3 AVE 8TH FL MIAMI FL 33129 OF LT 8 THE TAPLIN CO LTD 1177 KANE CONCOURSE SAL HARBOUR ISL FL&E54 B-113 LOTS 24-25 1435 S MIAMI AVE FO1-02099-001-180 LOT 2 6 1421 S MIAMI AVE FO1-02099-001-190 NWLY75FT OF ITS 27-28 1411 S MIAMI AVE 01-02099-001-200 SWLY75FT OF LTS 27-28 20 SE 14TH ST 01-02099-001-210 RLOCK_100 LOOFT LOT 6 050 BRICKELL AVE 01-02099-001-260 S100FT OF N200FT LOT 6 1060 BRICKELL AVE 01-02099-001-270 BRICKELL INV REALTY CORP % ELENA MOLA 1850 K ST NW WASHINGTON DC 20006 PHOENIX INV CO LE REM RICHARD O'CONNELL TR 2121 SW 3 AVE 8FL MIAMI FL 33129 RICHARD O'CONNELL TR % TRANSAL CORP 2121 SW 3 AVE 8FL MIAMI FL 33129 RICHARD O'CONNELL % TRANSAL CORP 2121 SW 3 AVE 8FL MIAMI FL 33129 HORACIO TORO STANLEY DODD JR PO BOX 430680 MIA FL 33243 HORACIO TORO STANLEY DODD JR PO BOX 430680 MIA FL 33243 THAT PART OF S150FT OF LOT 6 LYG SLY OF SE13 ST TIGERVEST N V EXTD `!s DELOITTE & TOUCHE LL 1240 BRICKELL AVE 201 E KENNEDY BLVD #700 01-02099-001-280 TAMPA FL 33602 THAT PART OF S150FT OF LOT 6 LYG NLY OF SE 13 ST IBEX 1200 BRICKELL ASSC EXTD LESS ELYIOFT & S20OFT OF X600FT OF LOT 6 2333 PONCE DE LEON BLVD LESS ELYIOFT FOR R/W #650 1200 BRICKELL AVE C GABLES FL 33134 01-02099-001-300 S200FT OF N40OFT LOT 6 LESS PORT LYG IN R/W 1100 BRICKELL AVE 01-02099-001-320 LOTS 7 THRU 11 & IOFT ALLEY LYG NWLY & ADJ CLOSED PER R-87-398 1300 BRICKELL AVE 01-02099-001-360 PEACOCK PROP INC 1110 BRICKELL AVE #900 MIA FL 33131 TIGERVEST NV/CR % D & T 201 E KENNEDY BLVD #700 TAMPA FL 3 3 6 0� 9, 467 67 VARY BRIO ELL ADDN. ED�$_113 BLOCK 100 LOTS 12 THRU 15 & 20FT ALLEY LYG BETW LOTS CLOSED PER R-87-398 75 SE 14TH ST 01-02099-001-380 LOTS 16 & 17 & LOFT CLOSED PER R-87-398 1333 S MIA AVE 01-02099-001-420- ALLEY LYG SELY & ADJ PACIFIC NATL BK NA 1390 BRICKELL AVE MIA FL 33131 TIGERVEST NV/CR 132 MINORCA AVE % SMITH ORTIZ GOMEZ C GABLES FL 33134 LTS 18-19 & THAT PART OF LT 20 NOT USED FOR ST TIGERVEST NV/CR & 10FT ALLEY LYG SELY & ADJ CLOSED PER R-87-398 % DELOITTE & TOUCHE 1301 S HIAMI AVE 201 E KENNEDY BLVD #700 01-02099-001-440 TAMPA FL 33602 PP,INT VIEW SUB, PBB 2-93 BLOCI 2 LOT 4 1402 BRICKELL BAY DR 01-4139-056* C9,7N:`-iDORE BAY CONDO ASSC CQ=:':J ASSOC 1402 BRICKELL BAY DR MIA FL 33131 LOTS 1-2-3-31-32-33 & ELY 5FT OF LOT 30 & PORT OF BRICKEL BAY TOWER CONDO LOT 34 BEG AT NE CO S25FT SWLY TO W/L NBFT TO NW CONDO ASSOC COR NELY TO POB OF LOFT ALLEY LYG S OF SLY/L OF 1408 BRICKELL BAY DR LOT 4 EXT W & NLY OF LOT 34 W LESS R/W MIA FL 33131 1408 BRICKELL BAY DR 01-4140-026 ST_JAMES AT BRICKELL PB 146-99 TRACT A 185 SE 14TH TER 01-4139-057-0010 PAU 01-0210-050-2290/2300-2380-2390-2400-2410 FORTUNE HOUSE CONDO ASSOC 185 SE 14TH TER MIA FL 33131 99- 467 ESPIRTO SANTO. P4.AZR hr�ti ect a10 , Ia�iorta . 7 � Zoning District SD - 5 1395 Brickell Avenue Miami, Florida 33129 Site Data Gross Lot Area = 138,500 sq. ft. Net Lot Area = 101,568 Isq. tt. Tower Building Footprint = 27,312 s . ft. Parldng Garage F nt = 36,628 s . ft. Total Buildin Footprint = 63.940 e . ft. Floor Area Limitations For est en isl I Non-Kesidentiall BillIdings Provided Allowed Total Allowable Floor Area = FAR 570.315 sq. ft. 588,625 sq. ft 4.25 x Gross Lot Area-� Maximum Non-Resdential Floor Area = FAR 437,681 sq. fi 450,125 9. ft. 3.25 x Gross Lot Area en Space Open Space Provided Open Space Required 15% Net Lot Area Ground Floor Brickell Avenue Yard 12.489 S.E. 13th Street Yard 6,576 S.E. 14th Street = 12,699 31,764 ft. Tjn Space = 31,764 . ft. 15,235 . ft, ut to et tmt ons ui inst HeistProvided OM= Allowed Tower 35 Fkxxs 492'-6" No Height Restriction Based on FEMA flood line EI. 14'-0" Parking Garage 12 Levels 128'-4" 193' - 6 5f8" 35% of Tower Height (Based on FEMA flood line El. W-C)") ut to ron es S.E. 13th Street = M. - a' S.E. 14th Street = M. - a' Brickell Avenue = 195' - a' ul ing a ac s Setbacks I Provided Minimum Required S.E. 13th Street = 15'- a' 15, - 0" (I OV' from Building Base Line (Variance Required) S.E. 14th = 15, - a' 15, - 0" Brickell Avenue = 30' - a' 30- a' Page 1 9 9 - 467 eParking Parki Spaces Provided Minimum S paces Maximum Spaces Required I Allowed Residential Units 1 space per unit 2 spaces per unit 144 Units 160 Spaces 144 Spaces 288 Space s Business Use 1 space per 800sq it. 1 space per 500 tL 792 spaces FAR= 395,767 _ 762 Spa 495 spaces Retail/Restaurent Uses 1 space r 1000 sq ft. 1 space r 300 sq ft FAR= 22,945 50 Spaces 23 spaces 76 s aces Health Club 1 space per 1000 s . ft. 1 space r 500 sqft. FAR= 9,785 15 Spaces 10 spaces 20 spaoesi Sub Total: 987 Spaces 672 Spaces 1176 S ces Handica ADA 2% of Total Allowable 20 ADA Minimum 13 ADA Minimum 24 ADA Minimum Total: 1,007 Spaces Provided (20 HC Spaoes Parking on i ura on LMM! I Number of Parkin S aces Tower Ground Floor Parkin 19 1 HC Spaces) Ground Level Parking _(I 65 (3 HC Spaces) First Parkin Level 62 Second Parking Level 65 Third Parking Level 65 Fourth Parking Level 85 4 HC S ces Fifth 92 Sixth Parldng 89 2 HC Spa Seventh Park avel 92 Eighth Parldng Level 92 Ninth Parking Level 92 Tenth Parking Level 92 Eleventh Parldng Level 62 Twelfth Parldng Level 43 Total Parkin = 1,007 20 HC Sp acos) Loading Requirements Provided Be&uired Project FAR 25,000 to 500,00_G.S.F. 4 Berths 12x35ft. Square Footage= 587,468 S . Ft. 4 Berths at 12 x 35 ft Every additional 500,00 G.S.F. 112x55fL 1 Berth at 12 x 55 ft. 5 Berths Class II Permit required 12 x 35 fL Page 2 99- 467 Tower Floor Area Breakdown Floor Program Fir. to FAR Non - FAR Gross Level Fir. bit. Area 35 Residential 13'.4" 7,894 5,901 13,795 34 Residential 10'40" 14,271 4,333 _ 18,604 33 Residential IlOV' 14,342 4,333 18,675 32 Residential 10'-0" 14,411 4,333 18,744 31 Residential 10'-0" 14,476 4,333 18,809 30 Residential 10'-0" 14,538 4,333 18,871 29 Residential 10'-0" 14,597 4,333 18,930 28 Residential 10'-0" 14,654 4,333 18,987 27 Residential 10140" 14,484 4,503 18,987 _ 26 Residential 10'-0 11,820 7,274 19,094 25 Residential/ Atrium 10'-0" 11,871 7,247 19,118 _ 24MZ Mechanical Mezzanine 13'-4" 0 19,193 19,193 24 Mechanical 101-0" 0 19,240 19,240 23 Office Hi -Rise 13'-4" 17,968 1,875 19,843 22 Office Hi -Rise 13'-4" 18,073 1,8751 19,948 21 Office Hi -Rise 13'-4" 18,075 1,875 19,950 20 Office Hi -Rise 13'-4" 18,124 1,875 19,999 19 Office Hi -Rise 13'4" 18,169 1,875 20,044 18 Office Hi -Rise 13'4- 18,213 1,875 20,058 17 Office Hi -Rise 13'-4" 17,741 2,388 20,129 16 Office Hi -Rise 13'4" 17,780 2,388 20,168 15 Office Hi -Rise 13'-4" 17,711 2,4941 20,205 14 Office Hi -Rise 13'-W' 17,747 2,494 20,241 13 Office Hi -Rise 13'-4" 17,777 2,494 20,271 12 Office Lo-Rise 13'4" 17,807 2,494 20,301 11 Office Lo-Rise 13'-4" 17,835 2,494 20,329 10 Office Lo-Rise 13'-4" 17,861 2,494 20,355 9 Office Lo-Rise 13'4" 17,885 2,494 20,379 8 Office Lo-Rise 13'-W' 1 17,907 2,4941 20,401 7 Office Lo-Rise 13'-W-1 17,928 2,4941 20,422 6 Office Lo-Rise 13'-4" 17,341 3,0981 20,439 5 Office/ Terrace 13'-4" 17,560 2,897 20,457 4 Office 13'-4" 26,663 4,301 30,964 _ 3 Office 13'4" 18,704 12,272 30,976 2 Bank Offices 174' 6,921 1,561 8,482 Restaurant 13'4' 7,203 1,296 8,499 Open Lobby_ 14,005 14,005 1 Building Lobby 23'-6" 4,371 3,359 7,730 Residential Lobb 13'-47 23'-6" 2,429 0 2,429 Restaurant/Bar 13'4" 6,511 0 5,511 Bar/Rest. 13'-4" 2,639 237 2,876 _ Retail 13'-4" 1,655 0 1,655 Bank Offices 13'-4"/ 23'-6" 3,977 01 3,977 Gmd __Lobby/StDrage Parld 111-6" 3,382 22,724 26,106 owe- ng Subtotals Page 3 99- 467 Parking 0 raae Floor Area Breakdown Floor Program Flr, to FAR Non - FAR Gross Level Mr. Fit. Area Roof Level Health Club Tennis Court Swimmina Pool 9,79 25,905 35,690 Mechanical 1,589 1 58q 12 Parking 0 35,690 35,690 11 Parking 0 35,690 35,690 10 Parking 0 35,690 35,690 9 Parking 01 35,690 35,690 8 Parking 0 35,690 35,690 7 Parking 0 35,690 35,690 6 farking 0 35,690 35,690 5 Parki 0 35,690 35,690 4 Parking 0 35,690 35,690 3 Parking 0 35,690 35,690 2 Parking Mechanical 0 35,E 35,690 1 Parking/Lobby 815 28,938 29,753 Retail 5,937 0 5,937 Gmd Parking Mechanics 616 34,677 35,293 Total Parking are e u totes 179153 483,60 500,8 o s 587,468 681,610, Program FAR Business Offices 384,869 Bank Offices 10,898 Total Office FAR = 395,767 Total Retail 1 7,592 Total RestaurantlBar 15,353 Total Residential FAR = 147,358 Health Club 9,785 Page 4 9 9_ 467 ESPIRITO SANTO PLAZA Miami, Florida (Revised April 13, 1999) PROPOSED M.U.S.P. SCHEDULE November 9, 1998 Pre -Application Conference - Riverside Center, 3`d Floor (Completed). November 16, 1998 Submission deadline by architect of 25 sets of plans to Lourdes Slazyk for Large Scale Development Committee meeting. (Completed) December 7, 1998 Large Scale Development Committee Meeting, Riverside Center, 3`d Floor. (Completed) March 15, 1999 Submittal to Greenberg Traurig of the following reports: Traffic, Site Utility and Economic & Architectural and Landscape Plans. (Completed) March 22, 1999 Architect should begin getting 4 large plans stamped and signed by Hearing Boards, Public Works, Zoning and Planning Depts. (Completed) March 29, 1999 Architect to submit reduced architectural and landscape plans to Greenberg Traurig. (Completed) April 5, 1999 Submission Deadline for 10 Sets of Plans to Planning Department for Urban Development Review Board meeting. Submit to Anel Rodriguez, 3`d Floor, Planning Dept. (Completed) April 7, 1999 Submission Deadline for Complete MUSP Application to Hearing Boards (books & plans) April 14, 1999 Urban Development Review Board meeting City Hall 3:00 P.M. (Owner, Architects and Landscape Architect to attend). May 17, 1999 MUSP Zoning Board hearing City Hall-7:00 P.M. (Everyone to attend). June 16, 1999 MUSP Planning Advisory Board hearing City Hall- 7:00 P.M. (Everyone to attend). July 27, 1999 MUSP City Commission meeting City Hall- 2:00 P.M. (Everyone to attend). The dates suggested above are intended as an approximate timeline. All dates are subject to continuations by the Boards and the timely completion of the prerequisites pertaining to each item. MIAMUPARDOA19=35A2_301 I.DOC/4/13/99 99-- 467 UTT. 1455F)** 2905 ACC. 4 THIS DEED, made on May 23, 1990, between CLARENDON PROPERTIES, INC., a Florida Corporation, Grantor, and E.S. PROPERTIES, INC., a Florida corporation, whose post office address is 1395 Brickell Avenue, Miami, Florida, 33131, Grantee; WITNESSETH, that Grantor, for and in consideration of the sum of $10.00 and other good and valuable consideration to Grantor in hand paid by Grantee, the receipt of which is hereby acknowledged, has granted, bargained, and sold to the Grantee, and Granteel's successors and assigns forever, the following -described land, situate, lying, and being in Dade County, Florida: Lots 1 and 2 and The West 10' of Lot 3, HIGHLEYMAN'S SUBDIVISION, according to the Plat thereof, recorded in Plat Book 1, Page 184, LESS the Southwesterly 10' of Lots 1 and 2 and the Southwesterly 10' of the West 10' of Lot 3, conveyed to City of Miami by Official Records Book 10770, Page 1069, all of the Public Records of Dade County, Florida. This is a conveyance of unencumbered real property to a corporation by a shareholder as a contribution to capital and not in exchange for valuable consideration. The conveyance is not subject to taxation as per Fla. Admin. Code 12B-4.014(17). This conveyance is subject to: a. Taxes for the year 1990 and all subsequent years. b. Restrictions, conditions, easements and limitations of record. And Grantor does hereby fully warrant the title to the land, and will defend the same against the lawful claims of all persons whomsoever. IN WITNESS WHEREOF Grantor has hereunto set its hand and seal the day and year first above written. Signed in our presence: CLARENDON �PERTIES, INC. JOS ' ' . THERIAGA,,wnlnug4 sident '' ti4t RECDROM IN OFFICIAL R.^.XGL-S <!$�. Q •C 'R -Zj 4% a OF RECORD COUNTY, FLDP.ICA. (Corp orate ; i'l lQ'� o R[CpRD VERIFIED V ' STATE OF FLORIDA) AIG'HAM o P1.,PTh•TJ� „ )SS: CLERK CIRCUIT Cl�"%T s p •,J �V,• 4 COUNTY OF DADS ) -.,• a4 • • .....• The foregoing instrument was acknowledged before me th'iv''2a M,I�'" day of May, 1990, by JOSEPH T. THERIAGA, as President of CLARENDON PROPERTIES, INC., a Florida corporation, on behalf of, -.'the,- corporation. NOTARY PUBLIC, StatE:.lo d ` at Largeco _ My commission Expir � ;, .. This instrument was b .,,1 ?�lCs" ,Tr•O`,` prepared Y% NOTARY PUBLIC STATE OF FLORIDA Robert W. Stewart, ESq. MY COMMISSION EXP, 8AR.21,1992 800 Brickell Avenue BONDED TIIRU CENEAAL INS. UMD. Penthouse Miami, Florida 33131 Telephone: (305) 358-7272 99- 67 �ECA6060rc3014 WARRANTY DEED Folio Number: 01.4139.042.0010 95R428 160 1995 OCT 23 10*47 DOCSTPOEE 22e2OO.00 SURTX 16#650.00 HARVEY RUVINP CLERK DADE COUNTYr FL THIS INDENTURE made this I 1+" day of October, 1995, between MARIANOPOLIS CORPORATION N.U., a Netherlands Antilles corporation, with its office at clo Banco Union, S.A.C.A. Miami Agency, 1000 Brickell Avenue, 11th Floor, Miami, Florida 33131 ("Grantor"), and ESTORIL INCORPORATED, a Florida corporation with offices at 1395 Brickell Avenue, Third Floor, Miami, Florida 33131 ("Grantee"); WITNESSETH, that Grantor, for and in consideration of the sum of Ten Dollars (110.001 and other good and valuable consideration to Grantor in hand paid by Grantee, the receipt of which is hereby acknowledged, has granted, bargained, conveyed and sold to the Grantee, and Grantee's successors and assigns forever, the following -described land, situate, lying, and being in Bede County, Florida: Tract "A" of U.C.P. SUBDIVISION, according to the Plat thereof, as recorded in Plat Book 121, Page 93, of the Public Records of Dade County, Florida. TOGETHER with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD the same in fee simple forever. AND the Grantor hereby covenants with said Grantee that the Grantor is lawfully seizt : said land in fee simple; that the Grantor has good right and lawful authority to sell and convey said land; that Grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever. This conveyance is subject to: a. Real property taxes for the year 1995 and subsequent years. b. All covenants, restrictions and easements of record, if any, provided that this reference shall not be deemed to reimpose such restrictions. IN WITNESS WHEREOF Grantor has hereunto set its hand and seal the day and year first above written. Signed in our presence: 1 By: I( C IqPVOc MARIANOPOLIS CORPORATION, N.V., a Netherland Antilles corporation IGUEL R. GALVIS, Attorney -in -Fact 16 99- 467 OFF .1 1!EC..6Q60rrMt STATE OF FLORIDA 1 )SS COUNTY OF DADE 1 11- The foregoing instrument was acknowledged before me this fy day of October, 1995, by MIGUEL R. GALVIS, as Attomeyin•Fact for MARIANOPOLIS CORPORATION N.V., a Netherlands Antilles Corporation, on behalf of the Corporation, who presented F1-e.1 i v,4 OW-ra'- e- c L- rC as identification, and who did take an oath. This instrument Prepared by: Robert W. Stewart, P.A. NOTARY PUl1LfG,"'.9ata- of FI rid —a a— t L— ar�: Q •.'' 1395 Brickell Avenue, 3rd Floor MAa%A,f Miami, Florida 33131 My Commission Expires: i i o a� . m Telephone: (305) 358.7272 ei O N 7AR S1:A MARIA G ALVARFZ NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CCITJST! ..�.. .rL Sao. q► OaGE .CU .tt. FL0210A. verF1to HARVEY RU"i - & C =tt I Circua t I 9- 467 I IN 371 l;it m LEGEND MIAMI CITY LIMITS RAILROAOS rA.�..+ SYf.CIAL pU U,: t"TER£ST NISTORtC P:tESeRVATION e..� MMSTWAH PATHWAYS DIRECTORY OF PROJECT PRINCIPALS FOR ESPIRITO SANTO BANK Applicant/ Estoril Incorporated Owner. 1395 Brickell Avenue 9th Floor Miami, Florida 33131 Telephone: (305) 371-3500 Facsimile: (305) 381-6347 Contact: William Ross Attorneys: Greenberg Traurig Hoffman Lipoff Rosen & Quentel, P.A. 1221 Brickell Avenue Miami, Florida 33131 Contact: Lucia A. Dougherty Telephone: (305) 579-0603 Contact: Adrienne F. Pardo Telephone: (305) 579-0683 Facsimile: (305)961-5683 Architect of Record: Kohn Pedersen Fox Associates PC 111 W. 57t' Street New York, N.Y.10019 Telephone: (212) 977-6500 Facsimile: (212) 956-2526 Contact: William Louie, Paul Katz, Robert Whitlock and Christopher Ernst Developer Architect: Plunkett & Associates 9555 N. Kendall Drive Suite 104 Miami, Florida 33156 Telephone: (305) 275-0999 Facsimile: (305) 275.0970 Contact: Jack Plunkett Landscape Architecture & Land Planning: Architectural Alliance 800 E. Broward Blvd Suite 608 Ft. Lauderdale, Florida 33301 Telephone: (954)764-8858 Facsimile: (954)764-0731 Contact: Hugh Johnson Traffic Consultant: David Plummer & Associates 1750 Ponce De Leon Blvd Coral Gables, Florida 33134 Telephone: (305) 447-0900 Facsimile: (305) 444-4986 Contact: David Plummer, Elisa Solorzano 99- 467 Site Utility Engineer. Economic Consultant: VSN Engineering Inc. 8550 W. Flagler Street Miami, Florida Telephone: (305) 551-6267 Facsimile: (305) 551-4542 Contact: Rudy Vargas Sharpton, Brunson & Company, P.A. 1 S.E. 3rd Avenue, Suite 2100 Miami, Florida 33131 Telephone: (305) 374-1574 Facsimile: (305) 372-8161 Contact: Darryl Sharpton, Tom Scholsser Surveyor. Caribbean Land Surveyors 12750 S.W. 2e Terrace Miami, Florida 33175 Telephone: (305) 227-6967 Facsimile: (305) 227-7142 Contact: Walter Venega Owners: Estoril Incorporated and E.S. Properties, Inc. 1395 Brirkell Avenue 9t' Floor Miami, Florida 33131 Telephone: (305) 371-3500 Facsimile: (305) 381-6347 Contact: William Ross MIAMMHRDOAM181 O194g01 I. DOC14I06W 9 9 - 467 Ii. PROJECT DESCRIPTION I ESPIRITO SANTO PLAZA MAJOR USE SPECIAL PERMIT PROJECT DESCRIPTION ARTICLE IL 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 99 - 467 ESPIRITO SANTO PLAZA MAJOR USE SPECIAL PERMIT 1. Section 1304.1.1 Application forms; supplementary materials (a) Statements of ownership and control of the proposed development of activity. The Disclosure of Ownership and Ownership Affidavit are provided in Article I. (b) Statement describing in detail the character and intended use of the development or activity. The property is located at 1395 Brickell Avenue, Miami, Florida. Espirito Santo Plaza will comprise a 35 story building which will include 384,869 square feet of office, 10,898 square feet of bank offices, 7,592 square feet of retail 15,353 square feet of restaurant and bar space, 144 residential units, and a 9,785 square foot health club. The building will contain 35 floors. Floors 2 through 23 will be for general office space, the 241h and 241h mezzanine floors will contain the main mechanical systems for the building, and floors 25 through 35 will contain 144 luxury residential units. The building will have pedestrian access from all sides. The parking for the tower will be in an adjacent 1028 space garage, accessible by a covered pedestrian bridge. Valet parking will also be available to tenants and patrons of the building. The building will be situated on the western portion of the site with frontage along Brickell Avenue for east -west exposures, thus maximizing the bay and city views. The retail shops and restaurant will front on 13th and 14th Streets and on the interior pedestrian courtyard. The main entrances to the building will be on Brickell Avenue and from the east side from the internal access road and pedestrian bridge. The main Brickell Avenue entrance (pedestrian only) features a bridge traversing a curved reflection pond that wraps the base of the building. Entrance to the parking garage will be through two entry locations from Southeast 131h and 141h Streets. Guests will be able to 99- 467 choose between valet parking or self parking. The service area for the building will be on S.E. 13" Street and concealed from street visibility. The first floor will house the office tower lobby, residential lobby, banking lobby, restaurant, retail shops, and the covered pedestrian bridge. The ground floor will consist mostly of building service areas, storage, parking, and FPL transformer vault. Drawings showing the architectural character and location of the intended uses are included under Tab 6 of the Supporting Documents. (c) General location map, showing relation of the site or activity for which special permit is sought to major streets, schools, existing utilities, shopping areas, important physical features in and adjoining the project or activity and the like . The following exhibits are included with the Major Use Special Permit Application: (1) Aerial: Aerial photograph of the surrounding area indicating the project site. (2) Area Context Map/Site Aerial: Map of the project area indicating buildings and their functions that surround the site. (3) Location Map: Map of the surrounding street system indicating the project location. (d) A site plan containing the title of the project and the names of the project planner and developer, date, and north arrow and, based on an exact survey of the property drawn to a scale of sufficient size to show: The general information requested is shown on the Context Plan and Ground Floor Plan, Sheets A-100 and A-101 provided under Tab 6 of the Supporting Documents. The site plan includes the following: (1) Boundaries of the project, any existing streets, buildings, watercourses, easements and section lines; 2 99 467 T. The boundaries of the project and the location of existing streets and easements are shown on the Survey located under Tab 5 of the Supporting Documents. (2) Exact location of all buildings and structures; The exact location of the existing building located on the property is shown on the Boundary Survey under Tab 5. The location of the building to be constructed is shown on the Context Plan Sheet A-100 and the Ground Floor Plan sheet A-101 located under Tab 6 of the Supporting Documents. (3) Access and traffic flow and how vehicular traffic will be separated from pedestrian and other types of traffic; Vehicular access for the project will be from Southeast 13th and 14th Streets. Access to the parking garage for self and valet parking will be accessed from 131h and 141h Streets. Valet parking will be located from 13th Street. The project can be accessed by pedestrians from Brickell Avenue, as well as 131h and 141h Streets and the internal road. The plazas that will surround the building and garage will create a pedestrian friendly urban environment. A detailed analysis of the site access and traffic flow is provided in the Traffic Impact Analysis located under Tab 2 of the Supporting Documents. (4) Off-street parking and off-street loading areas; The off street parking facility is located within the parking garage levels ground floor through 121h floor The parking structure will have 1028 parking spaces which will support the entire development. The garage is shown on Sheets A-101 through A-107, A-115 and A-116, provided under Tab 6 of the Supporting Documents. The Zoning Ordinance requires five loading bays. All loading bays will be 12 ft. x 35 ft. The clearance for all hotel loading bays is 15 feet. Service areas are shown 99- 467 on the Ground/Floor Plan, Sheet A-101, under Tab 6 of the Supporting Documents. (5) Recreational facilities locations; The 13th level of the parking garage building will serve as a recreation deck for the development and will include indoor and outdoor amenities. The indoor recreational facilities will include: exercise rooms, spa, Jacuzzi, lockers, bathrooms and showers. Exterior facilities will include a pool, tennis court, garden and sun deck. There will also be a cafe and bar, as well as a garden and trellis covered pergola. Thus, creating the atmosphere of a courtyard for the use of the office tenants and residents. These facilities are shown on the architectural Plan A- 117, and on the Landscape Plans under Tab 6 of the Supporting Documents. (6) Screens and buffers; Along Brickell Avenue and 13`h and 14th Streets, trees will create a canopy of coverage. Landscaped areas are indicated on the Architectural and Landscape Plans located under Tab 6 of the Supporting Documents. (7) Refuse collections areas; Waste collection will be provided by a containerized compactor system located within the service area in the building. In addition, the project will have a high rise recycling system for the residential units. These facilities are shown on the architectural Plan, Sheet A-101 and A- 110, located under Tab 6 of the Supporting Documents. (8) Access to utilities and points of utilities hookups; Access and connections to site utilities are discussed in the Site Utility Study located under Tab 3 of the Supporting Documents. (e) Tabulations of total gross acreage in the project and the percentages thereof proposed to be devoted to: 4 9 9 .-. 467 (1) The various permitted uses; Building 46% of gross lot area (footprint 63,940 square feet) Open area, plazas, exterior courts and streets: 31,764 square feet 31.2% of net lot area (2) Ground coverage by structures Ground coverage by the structures is 46% of the total gross lot area. (f) Tabulation showing the following: (1) The derivation of numbers of off-street parking and off- street loading spaces shown in (d) above. The total number of off-street parking spaces required is 672 spaces and the total number of spaces provided will be 1028. Derivation of the number of off-street parking is shown on the Architectural Plan Sheet PD-1, located under Tab 6. (2) Total project density in dwelling units per acre. Total project density is 61.5 units per net acre. (g) If common facilities (such as recreation areas of structures, private streets, common open space, etc.) are to be provided for the development, statements as to how such common facilities are to be provided and permanently maintained. All common facilities provided will be maintained by the Owner. (h) Storm drainage and sanitary sewerage plans. Storm drainage, water distribution, waste water and solid waste generation provisions are discussed in the Site Utility Study located under Tab 3 of the Supporting Documents. (i) Architectural definitions for buildings in the development; exact number of dwelling units, sizes, and types, together with typical floor plans of each type. 5 99 - 467 Detailed information and breakdown of square footage of all uses are found under Project Criteria within The Project Summary, included under Tab 6 of the Supporting Documents. Typical floor plans for the office levels are shown on the Architectural Floor Plans A-103 through A-109. Typical floor plans for residential units are shown on the Residential Floor Plans, included in Sheet A-111 and A-114. All drawings are located under Tab 6 of the Supporting Documents. (j) Plans for signs, if any. Building signage area of approximately 8-0" high and 46-11"wide on the north and south sides of the building. There will also be building identification signage over the Brickell Entrance. (k) Landscaping plan, including types, sizes and locations of vegetation and decorative shrubbery, and showing provisions for irrigation and future maintenance. The landscape plans showing vegetation are found on the Landscape Plan, Sheet L-102 - L-105. All landscape plans are located under Tab 6 of the Supporting Documents. (I) Plans for recreation facilities, if any, including location and general description of buildings for such use. The 13th level of the parking garage will serve as a pool and recreational deck for the residential units and members of the Health Club. A garden area at the lobby level will provide a visual accent for the lobby. Exterior facilities will include a swimming pool, tennis court, garden and sun decks, with trellis and pavilion structure. On the 13`h level, a health spa will adjoin the pool deck and include a fitness center, spa, steam and sauna rooms, and Jacuzzi with access to the sun decks. The health spa and recreational facilities will be for use of residents and members. (m) Such additional data, maps, plans, or statements as may be required for the particular use or activity involved. The details of the spaces and calculations used to compute the Floor Area Ratio (FAR) are shown on the FAR 101-FAR 108 Plan provided under Tab 6 of the Supporting Documents. G 99- 46r� ( (n) Such additional data as the applicant may believe is pertinent to the proper consideration of the site and development plan. Sections and elevations depicting the architectural character of the building are shown on the Buildings Elevations, Sheets A-201 thru A-208. All elevations and sections are located under Tab 6 of the Supporting Documents, 2. Section 1702.2.1 General Report. (1) Property ownership and beneficial interest within the boundaries of the area proposed for Major Use Special Permit. Statement of Ownership and beneficial interest within the boundaries of the area proposed for Major Use Special Permit are provided in Article I. (2) The nature of the unified interest or control. The nature of unified interest or control is indicated in Article I. (3) Survey of the proposed area showing property lines and ownership. A copy of the Surveys are included under Tab 5 of the Supporting Documents. (4) Map of existing features, including streets, alleys, easements, utilities lines, existing land use, general topography, and physical features. The existing site features and utility lines are shown on the Boundary Survey of the property located under Tab 5. The site features and the utilities are also described in the Site Utility Study, located under Tab 3 of the Supporting Documents. (5) Materials to demonstrate the relationship of the elements listed in (4) preceding to surrounding area characteristics. The Drawings Submitted with this Application are located under Tab 6 of the Supporting Documents. 7 99 - 467 I (6) Existing zoning and adopted comprehensive plan designa- tions for the area on and around the lands proposed for Major Use Special Permit. The existing zoning designation for the property pursuant to City of Miami Ordinance No. 11000 and Page 37 of the Zoning Atlas Map which is located in Article I, indicates the existing and surrounding zoning. The zoning designation for the property is SD-5. The comprehensive plan future land use designation for the property is Office. The zoning and the comprehensive plan designation are consistent with one another. 3. Section 1702.2.2 Major Use Special Permit Concept Plan. (a) relationships of the concept plan to surrounding existing and proposed future uses, activities, systems, and facilities (transportation, recreation, view corridors, pedestrian systems, service systems and similar uses. Article II contains a written narrative of this project outlining proposed uses, activities and architectural character. This narrative also contains descriptions of the project's relationship to traffic, pedestrian movements, and transportation access. Building elevations, sections and perspectives showing the proposed materials, vertical profile and height, and orientation to streets are included in the drawings submitted with this Application. The list of drawings submitted is found under Tab 6 of the Supporting Documents. (b) Existing zoning and adopted comprehensive plan principles and designations. This project conforms to the SD-5 zoning district designation for this property. The comprehensive plan future land use designation conforms with the land use designation currently in effect for this property. 4. Section 1702.2.3 Developmental Impact Study. (a) A traffic analysis shall be submitted for an area within approximately 1/4 mile of the site, or an area including the major intersections to be impacted by the site, whichever is larger. s 99- 467 s The Traffic Impact Analysis is included under Tab 2 of the Supporting Documents. (b) Economic impact data shall be provided, including estimates for construction costs, construction employment, and permanent employment and shall demonstrate that the proposed development is favorable to the economy, public services, environment and housing supply of the City. The Economic Impact Study is included under Tab 4 of the Supporting Documents. (c) A housing impact assessment. There will be 144 residential units within the development. The average sales price will range from $150,000 to $500,000. (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 glass and the roof. Tinted glass will be used throughout the building. Electrically, all exterior and landscape lighting will be controlled by means of time clocks and photocell switches. Energy saving lamps, ballasts and fixtures are being considered at cores and public spaces. (e) historic Buildings There are no existing historic structures located on the property. (f) Environmental Zone MVPARDOA/9 00800611k8m01 I. DOG410&99 The Property is not located within an environmental preservation district. 9 99- 467 1I1. SZ�;'::;FZTING DOCUMENTS 0 V ESPIRITO SANTO PLAZA MAJOR USE SPECIAL PERMIT SUPPORTING DOCUMENTS ARTICLE 111. Supporting Documents Tab 1 Minority Construction Employment Plan Tab 2 Traffic Impact Analysis Tab 3 Site Utility Study Tab 4 Economic Impact Study Tab 5 Survey of Property Tab 6 Drawings Submitted 99- 467 TA13 1 Rd FE ESPIRITO SANTO PLAZA MAJOR USE SPECIAL PERMIT MINORITY CONSTRUCTION EMPLOYMENT PLAN 99- 467 N MINORITY CONSTRUCTION EMPLOYMENT PLAN It is the policy of the Applicant to base its employee hiring and promotions, as well as its vendor and contractor hiring, on merit, qualifications and competency and that its personnel practices will not be influenced by an applicant's or employee's race, color, place of birth, religion, national origin, sex, sexual orientation, age, marital status, veteran and handicapped status. One of the management duties of the Applicant's principals is to ensure that the following personnel practices are being satisfied: 1. Take every necessary affirmative action to attract and retain qualified employees, regardless of race, color, place of birth, religion, national original, sex, sexual orientation, age, marital status, veteran and handicapped status. 2. Maintain equitable principles in the recruitment, hiring, training, compensation and promotion of employees. 3. Monitor and review personnel practices to guarantee that equal opportunities are being provided to all employees, regardless of race, color, place of birth, religion, national origin, sex, sexual orientation, age, marital status, veteran and handicapped status. The Applicant is committed to take affirmative action and aggressively pursue activities that will serve to enable all employees, vendors and contractors opportunities for employment within the Applicant. Specifically, the Applicant shall utilize the following to achieve the above -referenced Policy: 1. RECRUITMENT/ADVERTISING All contractor and/or employment advertising will include a statement of Equal Employment Opportunity. In addition, advertising will utilize Hispanic and Black media (e.g. Miami Times). 2. FARING PROCEDURES All positions will be filled without regard to race, color, religion, sex or national origin. The Applicant is dedicated to a policy of equal employment opportunities for minorities. 99- 467 3. PROMOTION PROCEDURES The Applicant maintains equitable principles in the promotion of employees as stated in the Affirmative Action Plan. The Affirmative Action Plan is based on the principals` belief that our Dade County community can only improve if the lifestyles of every single disadvantaged group in the community is advanced. We will continually monitor and review personnel and contractor employment practices to guarantee that equal opportunities are being provided to all employees, vendors or contractors regardless of race, color, place of birth, religion, national origin, sex, sexual orientation, age, marital status, veteran and handicapped status. 4. UTILIZATION OF LOCAL MINORITY BUSINESSES The Applicant will endeavor to utilize Black Minority and Women -owned firms. Furthermore, it will require all of its contractors to also solicit and utilize to the fullest extent possible minority and women -owned subcontractors and vendors. MIAMUPAR DOA/1033877/m5gt01 I. DOG4/06/99 K 99- 467 T TAB 2 M. ESPIRITO SANTO PLAZA Major Use Special Permit (MUSP) Traffic Impact Study Prepared for: City of Miami Prepared by: David Plummer and Associates April 1999 #98203 TRAFFICAPT 99- 467 r, Espirito Santa Plaza MUSP Traffic Impact Stu! p TABLE OF CONTENTS EXECUTIVE SUMMARY......................................................... I 1.0 INTRODUCTION..........................................................2 1.1 STUDY AREA......................................................2 1.2 STUDY OBJECTIVE . ................................................. 2 2.0 EXISTING TRAFFIC CONDITIONS ......................................... 4 2.1 DATA COL.LECTION................................................. 4 2.1.1 Roadway Characteristics ......................................... 4 2.1.2 Traffic Counts.................................................5 2.1.3 Intersection Data ............................................... 5 2.2 ROADWAY CAPACITY ANALYSIS .................................... 8 2.3 INTERSECTION CAPACITY ANALYSIS ................................ 9 3.0 PLANNED AND PROGRAMMED ROADWAY IMPROVEMENTS .............. 10 4.0 FUTURE TRAFFIC CONDITIONS .......................................... 11 4.1 BACKGROUND TRAFFIC ........................................... 11 4.2 COMMITTED DEVELOPMENTS ...................................... 11 4.3 PROJECT TRAFFIC ................................................. 13 4.3.1 Project Trip Generation ......................................... 13 4.3.2 Project Trip Assignment ........................................ 15 4.4 FUTURE TRAFFIC CONDITIONS WITH PROJECT ...................... 16 5.0 CONCLUSIONS.........................................................21 Page 99- 467 M Espirito Santa Plaza AfUSP Traliir Impact Study _ LIST OF EXHIBITS Exhibit 1- Location Map..........................................................3 Exhibit 2 - Existing (1998) PM Peak Hour Traffic Volumes ............................... 6 Exhibit 3 - Existing Lane Configurations .............................................. 7 Exhibit 4 -Existing (1998) Roadway Capacity Analysis ................................. 8 Exhibit 5 -Existing (1998) Intersection Capacity Analysis Results ......................... 9 Exhibit 6 - Committed Developments PM Peak Hour Trip Generation ..................... 12 Exhibit 7 - Cardinal Distribution (2000 Stage) ........................................ 13 Exhibit 8 -Future PM Peak Hour Traffic Volumes without Project ........................ 14 Exhibit 9 - Project Trip Generation and Internalization - PM Peak Hour .................... 16 Exhibit 10 - Project Traffic Assignment .............................................. 17 Exhibit 11 - Future PM Peak Hour Traffic Volumes with Project .......................... 18 Exhibit 12 - Future Intersection Capacity Analysis Results with Project ..................... 19 Exhibit 13 - Future Roadway Capacity Analysis with Project .............................. 20 APPENDICES Appendix A - Traffic Counts Appendix B - Intersection Capacity Analysis Worksheets Appendix C - ART —TAB Analysis Page ii 99- 467 Espirito Santo Plaza MUSP Tragic Impact Studv EXECUTIVE SUMMARY The Espirito Santo Bank, located at 1395 Brickell Avenue, is currently seeking redevelopment. The proposed redevelopment will consist of a mixed -use development including 384,869 square feet of gross floor area (SF GFA) of office, 10,898 SF GFA of bank -facilities, 7,592 square feet of gross leasable area (SF GLA) of specialty retail, 15,353 SF GFA of restaurant, 144 residential dwelling units, a 9,785 SF G.FA health club and a 1,028 vehicle parking garage. Access to the project garage is proposed through driveways on both SE 13 Street and SE 14 Street, east of Brickell Avenue. Build out for the proposed redevelopment is anticipated by the year 2002. In the early 1980's the City of Miami prepared an areawide Application for Development Approval (ADA) that would give the City jurisdiction over the approval of any development within the downtown area. The document is referred as the Downtown Miami Areawide DRI or Downtown Miami DRI. The intent of this process was to measure the regional impacts from estimated growth in this area. The Development Order (DO) issued, allowed the City to approve both local and regional size projects as long as the proposed development conformed with the mitigation requirements adopted in the DO. The DO also requires developers to establish localized impacts during the PM peak hour. The developer would be required to construct any close -by improvement needed to mitigate localized impacts. The intent of this study is to address possible localized impacts created by the redevelopment of this project, An assessment of the PM peak hour traffic associated with Espirito Santo Plaza was performed in accordance with the requirements of the Downtown Miami DRI. The adjustment of signal timings and phasing at the intersections of Brickell Avenue/SE 13 Street/SE 12 Terrace and Brickell Avenue/SE 15 Road are recommended to meet future traffic demands. Analysis of future (2002) traffic conditions with the project during PM peak hour shows that the Downtown Miami DRI's adopted Level of Service E standard will not be exceeded with the recommended signal timings and phasing. Adequate roadway capacity during the PM peak hour is available to accommodate the proposed project trips. The proposed Espirito Santo Plaza will comply with the requirements of the Downtown Miami DRI, without additional mitigation measures. Page I 9 9 - 467 Espirito Santo Plaza MUSP Traffic Impact Study 1.0 INTRODUCTION The Espirito Santo Bank, located at 1395 Brickell Avenue (see Exhibit 1), is currently seeking redevelopment. The proposed redevelopment will consist of a mixed -use development including 384,869 square feet of gross floor area (SF GFA) of office, 10,998 SF GFA of bank -facilities, 7,592 square feet of gross leasable area (SF GLA) of specialty retail, 15,353 SF GFA of restaurant, 144 residential dwelling units, a 9,785 SF GFA health club and a 1,028 vehicle parking garage. Access to the project garage is proposed through driveways on both SE 13 Street and SE 14 Street, east of Brickell Avenue. Build out for the proposed redevelopment is anticipated by the year 2002. 1.1 STUDY AREA Consistent with the Downtown DRI, the traffic study was performed for PM peak hour conditions. For traffic analysis purposes, the study area has been defined as SE 8 Street to the north, SE 15 Road to the south, South Miami Avenue to the west, and Biscayne Bay to the east. Roadway link capacity analysis was performed for the regionally significant roadways, including segments along Brickell Avenue, SE 15 Road, SE 14 Street, SE 13 Street, and SE 8 Street. Intersection capacity analysis was performed for the following intersections: • Brickell Avenue / SE 15 Road, • Brickell Avenue / SE 12 Terrace / SE 13 Street, and • Brickell Avenue / SE 8 Street. 1.2 STUDY OBJECTIVE Approvals for this project are sought under the DO issued to the Doivntoit,n Miami DRI. The objective of this traffic study is to assess possible localized PM peak hour impacts, in addition to those identified in the Downtown Miami DRI, as a result of this project. Page 1 99-- 467 EXHIBIT a a ` ESPIRITO SANTO PLAZA MUSP TRAFFIC IMPACT STUDY LOCATION�15 _ 4 6'r 1 o e.,+ ��11 m Page 3 I Espirito Santo Plaza MUSP Traffic Impact Study 2.0 EXISTING TRAFFIC CONDITIONS 2.1 DATA COLLECTION Data collection for this study included roadway characteristics, intersection data, traffic counts, pedestrian counts, signal timing, and seasonal factors. The data collection effort is described in detail in the following sections. 2.1.1 Roadway Characteristics Brickell Avenue Brickell Avenue between SE 15 Road and SE 8 Street is a four lane divided arterial roadway with left and right turn bays. Sidewalks are provided on both sides of the street. The median is landscaped. A shuttle provided along Brickell Avenue provides area patrons direct access to Metrorail. Pedestrian amenities include sidewalks, pedestrian crosswalks, pedestrian phases and buttons at all traffic lights. The posted speed limit on this facility within the study area is 35 miles per hour (mph). On -street parking is not permitted in this area of Brickell Avenue. SE 15 Road between Bickell Avenue and 1-95 Southeast 15 Road between Brickell Avenue and I-95 is a two lane divided facility with a landscaped median. Sidewalks are provided on both sides of the street. On -street metered parking is available between Miami Avenue and Brickell Avenue. West of Miami Avenue, parking is permitted on an unpaved portion of the right-of-way along the north side of the roadway. The posted speed limit is 30 mph on this section of SE 15 Road. SE 14 Street bet►veen Bickell Avenue and South Bayshore Drive SE 14 Street between Bickel] Avenue and South Bayshore Drive is a two lane undivided facility with on - street metered parallel parking along both sides of the road. Sidewalks are provided on both sides of the Page 4 99- 467 Espirito Santo Plaza MUSP Traffic Impact Study — street. Posted speeds limits are generally not available in this area. The speed limit is 30 mph on this section of SE 14 Street. SE 13 Street (_Coral Way) between Brickell Avenue and 1-95 Southeast 13 Street (Coral Way) between Brickell Avenue and 1-95 is a four -lane undivided arterial with turn lanes. On -street parking is prohibited. The posted speed limit is 30 mph. South Bayshore Drive South Bayshore Drive is a 2-lane, two-way roadway with a posted speed limit of 30 mph. On -street parallel parking is permitted on both sides along Brickell Bay Drive. 2.1.2 Traffic Counts Consistent with the Downtown Miami DRI traffic study, peak hour vehicle turning movement counts were collected at the intersections under study. Seasonal adjustment factors were obtained from the Florida Department of Transportation (FDOT). Appendix A provides summaries of PM peak hour turning movement counts obtained at the intersections analyzed for this study. Exhibit 2 shows the seasonally adjusted 1998 PM peak hour traffic volumes at the intersections under study. 2.1.3 Intersection Data A field survey was conducted to determine the lane configurations for the roadways and intersections under study. Existing signal timing data was obtained from Miami -Dade County for the intersections under study. This information provided the signal phasing and timing used in the intersection capacity analysis. Exhibit 3 shows the existing lane configurations for all intersections and roadways studied. - Page 5 99- 467 EXHIBIT ESPIRITO SANTO PLAZA EXISTING (1998) PM PEAK HOUR MUSP TRAFFIC IMPACT STUDY TRAFFIC VOLUMES 2 99- 4r/ V V 467 'ua;ai Espirito Santo Plaza hI USP TraJJBc Impact Study 2.2 ROADWAY CAPACITY ANALYSIS Roadway capacity is the maximum number of vehicles that can pass through a given point during a specific time period under prevailing roadway and traffic control device conditions. The Highway Capacity Manual (HCM) defines six levels of service (LOS), with LOS "A" representing the best operating conditions, and LOS "F" representing the worst. The Downtown 111iand DRI has adopted minimum LOS "E" for the study area. In accordance with the Downtown Miami DRI, the analysis of existing traffic conditions was performed for Average Annual Daily Traffic (AADT) for PM peak hour conditions. For this analysis, service volumes were obtained from two sources: the generalized service volume tables published in FDOT's 1998 Florida's Level of Service Standards and Guidelines Manual for Planning, or, these were calculated using FDOT's ART —TAB program. The summary of existing levels of service for roadway segments in the study area is shown in Exhibit 4. Exhibit 4 Existing (1998) Roadway Capacity Analysis Weekday PM Peak Hour Conditions Number of Service Roadway Limits Direction Volume Volume LOS Lanes (LOS E) Brickell SE 15 Road to SE NB 2LD 651 1,800 C Avenue 13 Street SB 2LD 1,605 1,800 D Brickell SE 13 Road to SE NB 2LD 953 1,800 C Avenue 8 Street SB 2LD 1,795 1,800 E SE 15 Road I-95 to Brickell EB 1 LD 206 620 C Avenue WB 1 LD 173 620 C SE 14 Street Brickell Avenue to EB I LU 58 620 C S Bayshore Drive WB I LU 319 620 D SE 13 Street 1-95 to Brickell EB 2LU 425 1,660 C Avenue WB 2LU 964 1,660 C 1-95 to Brickell SE 8 Street Avenue EB 3L One-way 618 3,275 C m Source: Generalized Two -Way Peak Hour Volumes, FDOT's 1998 LOS Manual. Page 8 MM51A' W71 I Espiritu Santa Plaza MUSP Traffic Impact Study 2.3 INTERSECTION CAPACITY ANALYSIS The Intersection capacity analysis was performed using the Highway Capacity Software (HCS), based on procedures of the 1994 Highway Capacity Manual. Exhibit 5 shows the resulting LOS for existing conditions at the intersections under study (see Appendix B for HCS worksheets). The intersection of Brickell Avenue/SE 13 Street/SE 12 Terrace operates above capacity for the existing lane configuration with the existing signal phasing and timing plan. The other intersections under study operate within acceptable LOS. Exhibit 5 Existing (1998) Intersection Capacity Analysis Results Weekday PM Peak Hour Conditions Intersection Existing LOS Brickell Avenue / SE 15 Road B Brickell Avenue / SE 12 Terrace Low Brickell Avenue / SE 8 Street C Page 9 99- 467 Espiritu Santo Plaza MUSPTra- Impact Study 3.0 PLANNED AND PROGRAMMED ROADWAY IMPROVEMENTS The 1999 Miami -Dade County Transportation Jlnprovenlent Program (TIP) and, the 2015 Metro -Dade Transportation Plan Long Range Element were reviewed to identify any programmed or planned projects within the limits of the study area established for this study. These documents show no programmed or planned improvements within the study area. - - Page /0 99- 467 Espirito Santo Pfau MUSP Traffic Impact Study 4.0 FUTURE TRAFFIC CONDITIONS 4.1 BACKGROUND TRAFFIC Consistent with other traffic studies performed in this area, a 2% growth factor was added to existing traffic volumes. This growth rate is intended to account for future growth due to additional developments which have not been identified at this time, and may occur within the study period. In addition to the historic traffic growth, traffic generated by the existing unoccupied building on -site, which is currently vacant, has been added as background traffic. 4.2 COMMITTED DEVELOPMENTS A list of committed developments has been compiled. Trip generation for these developments was estimated using the trip generation rates and/or equations published in Trip Generation, 6th edition, by the Institute of Transportation Engineers (ITE). Since several of these developments are mixed -use developments, it is expected that some of the trips will be satisfied on site. Internalization was estimated for each development, as applicable. The Downtown Miami DRI recognizes that Downtown Miami is extensively serviced by transit and pedestrian amenities. A 10% reduction was taken to the overall external trip generation for each of these committed developments to account for other modes of transportation. Exhibit 6 shows trip generation for each one of the committed developments identified by the City of Miami for the PM peak hour. This exhibit also shows trip generation adjustments due to internal capture and other modes of transportation, as applicable. Traffic generated by these developments was distributed and assigned to the study area using two sources as the base. For the those projects for which a traffic study was available, the distribution published in the study was used. For the other projects, the Cardinal Distributions obtained from the Metro -Dade Tra►asoortation Plan: Long Ranee Elentent to the Year 2015 were used. The appropriate cardinal distribution for these developments, along with the appropriate Traffic Analysis Zones (TAZ) are shown in Exhibit 7. Page t 1 99 - 467 Espirito Santo Plaza MUSP Traffic Impact Study J Exhibit 6 Committed Developments PM Peak Hour Trip Generation Project Location Land Use Designation NumberEofl, Peak Hour Vehicle Trips Name & Units Out Total Address The Yacht 1111 S High Rise Apartment 355 DUS 75 48 123 Club at Bayshorc Dr Office 8,500 SF 5 25 30 Brickell Quality Restaurant 4,000 SF 21 10 31 Total 101 83 184 Modified Total(" 96 79 175 (5% reduction factor) JW Marriott I I I I Brickell Hotel 300 Rooms 91 81 172 Hotel Avenue Total (10% Transit) 82 73 155 Fortune 185 SE 14 High Rise Condo 296 DUs 72 44 116 House Terrace Total (10% Transit) 65 40 104 Brickell W of S High Rise Condo 639 DUs 53 33 86 Bay Plaza Bayshorc Dr Quality Restaurant 7,452 SF 40 17 57 between 12 St Retail 5,149 SF 13 13 25 and 12 Ten Total 106 63 168 Modified Total(" 71 42 113 (30% internal/5% transit) Bayshorc E of S High Rise Condo 749 DUs 169 104 273 Palms Bayshore Dr Quality Restaurant 7,357 SF 39 17 56 between 14 St Retail 9,500 SF 23 23 46 and 12 St Total 231 144 375 Modified Total"' 196 122 318 (20% internal/5% transit) Millennium E of Brickell Hotel 426 Rooms 140 124 264 Tower Av between SE Residential 190 DUs 44 28 72 14 Lane & Retail 6,696 SF 7 10 17 14 Terr Office 205,200 SF 53 257 309 Bank Through lanes 2 Lanes 10 11 21 Total 254 430 683 Modified Total(" 230 388 618 (10% internal) LaSalle 1200 S Miami Residential Condo 300 DUs 102 50 152 Aparthotel Avenue Total (10% Transit) 92 45 137 Coral SE 1 Avenue Retail 53,000 SF 198 215 413 Station between Coral Office 50,000 SF 23 112 135 Way and SE All Suites Hotel 228 Rooms 41 50 91 15 Road Sub -Total 262 377 639 Pass -by -99 -107 -206 (-50% of Retail) Internal (-5%) -8 -13 -21 Transit (-10%) -16 -27 -43 Total 139 230 1 369 _Notes: (') Source: Independent Traffic Study. Page 12 99- 467 I Espirito Santo Plaza MUSP TraBc Impact Stud j Exhibit 7 Cardinal Distribution (2000 Stage) TAZs 669,670 & 673 Cardinal Direction Distribution TAZ 669 Distribution TAZ 670 Distribution TAZ 673 NNE 15.19% 19.52% 21.69% ENE 4.13% 3.65% 6.70% ESE 0.07% 0.22% 0.69% SSE 1.12% 0.92% 1.14% SSW 5.59% 2.56% 4.90% WSW 25.96% 22.82% 26.60% WNW 21.26% 20.86% 18.70% NNW 26.68% 29.46% 22.58% Total 100 % 100 % 100 % Source: Metro -Dade Long Ranee Transportation Plan Update. The Cardinal Distribution gives a generalized distribution of trips from a TAZ to other parts of Miami -Dade County. For estimating trip distribution for committed projects, consideration was given to conditions such as the roadway network accessed by the project, roadways available to travel in the desired direction, and attractiveness of traveling on a specific roadway. Future traffic volumes were projected for the buildout year 2002. Future (2002) projected turning movement volumes and roadway link volumes without the project are shown in Exhibit 8. 4.3 PROJECT TRAFFIC 4.3.1 Project Trip Generation Trip generation for the project was estimated using trip generation rates and/or equations published by ITE in Trip Generation, 6th edition. Because of the mixed -use nature of this project, it is anticipated that a number of trips will be satisfied on -site (internal capture). An internalization matrix was developed to quantify these internal trips. In addition, the retail, restaurant, and bank components of this project will j attract trips already on the adjacent street network. These are known as pass -by trips. Page 13 9 9 - 467 EXHIBIT ESPIRITO SANTO PLAZA FUTURE PM PEAK HOUR MUSP TRAFFIC IMPACT STUDY TRAFFIC VOLUMES 8 N WITHOUT PROJECT 99- P. I 0 Espirito Sonfo Plaza MUSP Traffic Impact Study The ITE has established pass -by percentages for different land uses of various sizes. For the subject project, these percentages are shown in the Exhibit 9. Trip generation, along with all the applicable adjustment factors, are also provided in Exhibit 9. 4.3.2 Project Trip Assignment Project traffic was distributed and assigned to the study area using the Cardinal Distribution for TAZ 670 shown in Exhibit 7. The Cardinal Distribution gives a generalized distribution of trips from a TAZ to other parts of Miami -Dade County. For estimating trip distribution for the project location, consideration was given to conditions such as the roadway network accessed by the project, roadways available to travel in the desired direction, and attractiveness of traveling on a specific roadway. Exhibit 10 shows the project trip assignment to the impacted roadway segments and intersections. 4.4 FUTURE TRAFFIC CONDITIONS WITH PROJECT Using the trip assignments from the previous sections, the project trips, background growth and committed development trips were combined with the adjusted 1998 existing traffic to get the total 2002 traffic on the impacted roadway segments. Exhibit l I shows the total PM peak hour turning movement volumes at the roadway links and intersections under study. Exhibit 12 shows the resulting LOS at the intersections under study. Intersection capacity analysis worksheets are provided in Appendix B. It is anticipated that traffic will experience delays at the intersections of Brickell Avenue/SE 15 Road and Brickell Avenue/SE 13 Street/SE 12 Terrace with the existing lane configuration, signal phasing and timing. Signal re -timing and/or signal phasing changes were tested to establish if operations could be improved to meet future traffic demand, given the existing lane configurations. Page /5 99- 467 Espirito Santo Plaza MUSP TraEIc Impact Study Exhibit 9 Proiect Trip Generation and Internalization - PM Peak Hour OFFICE BANK RESTAURANT 15TAIL HEALTH CLUB RESIDENTIAL ITE Lind Use 710 1TE bind Use 911 TIE Lund Use 831 ITE Land Use 814 TIE Land Use 493 ITE buid Use 232 ITE TRIP GENERATION 5% RECA!L.0rFICE IN OUT 11V OUT IN OUT IN OUI' IN our IN OUT TOTAL 87 424 181 181 77 38 8 11 26 16 40 25 1,114 0 I I 0 5% RETAII.BANK 1 0 0 1 I I I I 10% RETAIL-RESIDENTAll, -0 1 I -0 5% RETAR HFALTH CLUB -8 10% RESTAURANT-OMCE -0 $ A 2 4 A 5% RESTAURANT -BANK 1 -2 -2 .1 5% RESTAURANT-RESIDWrAIL 4 -2 -2 4 5% RESTAURANT -RECALL -2 -1 5% RESIDENTIAWOFFICE 1 2 1 1 .1 .1 3% RESIDENTIAL.BANK 3 4 .4 -3 10% RESIDENTIAL -HEALTH CLUB 1 5% OFFIC&HEALTH CLUB I I .1 1 I 1 f .1 5% BANK -HEALTH CLUB .27 -27 -27 -27 15% BANK•UFFICE 53 386 149 147 60 28 5 4 20 10 30 18 910 14% 1890 2.1% 53% 29% 267c 18% % RESUA TANT INTERNAL -45 -44 30% BANK PASS BY -26 -I2 44% RESTAURANr PASS BY i .2 5017b RETAIL PASS BY 53 386 104 103 34 J 16 2 2 20 10 30 I8 778 -8 -58 -16 -15 -5 -2 0 0 3 2 5 3 IS9a Qher Modc+o(Tnnglonmion 45 328 88 88 29 1 14 2 2 17 8 25 ]5 661 EXTERNAL TRIPS EXTERNA1,TRIPS CREDITS FOR EXISTING BUILDING ON -SITE NET NEW EXTERNALTRIPS IN 206 OUT 455 IN 73 OUT 142 IN 133 OUT 313 --- Page 16 EXHIBIT Ix U ESPIRITO SANTO PLAZA 0 MUSP TRAFFIC IMPACT STUDY PROTECT TRAFFIC ASSIGNMENT l0 0 Page !7 99- 467 �m OS_j !8 ?o�r y Lli 4 O � Q � S m � h vi �o h� 204 SE 12 ST 166 ISE 13 ST (� SE 12 trR ESPIRITO SANTO PLAZA MUSP TRAFFIC IMPACT STUDY SE1S4T SE 8 ST N.T.S. BISCAYNE BAY LECEN D �0 84� - LINK VOLUME 144 — - TURNING MOVEMENT VOLUME EXHIBIT FUTURE PM PEAK HOUR TRAFFIC VOLUMES �� WITH PROJECT 9 ,i 467 Page 18 Espirito Santo Plaza MUSP Trafr Impact Study Exhibit 12 Future Intersection Capacity Analysis Results with Project Weekday PM Peak Hour Conditions Intersection LOS with Existing Signal Phasing and Timing LOS with Adjusted Signal Phasing and Timing Brickell Avenue / SE 15 Road Low B Brickell Avenue / SE 13 Street / SE 12 Terrace Low D Brickell Avenue / SE 8 Street C NA t" Note: "' Signal Phasing and/or timing adjustments are not necessary at this intersection since it meets the established criteria. At the intersection of Brickell Avenue/SE 15 Road, signal phasing adjustments and re -timing would provide additional capacity to serve future traffic demand. At the intersection of Brickell Avenue/SE 13 Street/SE 12 Terrace, it is recommended to install a right turn signal for the eastbound approach concurrent with the north/south exclusive left turn phase in order to meet future traffic demand. Intersection capacity analysis for these intersections was performed with the recommended signal phasing and timing (worksheets are included in Appendix B). The results of this analysis are also shown on Exhibit 12. The intersection of Brickell Avenue/SE 8 Street is projected to operate within the LOS E standard established in the Downtott i Miami DRI given the existing lane configuration, signal phasing and timing plan. Roadway link analysis was performed for future traffic conditions with the project. Because of the recommended signal timing adjustment at some of the intersections along Brickell Avenue, an arterial analysis was performed using ART —TAB to establish the appropriate service volume for Brickell Avenue. The resulting worksheet is provided in Appendix C. The resulting roadway link analysis is presented in Exhibit 13. All roadway links analyzed are projected to operate above the established LOS E threshold. 0 Page 19 99- 46 Espirito Santo Plaza MUSP 'rra.fftc Impact Study Exhibit 13 Future Roadway Capacity Analysis with Project Weekday PM Peak Hour Conditions Number of Service Roadway Limits Direction Volume Volume LOS Lanes LOS E Brickell SE 15 Road to SE NB 2LD 866 2,270 C Avenue 14 Street SB 2LD 1,945 2,270 D Brickell SE 13 Road to SE NB 2LD 1,453 2,270 C Avenue 8 Street SB 2LD 1,927 2,270 D SE 15 Road I-95 to Brickell EB 1 LD 268 620 C Avenue WB I LD 241 620 C SE 14 Street Brickell Avenue to EB 1 LU 153 620 C S Bayshore Drive WB I LU 511 620 D SE 13 Street I-95 to Brickell EB 2LU 711 1,660 C Avenue WB 2UJ 1,350 1,660 D SE 8 Street I-95 to Brickell EB 3L One-way 919 3,275 C Avenue Source: Generalized Peak Hour Peak Directional Volumes, FDOT's 1998 LOS Manual, and ART —TAB (see appendix Q. l Page 20 99 - 467 Espiritu Santa Plaza MUSP Traffic Impact Study 5.0 CONCLUSIONS An assessment of the PM peak hour traffic associated with the development of Espirito Santo Plaza was performed in accordance with the requirements of the Downtown Miami DRI Development Order. Analysis of future (2002) traffic conditions with the project during PM peak hour shows that the Downtown Miami DRI's adopted Level of Service E standard will not be exceeded with the recommended signal re -timing and phasing at the intersections of Brickell Avenue/SE 13 Street/SE 12 Terrace and Brickell Avenue/SE 15 Road. Adequate roadway capacity during the PM peak hour is available to accommodate the proposed project trips. The proposed Espirito Santo Plaza will comply with the requirements of the Downtown Miami DRI without additional mitigation measures. W:`..\982o3\KA\.. \TRAFFIC.RPT Page 21 99 467 APPENDIX A Traffic Counts 94_ 467 Espirito Santo Bank Site MUSP Traffic Impact Study Existing (1998) Turning Movement Counts LOCATION: Brickell Avenue/ SE 8 Street CITY: Miami COUNTY: Miami -Dade DAY: Thursday OBSERVER: DPA DATE: 07/30/98 TIME NORTHBOUND SOTTHBORND TBOUR EASND TB© WESTBOUND GRAN FROM TO L Tota! L Totaf � L '�T Total L � T RND' 1 Total TdTA 04:30 PM 04:45 PM 0 150 26 176 22 210 0 232 56 54 38 148 42 0 126 168 724 04:45 PM 05:00 PM 0 184 28 212 38 240 0 278 62 40 29 131 44 0 105 149 770 05:00 PM 05:15 PM 0 223 32 255 34 283 0 317 81 46 37 164 61 0 145 206 942 05:15 PM 05:30 PM 0 212 28 240 40 389 0 429 82 53 36 171 55 0 147 202 1042 05:30 PM 05:45 PM 0 199 41 240 44 322 0 366 75 35 32 142 58 0 134 192 940 05:45 PM 06:00 PM 0 188 33 221 31 335 0 366 63 34 26 123 71 0 125 196 906 06:00 PM 06:15 PM 0 198 39 237 32 205 0 237 71 40 39 150 67 0 130 197 821 06:15 PM 06:30 PM 0 198 1 36 234 45 286 0 331 53 43 32 128 72 0 110 182 875 Peak Hour Calculations 1998 Seasonally Adjusted Turning Movement Volumes TIME NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND GRANi FROM TO L T R Total L T R Total L T R Total L T R _ Total TOTAI 05:00 PM 06:00 PM 0 847 138 985 153 11369 1 0 1 1522 310 173 135 618 252 0 568 820 3945 PEAK HOUR FACTOR 0.94 0.86 0.88 0.97 0.92 Notes: -FDOT Seasonal Factor: 1.00 (Dade Countywide) M.WK4 APPENDIX B Intersection capacity Analysis Worksheets dP� 9 9 - 467 HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4g 11-25-1998 Center For Microcomputers In Transportation ------------------------------ Streets: (E-W) SE 8 ST. - - (N-S) BRICKELL AVE Analyst: DPA File Name: BRCKSE8.HC9 Area Type: Other 11-5-98 PM Comment: 1998 EXISTING CONDITIONS ----------------------------- Eastbound - - - - - - - - - - Westbound Northbound Southbound L T R L T R L T R L T R ---- No. Lanes ---- 2 ---- ---- 2 < 0 ---- ----- ---- ---- ---- ---- ---- ---- 1 > 0 < 1 0 2 1 2 2 0 Volumes 310 173 135 252 568 847 138 153 1369 Lane W (ft) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 RTOR Vo i s 3.0 0 60 0 Lost Time 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 ----------------------------------------------------------------------- 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: #1 #2 #5 #6 ------------------------------------------------------------------------ Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS ----- EB L ---- 800 ------- 3539 ----- ----- ----- --- ----- --- 0.420 0.226 29.1 D 29.1 D TR 789 3492 0.417 0.226 29.1 D WB L 382 1770 0.450 0.357 26.9 D 26.2 D LR 509 1541 0.593 0.330 25.4 D R 564 3.583 0.689 0.357 26.5 D NB T 1847 3725 0.507 0.496 15.0 B 14.8 B R 785 1583 0.104 0.496 11.7 B SB L 619 3539 0.268 0.591 9.3 B 12.6 B T 2203 3725 0.687 0.591 12.9 B Intersection Delay = 18.5 sec/veh Intersection LOS = C Lost Time/Cycle, ------------------------------------------------------------------------ L = 6.0 sec Critical v/c(x) = 0.688 99- 467 HCM: SIGNALIZED IN' SECTION SUMMARY Versior. .4g 03-30-1999 Center ror Microcomputers In Transportation Streets: (E-W) SE 8 ST (N-S) BRICKELL AVE Analyst: DPA File Name: BRS8WP.HC9 Area Type: Other 3-30-99 PM Comment: FUTURE TRAFFIC CONDITIONS WITH PROJECT Eastbound Westbound Northbound- Southbound L T R L T R. L T R L T R No. Lanes ---- ---- ---- 2 2 < 0 ---- ---- ---- 1 > 0 < 1 ---- ---- 0 2 ---- 1 ---- ---- ---- 2 2 0 Volumes 345 374 200 273 761 1230 149 193 1629 Lane W (f-t) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 RTOR Vols 10 0 60 0 Lost Time 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 ----------------------------------------------------------------------- Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left * N-B 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: #1 #2 #5 #6 Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS ----- ----------- EB L 800 3539 ----- ----- ------ 0.454 0.226 29.5 --- ----- --- D 32.6 D TR 800 3537 0.757 0.226 34.5 D WB L 296 1770 0.547 0.357 34.0 D 35.6 D LR 483 1462 0.917 0.330 41.1 E R 564 1583 0.799 0.357 30.8 D NB T 1847 3725 0.714 0.496 18.1 C 17.7 C R 785 1583 0.116 0.496 11.8 B SB L 1039 3539 0.195 0.591 11.7 B 14.8 B T 2203 3725 0.792 0.591 15.2. C Intersection Delay = 22.9 sec/veh Intersection LOS = C Lost Time/Cycle, L = 6.0 ------------------------------------------------------------------------ sec Critical v/c(x) = 0.814 9 9 - 467 HCM: SIGNALIZED INrRSECTION SUMMARY Version 2.4g 11-25-1998 Center For Microcomputers In Transportation ----------------------------- Streets: (E-W) SE 12 TERR/13 ST --------- (N-S) BRICKELL AVE -- Analyst: DPA File Name: BRCKSEI2.HC9 Area Type: Other 11-5-98 PM Comment: 1998 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 < 0 ---- ---- ---- 1 2 1 Volumes 234 66 125 141 269 55 131 664 31 42 1189 564 Lane W (ft) 12.0 1.2.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 9.0 RTOR Vols 60 50 10 60 Lost Time 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 -------------------------------------------------------•---------------- 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.OP Yellow/AR 5.0 5.0 Yellow/AR 5.0 Cycle Length: 115 secs Phase combination order: #1 #2 #5 ----------------------------------------------------------------------- Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS ----- EB L ----------- 262 1770 ----- 0.658 ----- ----- 0.148 33.9 --- D ----- --- 31.8 D LT 268 1816 0.533 0.148 30.9 D R 234 1583 0.295 0.148 28.4 D WB L 277 1770 0.534 0.157 30.4 D 52.4 E T 292 1863 0.971 0.157 64.3 F R 248 1583 0.020 0.157 26.5 D NB L 96 156 1.435 0.617 TR 2290 3708 0.331 0.617 6.9 B SB L 187 302 0.236 0.63.7 6.5 B 8.9 B T 2300 3725 0.572 0.617 8.7 B R 880 1425 0.604 0.617 9.5 B Intersection Delay = * (sec/veh) Intersection LOS = (g/C)*(V/c) is greater than one. Calculation of D1 is infeasible. ----------------------------------------------------------------- 99- 467 HCM: SIGNALIZED IN' SECTION SUMMARY Version .4g 03-30-1999 Center r'or Microcomputers In Transportation Streets: (E-W) SE 12 TERR/13 ST (N-S) BRICKELL AVE Analyst: DPA File Name: BRSI2WP.HC9 Area Type: Other 3-30-99 PM Comment: FUTURE TRAFFIC CONDITIONS WITH PROJECT 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 < 0 ---- ---- ---- 1 2 1 Volumes 282 162 267 191 352 190 363 996 94 58 1469 635 Lane W (ft) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 1.2.0 12.0 12.0 9.0 RTOR Vols 60 60 30 75 Lost Time 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 ------------------------------------------------------------------------ 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.OP Yellow/AR 5.0 5.0 Yellow/AR 5.0 Cycle Length: ------------------------------------------------------------------------ 115 secs Phase combination order: #1 #2 #5 Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts ----- Cap Flow Ratio Ratio Delay LOS Delay LOS EB L ----------- 262 1770 ----- 0.879 ----- ----- --- 0.148 49.8 E ----- ---- 49.1 E LT 272 1839 0.820 0.148 42.8 E R 234 1583 0.901 0.148 54.8 E WB L 277 1770 0.704 0.157 35.0 D T 292 1863 1.231 0.157 R 248 1583 0.537 0.157 30.6 D NB L 84 136 4.396 0.617 TR 2279 3692 0.474 0.617 7.8 B SB L 109 176 0.542 0.617 12.2 B 9.8 B T 2300 3725 0.652 0.617 9.6 B R 880 1425 0.649 0.617 10.3 B Intersection Delay = * (sec/veh) Intersection LOS = (g/C)*(V/c) is greater than one. Calculation of D1 is infeasible. ----------------------------------------------------------------- 99- 467 HCM: SIGNALIZED IN' SECTION SUMMARY Versior.' .4g 03-31-1999 Lti✓ID PLUMMER AND ASSOCIATES, INC. ------------------------- - ----------------------------------- Streets: (E-W) SE 12 TERR/13 ST (N-S) BRICKELL AVE Analyst: DPA File Name: BRSI2WPI.HC9 Area Type: Other 3-30-99 PM Comment: FUTURE TRAFFIC CONDITIONS WITH PROJECT WITH ADJUSTED PHASING - --- ---- - ---------------------- 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 < 0 1 2 1 Volumes 282 162 267 191 352 190 363 996 94 58 1469 635 Lane W (ft) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 9.0 RTOR Vols 30 30 30 30 Lost Time 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 ----------------------------------------------------------------------- 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 13.5A 20.OA Green 20.OA 43.5P Yellow/AR 5.0 5.0 Yellow/AR 3.0 5.0 Cycle Length: 115 secs Phase combination order: #1 #2 #5 #6 ----------------------------------------------------------------------- Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS ----- ----------- ----- ----- ----- --- ----- --- EB L 239 1770 0.905 0.135 55.7 E 47.2 E LT 247 1835 0.958 0.135 65.4 F R 489 1583 0.493 0.309 21.6 C WB L 339 1770 0.576 0.191 29.1 D 45.8 E T 356 1863 1.007 0.191 68.7 F R 619 1583 0.263 0.391 15.4 C NB L 373 1770 0.992 0.596 57.8 E 30.1 D TR 1461 3692 0.740 0.396 20.6 C SB L 373 1770 0.158 0.596 9.2 B 35.6 D T 1474 3725 1.017 0.396 44.6 E R 793 1425 0.778 0.557 16.3 C Intersection Delay = 37.1 sec/veh Intersection LOS = D Lost Time/Cycle, L = 9.0 sec Critical v/c(x) = 0.975 ----------------------------------------------------------------------- t 99- 467 I 1) HCM: SIGNALIZED IN' SECTION SUMMARY Version .4g 11-25-1998 Center For Microcomputers In Transportation ---------------------------------- Streets: (E-W) SE 15 RD - - - - - - (N-S) BRICKELL AVE Analyst: DPA File Name: BRCKSEI5.HC9 Area Type: Other 11-5-98 PM Comment: 1998 EXISTING CONDITIONS Eastbound Westbound Northbound Southbound L T R L T R L T R ---- L T R ---- ---- ---- No. Lanes ---- ---- ---- 0 > 1 1 --I-- ---- ---- 0 > 1 1 ---- ---- 1 2 < 0 1 2 < 0 Volumes 32 45 129 126 46 24 78 595 65 36 1520 49 Lane W (ft) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 RTOR Vols 60 20 10 10 Lost Time 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 ------------------•------------------------------------------------------ Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left * NB Left Thru * Thru Right * Right Peds Peds WE Left * SB Left Thru * Thru Right * Right Peds Peds NB Right EB Right SB Right WE Right Green 23.OA Green 82.OP Yellow/AR 5.0 Yellow/AR 5.0 Cycle Length: 115 secs Phase combination order: #1 #5 ----------------------------------------------------------------------- Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS ----- ----- --- Delay LOS ----- --- ----- ----------- EB LT 308 1416 ----- 0.263 0.217 24.2 C 24.1 C R 344 1583 0.212 0.217 23.9 C WE LT 292 1342 0.621 0.217 29.1 D 29.0 D R 344 1583 0.012 0.217 22.8 C NB L 91 125 0.899 0.730 51.1 E 8.3 B TR 2687 3679 0.267 0.730 3.4 A SB L 357 488 0.107 0.730 2.9 A 5.3 B TR 2711 3712 0.636 0.730 5.4 B Intersection Delay = 8.7 sec/veh Intersection LOS = B Lost Titne/Cycle, L = 6.0 ------------------------------------------------------------------------ sec Critical v/c(x) = 0.835 99- 467 HCM: SIGNALIZED IN' '.SECTION SUMMARY . Versioi .4g 03-30-1999 Centex For Microcomputers In Transportation Streets: (E-W) SE 15 RD (N-S) BRICKELL AVE Analyst: DPA File Name: BRSI5WP.HC9 Area Type: Other 3-30-99 PM Comment: FUTURE CONDITIONS WITH PROJECT -------------------------- Eastbound Westbound - - - -- - - Northbound - Southbound L T R L T R L T R L T R No. Lanes ---- ---- ---- 0 > 1 1 ---- ---- 0 > 1 ---- 1 ---- ---- ---- 1 2 < 0 ---- ---- ---- 1 2 < 0 Volumes 73 50 145 142 52 26 87 767 70 39 1804 102 Lane W (ft) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 RTOR Vols 60 20 10 10 Lost Time 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 ----------------------------------------------------------------------- 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 23.OA Green 82.OP Yellow/AR 5.0 Yellow/AR 5.0 Cycle Length: 115 secs Phase combination order: #1 #5 ----------------------------------------------------------------------- Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS ----- EB LT ------------ 196 903 ----- 0.636 ----- ----- --- 0.217 31.0 D ----- --- 28.2 D R 344 1583 0.253 0.217 24.2 C WB LT 234 1078 0.845 0.217 44.0 E 43.3 E R 344 1583 0.020 0.217 22.9 C NB L 73 100 1.220 0.730 TR 2692 3685 0.329 0.730 3.6 A SB L 249 341 0.161 0.730 3.1 A 6.8 B TR 2701 3698 0.752 0.730 6.9 B Intersection Delay = * (sec/veh) Intersection LOS = (g/C)*(V/c) is greater than one. Calculation of D1 is infeasible. ----------------------------------------------------------------- 99- 467 HCM: SIGNALIZED IN" SECTION SUMMARY Version, .4g 03-30-1999 Center 2or Microcomputers In Transportation ---------------------------------- - - Streets: (E-W) SE 15 RD (N-S) BRICKELL AVE Analyst: DPA File Name: BRS15WPI.HC9 Area Type: Other 3-30•-99 PM Comment: FUTURE CONDITIONS WITH PROJECT WITH ADJUSTED PHASING --------------------------------- Eastbound Westbound Northbound Southbound L T R L T R L T R L T R ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- No. Lanes 0 > 1 1 0 > 1 1 1 2 < 0 1 2 < 0 Volumes 73 50 145 142 52 26 87 767 70 39 1804 102 Lane W (ft) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 RTOR Vols 60 20 15 30 Lost Time 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 ------•----------------------------------------------------------------- Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left * NB Left Thru * Thru Right * Right Peds Peds WE Left * SB Left Thru * Thru Right * Right Peds Peds NB Right EB Right SB Right WE Right Green 23.OA Green 5.OA 74.OP Yellow/AR 5.0 Yellow/AR 3.0 5.0 Cycle Length: 115 secs Phase combination order: #1 #5 #6 -------------•---------------------------------------------------------- Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS ----- ----------- ----- ----- ----- --- ----- --- EB LT 185 849 0.677 0.217 33.1 D 29.4 D R 344 1583 0.253 0.217 24.2 C WE LT 221 1015 0.898 0.217 52.3 E 51.3 E R 344 1583 0.020 0.217 22.9 C NB L 142 1770 0.627 0.730 19.2 C 6.9 B TR 2437 3688 0.361 0.661 5.7 B SB L 234 1770 0.171 0.730 3.3 A 10.9 B TR 2448 3704 0.821 0.661 11.0 B Intersection_ Delay = 13.3 sec/veh Intersection LOS = B Lost Time/Cycle, L = 9.0 sec Critical v/c(x) = 0.848 ------------------------------------------------------------------------ 99 - 467 APPENDIX C ART -TAB Analysis dP� 9 9 -- 467 _( DESCRIPTION Road Name From To Peak Direction Study Time Period Analysis Date Number of Lanes AADT 1 User Notes ART -TAB 3%0 Arterial Level of Service Volume Tables Based on Chapter 11 of the 1997 Highway Capacity Manual Update Florida Department of Transportation September 1998 PEAK HOUR PEAK DIRECTION VOLUME (Includes vehicles in exclusive turn lanes) 3 Intersections per mile Level of Service ,NES A B C D E 1 N/A N/A 670 1,050 1.140 2 r N/A N/A 1,450 2,170 2,270 3 N/A N/A 2,250 3,310 3,410 4 N/A N/A 3,060 4,450 4,540 TRAFFIC CHARACTERISTICS �~ (Includes vehicles in exclusive turn lanes) -Range- 3 Intersrtion oar mild K Factor 0.091 (0,06 - 020) D Factor 0.679 (0.50 -1.00) Level of Service Peak Hour Factor 0.98 (0.70 -1.00) "LANES A B C D E Adi Saturation Flow Rate 1850 (1400 - 2000) 2 N/A N/A 980 1,550 1,670 Turns from Exclusive lane 12 (0 -100) 4 N/A N/A 2,140 3,190 3,340 6 N/A N/A 3,320 4,880 5,020 8 N/A N/A 4,500 6,560 6,69 ROADWAY CHARACTERISTICS i .......................... ........................... :.:..::::::::::::::::::::-.::::: AVERAGE ANNUAL DAILY TRAFFIC (AADT) urbanized, Transitioning/Urban, is(Includes vehicles in exclusive turn lanes) or Rural Area Type U (U, T, or R) 3 Intersections Der ink Arterial Class 1 (1,2,3, or 4) Free Flow Speed(mph) 45 (55,50,45,40,35) Level of Service Total Length of Arterial(mi) 1 LANES A B C D E Medians(Y/N) Y 2 N/A N/A 10,800 17,000 18,400 Left Turn Bays (Y/N) I Y 4 N/A NIA 23,500 35,100 36,700 _ _ _ _: 6 N/A N/A 36,500 53,600 55,100 SIGNALIZATION CHARACTERISTICS 8 I N/A N/A 49,500 72,100 73,500 No.Signalized intersections 3 N/A means the level of service is not achievable . .................. ._ .... ... .... ..... Arrival Type,Peak Dir 4 (1,2,3,4,5 or 6) Peak Hour Peak Direction Through/Right vic Ratio for the ! Type Signal System S (P, S, or A) Full Hour System Cycle Length(sec) 115 (60 - 240 sec) Level of Service Weighted,Thru Mvmt qIC. 0 54 (0 20 0 80) LANES A B _ C D E . 1 N/A N/A 0.59 0.92 1.00 Note that intersection capacity is reached at LOS 'E'. 2 N/A N/A 0,64 0.96 1.00 Constant volumes across the remaining LOS ranges indicate that 3 N/A N/A 0.66 0.97 1.00 these levels are not achievable. Higher volumes result in an'F'. 4 N/A N/A 0.67 0.98 1.00 99- 46rj TION: Brlckell Ave. t SE 12 Terr.1 SE 13 St. TY : Mlaml•Dade RVER: DPA Espirito Santo Bank Site MUSP Traffic Impact Study Existing (1998) Turning Movement Counts CITY: Mlaml DAY: Thursday DATE: 10/29/98 TIME NORTHBOUND S OUTHBOUN EASTBOUND M TO PEDS R Total PEDS R Total PEDS L R Total PEDS LWESTTOUNDR Total PM 04:15 PM 1 24 138 8 + 170 2 I 16 219 93 328 4 43 17 36 96 2 19 28 11 58 PM 04:30 PM 2 22 133 11 I 166 3 6 172 89 267 1 74 19 23 116 5 16 36 13 I 65 PM 04:45 PM 5 19 164 15 198 1 12 211 116 339 2 53 6 24 83 7 16 29 17 62 PM 05:00 PM 4 33 118 7 158 1 11 230 97 338 4 58 16 30 104 4 28 33 22 83 PM 05:15 PM 5 33 158 5 196 8 12 308 153 473 8 62 17 29 108 11 27 70 16 113 PM 05:30 PM 3 34 169 8 211 3 10 301 149 460 1 54 17 30 101 5 40 76 9 125 PM 05:45 PM 2 31 194 8 233 6 10 296 139 445 2 59 9 31 99 11 38 67 23 128 PM 06:00 PM 3 33 143 10 186 3 10 284 123 417 3 59 23 35 117 6 36 56 7 99 Peak Hour Calculations 1998 Seasonally Adjusted Turning Movement Volumes TIME NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND M TO PEDS L T R Total PEDS L T R Total PEDS L T R Total PEDS L T R Total PM 1 06:00PM 13 1 131 664 31 826 20 1 42— 1189 1 564 1795 14 1 234 66 125 425 33 1 141 269 55 465� HOUR FACTOR 0.89 0.95 0.91 0.91 II Seasonal Factor: 1.00 (Dade Countywide) Espirito Santo Bank Site MUSP Traffic Impact Study Existing (1998) Turning Movement Counts CATION: Brickell Ave. I SE 15 Rd. CITY: Miami LINTY : Miami -Dade DAY: Thursday SERVER: DPA DATE: 10/29/98 TIME NORTHBOUND—�SOUTHBOUND EASTBOUND WESTBOUND cOM TO PEDS L T I R Total PEDS I L I T_J R I Total IPEDS L T R TotHI-FEDST L T I RR Tot )0 PM 04:15 PM 3 25 131 14 170 2 10 253 12 275 2 3 17 16 36 3 12 12 6 3C 15 PM 04:30 PM 2 12 131 14 157 3 8 233 11 252 4 8 11 26 45 2 15 10 7 32 30 PM 04:45 PM 2 22 167 16 205 2 3 260 12 275 3 3 10 23 36 3 17 3 6 26 $5 PM 05:00 PM 1 15 120 13 148 1 4 291 8 303 2 3 11 25 39 2 13 13 8 34 )0 PM 05:15 PM 3 19 146 15 180 2 6 369 12 387 3 9 11 23 43 4 28 8 _ 7 43 15 PM 05:30 PM 2 17 148 17 182 0 11 401 11 423 2 6 13 39 58 5 38 8 7 53 30 PM 05:45 PM 4 24 153 17 194 1 13 379 15 407 1 9 9 38 56 7 35 20 6 61 l5 PM 06:00 PM 1 18 148 16 182 2 6 371 11 388 2 8 12 29 49 6 25 10 4 39 Peak Hour Calculations 1998 Seasonally Adjusted Turning Movement Volumes TIME NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 1-0M TO _ PEDS L T R Total PEDS�L 1 T —� R rTotal PEDS L� T R Total PEDS L T IR� Tot )0 PM 1 O6:00 PM 10 78 595 65 738 5 36 1 1520 49 1605 8 32 45 129 206 22 126 46 24 19; kK HOUR FACTOR 0.95 0.95 0.89 0.81 Seasonal Factor: 1.00 (Dade Countywide) PM.WK4 TAB ®PTg 1(9® I P 0 1 Pil( CIVIL LAND DEVELOPMENT TRAFFIC AND TRANSPORTATION ESPIRITO SA►NTO PLAZA SITE UTILITY STUDY March 31, 1999 8550 W. FLAGLER STREET, SUITE 113, MIAMI, FLORIDA 33144 TEL: (305) 551-6267 + FAX: (305) 551-4542 99-- 467 .. .10. 1 so � LI V E ® Ptl b P4 ® V (@ CIVIL E � LAND DEVELOPKENT TRAFFIC AND TRANSPORTATION TABLE OF CONTENTS Page 1. General........................................................................... 1 2. Storm Drainage System ...................................................... 2 3. Water Distribution System ................................................... 4 Proposed Water Use Calculations ........................................ 6 4. Sewer Collection System .................................................... 7 5. Solid Waste Generation..................................................... 9 EXHIBITS: "A" Storm Drainage Well Calculations ............................... "B" Storm Water Management Calculations ...................... „C» Sewer Allocation.................................................... "D" Miami -Dade Water & Sewer Department Letter of Availability and Evaluation of Existing GravitySewer ........................................................ "E" Site Utilities Plan .................................................... 10 14 19 22 29 99 - 467 W �e � r® ■� Asa r�� r MA 0 G w s IF I n CIVIL VE LAND DELOPFENT fin TRAFFIC AND TRANSPORTATION ESPIRITO SANTO PLAZA SITE UTILITY STUDY 1. General A. Project Location and size: The proposed project consists of a Bank Headquarters and Mixed Use Facility located on the East Side of Brickell Avenue between SE 13th and SE 14th Streets, City of Miami, in Section 12, Township 54South, Range 41 East, Miami -Dade County, Florida. The project will be constructed on an approximately 2.31 acre site (net) located at 1395 Brickell Avenue. There is an existing building on this site, which will be demolished to allow for the constructions of this project. B. The proposed project build -out will be as follows: Bank Offices 10,898 SF Business Offices 384,689 SF Retail 7,592 SF Apartments 144 Units Health Club 9,785 SF Restaurant 15,353 SF (200 seats) G 1 9 9 - 467 % 0 CIVIL LAND DEVELOPMENT TRAFFIC AND TRANSPORTATION 2. Storm Drainage System A. Existing Storm Drainage System: Roadway storm drainage systems presently exist along the streets surrounding the proposed project. These systems are owned and maintained by the City of Miami. The site, in its existing or proposed conditions, does not or will not contribute any significant amount of storm water run-off into the Public Roadway System. No significant improvements to the existing system are expected as a result of this project other than some possible inlet modifications associated with the street of sidewalk improvements. B. Proposed On -Site Storm Drainage System: The proposed storm drainage system to serve this project will be designed to fully contain on -site the storm water run-off and to meet the Miami - Dade County Department of Environmental Resources Management (DERM) Environmental Resources Permit (ERP) requirements. This will be accomplished by means of deep drainage wells. No off- site run-off will be generated from the site. The total contributing site area and 30% of the building wall area exposed to the rain will be included in the well design calculations. An impervious coefficient of 0.95 will be used for the purpose of this study. Based on information provided by an experienced well drilling company for other projects in the vicinity, an approximate well discharge rate between 600 to 750 gpm per foot of head can be expected. Storm water from roofs, driveways and parking areas will be conveyed by means of a collection system to sediment flanks sized to meet the detention volume requirements prior to discharging into the well. Pollution retardant mechanisms will be provided at the catch basins prior to entering the detention tanks. 2 99e 467 h ® n Emn @ ®IP CIVIL LAND DEVELOPMENT - TRAFFIC AND TRANSPORTATION C. Required number of Wells: Based on the attached calculations four (4) to six (6) storm drainage wells are required to provide full on -site retention for this project depending on the actual yields obtained during the well drilling operations. (See Preliminary Site Utilities Plan attached) For storm drainage calculations refer to attached Exhibit "A". D. Storm Water Management Requirements: According to the DERM ERP requirements the on -site peak stage generated by the 100 Year- 3 Day storm event can not exceed the 100 Year FEMA Flood Elevation of the nearest adjacent flood zone (AE, Elevation 13.00 NGVD. Based on the attached Storm Water Management Calculations, the peak 100 Year- 3 Day stage for this project is elevation 7.89 NGVD. This elevation is below the maximum allowed elevation of 13.00 NGVD. This project will meet the DERM ERP Flood Plain elevation requirements. For storm water management calculations refer to attached Exhibit "B". 3 99- 467 oY 17 �al�ulr CIVIL a LAND DEVELOP UT TRAFFIC AND TRANSPORTATION 3. Water Distribution System A. Existing Water System Facilities: Miami -Dade Water & Sewer Department (MD-WASD) owns and operates the following domestic water facilities in the vicinity of this project: • An existing 20-inch water main on Brickell Avenue which runs along the entire westerly boundary of the property. • An existing 12-inch water main on SE 13t" Street which runs along the entire of north side of the property. • An existing 12-inch water main on SE 14t" Street which runs along entire the south side of the property. • An existing 6-inch water main on SE 14th Street which runs along the entire south side of the property. These existing water mains can be used to provide fire protection, domestic and landscape irrigation service for this project. B. Required Water System Improvements: (Please refer to attached Preliminary Site Utilities Plan). As required by MD-WASD availability letter dated November 19, 1998, (See Exhibit "D"), construction of 12" water main extensions along SE 13tn and SE 14t'" Streets are necessary for the development of this project. Based on our investigation with MD-WASD Inspections Department, these facilities already exist. The only portion of water main construction required to satisfy the above mentioned letter is a 12" water main interconnection from 13t" to 14" Street. Any water main extensions constructed by the developer (at its own cost) as a requirement for this project will have to be conveyed to MD-WASAD. 4 99- 467 uo a c� 0 CrVIL LAND DEWLOPW.NT TRAFFIC AND TRANSPORTATION C. Anticipated water use: The water use requirements for this project are calculated based on the build -out information shown on the following table. An additional flow demand of 75,566 GPD is expected from this project. 5 99- 467 ®vu� b®m v b �ugi CIVIL b LAND DEVELOPMENT TRAFFIC AND TRANSPORTATION PROPOSED WATER USE CALCULATIONS PROJECT: ESPIRITO SANTO PLAZA DATE: 31-Mar-99 TYPE OF BUILDING USE AREA Isf] RATE [9Pdlsfl ADF [9pd) PROPOSED FLOWS: BANK 10,898 0.10 1,090 OFFICE 384,689 0.10 38,469 RETAIL tI 15,445 0.05 772 APARTMENTS (UNITS) 144 200 28,800 HEALTH CLUB 9,785 0.35 3,425 RESTAURANT (SEATS) 200 35 7,000 TOTAL: 79,556 PREVIOUS FLOWS: OFFICE BUILDING 40,000 0.10 4,000 NET INCREASE: 75,656 rl This flow calculation is based on 7,500 sf of restaurant area (200 seats) the balance of 7,853 sf has been included as retail. The retail area has been increased from 7,592 sf to 15,445 sf for the water use calculations. 6 99 - 467 r� /7sre s � i If E �1Uj �V„{ ®w� 6 trow� a G �� CIVIL LAND DEVELOPWNT TRAFFIC AND TRANSPORTATION 4. Sewer Collection System A. Existing Sanitary Sewer System Facilities: Miami -Dade Water & Sewer Department (MD-WASD) owns and operates the following sanitary sewer facilities in the vicinity of this project: • An existing 10-inch gravity sewer line along SE 14th Street that runs along the entire southern boundary of the property. • An existing 15-inch gravity sewer line along SE 14th Street that runs along the entire southern boundary of the property. • An existing 12-inch gravity sewer line along SE 13th Street that runs along the entire northern boundary of the property. • An existing Sanita,� Sewer Pump Station (PS 8) located on Brickell Avenue and SE 12 h Street. This Pump Station receives the sanitary sewer flows from a large service area including this project. According to MD-WASD, the above mentioned gravity sewer facilities that presently serve the existing developments in the area do not have sufficient capacity to accept the flows generated by this or other projects in the area (Refer to Exhibit "D" for MD-WASD MEMORANDUM dated October 20, 1998). B. Required Sanitary Sewer System Improvements: (Please refer to attached Preliminary Site Utilities Plan). Gravity Sewer System: MD-WASD has determined that the gravity sewer system bringing the flows to PS 8 is too small relative to the Pump Station capacity. As required by MD-WASD availability letter dated November 19, 1998, (See Exhibit "D") the following gravity system improvements are required: • Construct an 18" gravity sewer main in S E 99- 467 �►Mrrw��sr �e r M W r V a 09 QJ CIVIL PA4 In 0 LAND DEVELOENT TRAFFIC AND TRANSPORTATION • Construct a 20 gravity sewer main in South Bayshore Drive from SE 141h Street to SE 12th Street • Construct a 24" gravity sewer main in SE 12th Street from South Bayshore Drive to Brickell Avenue. • Construct a 30" gravity sewer main in Brickell Avenue from SE 12'h Street to Pumping Station No. 8. Pump Station No. 8: The existing Pump Station # 8 presently has sufficient capacity available to serve this project. Sewer System Treatment and Transmission Capacity Certification (Sewer Allocation) for this project was obtained from DERM on December 10, 1998. (See Exhibit "C" attached for Sewer System Treatment and Transmission Capacity Certification). C. Sanitary Sewer Flows: Additional Sewage flows from this project are estimated to be 75,556 gpd as per the calculations on this report. The average daily flow is expected to be 52.45 gpm and the peak flows 131.17 gpm (using a peak factor of 2.5). D. Alternate Gravity System Improvements On going inquires are being conducted with MD-WASD and FDOT as to the possibility of providing sanitary sewer service to this project by means of a gravity sewer line along Brickell Avenue to Pump Station 8. These alternate improvements would be independent from the system improvements being requested by MD-WASD in the Letter of Availability. As a result of these inquires the gravity sewer system improvements for this project may change from those shown on the Preliminary Site Utilities Plan. 1.1 9 9 - 467 A �o ins � P11 6° s 5. Solid Waste Generation CIVIL LAND DEVELOPMENT TRAFFIC AND TRANSPORTATION A. Solid Waste Generated by this project will be collected in standardized on - site containers for refuse and re-cyclables. Either hauling companies and/or the City of Miami Solid Waste Department will provide regular pick- up services. B. Solid Waste Generation: Residential Apartments: 144 @ 8 lb. per day = 1,152 Restaurant: 200 seats @ 2 lb. per seat/day = 400 Retail: 15,445 SF @ 5 W100 SF/day = 772 Bank & Office: 395,587 SF @ 1 Ib/100 SF/day = 3,956 Total Solid Waste Generation = 6,280 lb. Per day 9 99- 467 w �rccz��� if�i� I nV I ® Pal QJ P9 ® ® P d Q9 QJ CIVIL 8 LAND DEVELOPWNT TRAFFIC AND TRANSPORTATION EXHIBIT "A" STORM DRAINAGE WELL CALCULATIONS 10 9 9 - 467 ®no t G CIVIL LAND DEVELOPWNT ne I J L TRAFFIC AND TRANSPORTATION PROJECT NAME: ESPIRITO SANTO BANK DRAINAGE AREA: ENTIRE SITE SITE DATA: SITE AREA = 2.31 CONTRIBUTING BUILDING WALL AREA = 1.09 TOTAL CONTRIBUTING AREA= 3.40 REQUIRED VOLUME FOR 90 SEC. DETENTION TIME: DISCHARGE RATE (EACH WELL)= 1,875 REQUIRED DETENTION VOLUME = 2,813 376 TANK LENGTH = 14 TANK WIDTH = 7 TANK BOTTOM ELEV = 0 TOP OF WEIR ELEV = 3 STORAGE DEPTH = 4 DETENTION VOLUME PROVIDED = 392 11 (9-9 'Apo. F CIVIL LAND DEVELOPWNT a TRAFFIC AND TRANSPORTATION PROJECT NAME: ESPIRITO SANTO BANK DATE: 11-15-98 DRAINAGE AREA: ENTIRE SITE BUILDING WALL AREA CALCULATIONS: THIS AREA WILL INCLUDE THE TWO SIDES OF THE PROPOSED BUIDING WHICH ARE EXPOSED TO THE RAIN AT ANYONE TIME. BUIDING PEDESTAL: THIS IS A 12 STORY PARKING GARAGE WALL LENGTH: 260 FT STRUCTURE HIGHT: 120 FT WALL AREA: 31,200 SF CONDOMINIUM TOWER: WALL LENGH: 260 FT STRUCTURE HIGHT: 487 FT WALL AREA: 126,620 SF TOTAL EXPOSED WALL AREA: 157,820 SF THE CONTRIBUTING AREA IS ONE THIRD OR THE EXPOSED WALL AREA CONTRIBUTING AREA: 47,346 SF 1.09 ACRES 12 99- 467 re ws� r� r �s� s ® �o a n@ 0 v 6 m 9 CIVIL I LAND DEVELOPMENT TRAFFIC AND TRANSPORTATION PROJECT NAME: ESPIRITO SANTO BANK DATE: 11-16-98 DRAINAGE AREA: ENTIRE SITE DRAINAGE WELL DATA: WELL DIAMETER = 24 INCHES WELL DISCHARGE RATE PER FT OF HEAD = 750 GPM AVAILABLE HEAD = 2.50 FT DISCHARGE RATE PER WELL = 1,875 GPM CUMULATIVE INFLOW/OUTFLOW DATA: STORM FREQUENCY = 5YEARS C FACTOR 0.95 DRAINAGE AREA = 3.40 ACRES # OF WELLS PROVIDED 4 TOTAL DISCHARGE RATE = 7,500 GPM TOTAL DISCHARGE RATE = 16.71 CFS SEDIMENT TANK STORAGE = 1,568 CF F.D. STORAGE = 0 CF SOLID PIPE STORAGE = 0 CF INFLOW-EXFILTRATION TABLE TIME MIN INTEN. IN/HR CUM.INFLOW CF SYST. STO. CF ADJ. INFL, CF WELL DISCH. CF OVERFLOW CFS 8 6.41 9924 1568 8356 8021 0.70 10 6.17 11944 1568 10376 10027 0.58 15 5.64 16392 1568 14824 15040 -0.24 20 5.20 20143 1568 18575 20053 -1.23 30 4.50 26121 1568 24553 30080 -3.07 40 3.96 30671 1568 29103 40107 -4,58 60 3.20 37142 1568 35574 60160 -6.83 90 2.48 43221 1568 41653 90241 -9.00 120 2.03 47073 1568 45505 120321 -10.39 150 1.71 49732 1568 48164 150401 -11.36 180 1.48 51679 1568 50111 180481 -12.07 13 99- 467 s r�sd r � ®UV� ano G n a a IV I& I Wo CIVIL — LAND DEVELOPWNT TRAFFIC AND TRANSPORTATION EXHIBIT i`B" STORM WATER MANAGEMENT CALCULATIONS e 14 99- 467 molnial 1 6 n a 0 P G w CIVIL LAND DEVELOPMENT TRAFFIC AND TRANSPORTATION STAGE -STORAGE CALCULATIONS ESPIRITO SANTO BANK HEADQUARTERS Date: 16-Nov-98 PAVED DRIVEWAYMfALKWAY AREAS (5.00 TO 6.60) TOTAL AREA = 0.75 Ac STAGE AREA AV. AREA VOLUME CUM, VOL CUM. VOL ELEV [sf] [sf] [cf] [cf] [ac-ft] 5.00 0 0 0.00 8,168 2,042 5.25 16,335 2,042 0.05 24,503 6,126 5.50 32,670 8,168 0.19 32,670 8,168 5.75 32,670 16,335 0.38 32,670 8,168 6.00 32,670 24,503 0.58 32,670 16,335 6.50 32,670 40,838 0.94 32,670 16,335 7.00 32,670 57,173 1.31 32,670 16,335 7.50 32,670 73,508 1.69 ' 32,670 16,335 8.00 32,670 89,843 2.06 32,670 16,335 8.50 32,670 106,178 2.44 32,670 16,335 9.00 32,670 122,513 2.81 ,4 15 99- 4Vr( ors r-�ws� a a� aw �s w ®va0, 1 uu®®P I I CIVIL 1 LAND DEVELOPMENT TRAFFIC AND TRANSPORTATION STAGE -STORAGE CALCULATIONS ESPIRITO SANTO BANK HEADQUARTERS Date: 16-Nov-98 INTERIOR OPEN AREAS (5.50 TO 6.00) TOTAL AREA = 0.87 Ac STAGE AREA AV. AREA VOLUME CUM. VOL CUM. VOL ELEV [sq [Sq [Cq lCq [ac-ft] 5.00 0 0 0.00 0 0 5.25 0 0 0.00 0 0 5.50 0 0 0.00 9,474 2,369 5.75 18,949 2,369 0.05 28,423 7,106 6.00 37,897 9,474 0.22 37,897 18,949 6.50 37,897 28,423 0.65 37,897 18,949 7.00 37,897 47,372 1.09 37,897 18,949 7.50 37,897 66,320 1.52 37,897 18,949 8.00 37,897 85,269 1.96 37,897 18,949 8.50 37,897 104,217 2.39 37,897 18,949 9.00 37,897 123,166 2.83 �j 16 99 - 467 a.. MUMUNNINO N ��e uu vvvvv r. c� w i w ®cry v e w iJ CIVIL LAND DEVELOPMENT TRAFFIC AND TRANSPORTATION STORM WATER SYSTEM SITE DEVELOPMENT CRITERIA Project: ESPIRITO SANTO BANK HEADQUARTERS Location: SE 13TH ST & BRICKELL AVENUE Date: 17-Nov-98 Site Area: 2.31 Acres Adjusted Area: 3.40 Acres (includes wall area) Buiding Area: 1.56 Acres (Foot Print) Interior Open Areas: 0.87 Acres Driveways & Walkways: 0.75 Acres SITE ELEVATIONS Adjacent 100yr Flood Plain: 13.00 NGVD Dade County Flood Criteria: 5.00 NGVD Driveways &Walkways (5.00 to 5.50): 0.75 Acres Interior Parking & Open Areas (5.50 to 6.00): 0.87 Acres GROUND STORAGE: Groundwater (October High): 2.00 NGVD Pervious Areas: Average elevation of Pervious Areas: 4.50 NGVD Available soil profile depth: 2.50 Feet Soil Storage: 0.00 Inches Equivalent Soil Storage: (Under Pervious) 0.00 Inches Impervious Areas: (Pavement Only) Average elevation at bottom of base rock: 0.00 NGVD Available soil profile depth: 0.00 Feet Soil Storage: 0.00 Inches Equivalent Soil Storage: (Under Impervious): 0.00 Inches TOTAL AVAILABLE SOIL STORAGE: 0.00 Inches 17 99- 467 fhl IN @ ® P V11 QJ CIVIL LAND DEVELOPMENT TRAFFIC AND TRANSPORTATION STORM WATER SYSTEM SITE DEVELOPMENT CRITERIA Project: ESPIRITO SANTO BANK HEADQUARTERS Location: SE 13 T H ST & BRICKELL AVENUE Date: 17-Nov-98 STAGE STORAGE TABLE Stage Drwy & Walks (5.00 to 5.50) 0.75 Int Park & Open (5.50 to 6.00) 0.87 Total [Ac-Ftj 5.00 0.00 0.00 0.00 5.25 0.05 0.00 0.05 5.50 0.19 0.00 0.19 5.75 0.38 0.05 0.43 6.00 0.56 0.22 0.78 6.50 0.94 0.65 1.59 7.00 1.31 1.09 2.40 7.50 1.69 1.52 3.21 .b8.00 2.06 1.96 4.02 8.50 2.44 2.39 4.83 9.00 1 2.81 2.83 5.64 100 YEAR- 3 DAY STAGE: 100 Yr- 3 Day Rainfall: 18.35 Inches Reduction 1 day discharge: 3.28 inches Reduction Soil Storage: 0.00 Inches Design Rainfall Depth: 15.07 Inches 100 yr- 3 day Rainfall Volume: 4.27 Ac-Ft 100 yr - 3 Day Stage: 8.15 NGVD 25 YEAR- 3 DAY STAGE: 25 Yr - 3 Day Rainfall: 14.30 Inches Reduction 1 day discharge: 3.28 inches Reduction Soil Storage: 0.00 Inches Design Rainfall Depth: 11.02 Inches 25 yr- 3 day Rainfall Volume: 3.12 Ac-Ft 25 yr- 3 day Stage: 7.44 NGVD THE ABOVE ELEVATIONS ARE IN CITY OF MIAMI DATUM, TO CONVER TO N.G.V.D. DATUM THEY WILL BE ADJUSTED BY SUBTRACTING 0.26'. 100 YR- 3 DAY STAGE = 7.89 NGVD 25 YR- 3 DAY STAGE = 7.18 NGVD 4.Z 18 99- 467. ®MQj � P � W� CIVIL LAND DEVE opWNT TRAFFIC AND TRANSPORTATION EXHIBIT "C" SEWER ALLOCATION 19 99- 467 N Page. of 2 MIAMI-DADS COUNTI, . LOFIDA 15 i20913365871 MIAMI-DE RERM. Issued Date: 12-MP_P.-1999 ENVIRONMENTAL RESOURCES MANAGEMENT Expiration Date: 10-JUN-1999 WATER AND SEWER DIVISION 33 S.W. 2nd AVENUE SUITE 500 MIAMI, FLORIDA 33130.1540 (305) 372-6500 To, ZE MR WILLIAM ROSS ESTORIL, INC. �' '�n' 1395 BRICKELL AVE ���` IJJ �J MIAMI, FL 33131 .............. __.___.__ Fax- Tel- 371-3500 ^ _ RE: Sewer System Treatment and Transmission Capacity Recertification Dear MR ROSS: The Dade County Department of Environmental Resources Management (DERM) has received your application for recertification of a sewer service connection, previously approved on 10-DEC-1998, under number 1998120913365871, to serve the following project which is more specifically described in the attached project summary. Project Name: ESPIRITO SANTO PLAZA Project Location: 1395 BRICKELL 'AVE MIAMI Proposed Use: NEW BLDG. (BANK/OFFICE/RETAIL/GYM/RESTAUTANT/APARTMENT Previous Flow (Credit): 4000 GPD Calculated Sewage Flow: 78556 GPD Sewer Utility: MIAMI DADE WATER & SEWER DEPARTMENT Receiving Pump Station: 30-0008 DERM has evaluated your request in accordance with the terms and conditions set forth in Paragraph 16 C of the First Partial Consent Decree (CASE NO. 93•-1109 CIV-MORENO) between the United States of America and Metropolitan Dade County. DERM hereby certifies that adequate treatment and transmission capacity, as herein defined, is available for the above described project. Please be advised that this letter supersedes a Sewer Connection Certification letter previously issued with the same date and use but an incorrect sewage flow of 62,971 GPD. Please be aware that this certification is subject to the terms and conditions set forth in the Sewer Service Connection Affidavit filed by the applicant, a copy of which is hereby attached. By copy of this certification we are advising the appropiate building official of our Department's determination. 20 99- 467 2 of 2 { Ilil II III Il IIl li 111 I! 11"' IIP 111111111111111111111111111111111111111111111111111111 IN ,5o120913365871 Issued Date: 12-MAR-1999 Expiration Date: 10-JUN-1999 Sincerely, John W. Renfrow, P.E. Director Department of Environmental Resources Management By : Vicente . Arrebola, P.E. chief, W t ter & Sewer Division Attachements (2) cc: Building Official (w/Attachments) Utility Official (w/Project Summary Attachment) 21 99- 467 rarMr�so® arm ra_r� ®m � 6 u ; (p v 6 � � CIVIL LAND DEVELOPMENT ftial 0 1 1 1 1 1 1 1 1 1 TRAFFIC AND TRANSPORTATION EXHIBIT "D" Miami -Dade Water & Sewer Department LETTER OF AVAILABILITY And EVALUATION OF EXISTING GRAVITY SEWERS 99- 467 22 MIAN-DADE WATER AND SEWER DEPAP JT PO, Box 33C Aiami, Florida 33233-0316. 3575 S. Lektine Raid • Tel:.__. 665.7471 • Fax: 305.669-7656 SERVE • CONSERVE l k November 19,1998 VSN Engineering, Inc. c/o Mr. Rodolfo Vargas -Fournier, P.E. 8550 West Flagler Street, Suite 113 Miami, Florida 33144 Re: Water and Sewer Availability for a proposed project to be located at 1395 Brickell Avenue, Miami, Florida. Gentlemen: This is in response to your inquiry dated October 22, 1998, regarding water and sewer availability to the above referenced property location for the proposed construction of three hundred fifty-three thousand ninety-seven (353,097) square feet of office space, fifteen thousand (15,000) square feet of retail space, five thousand (5,000) square feet of restaurant spare and one hundred (100) apartment residential units. The County owns and operates a twenty(20) inch water main located in Brickell Avenue and S.E. 14 Street, from which the property owner may install and connect a twelve (12) inch water main easterly in S.E. 14 Street covering the referenced property. The property owner shall also connect to an existing twelve (12) inch water main located in S.E. 13 Street east of Brickell Avenue and extend easterly a in S.E. 13 Street a twelve (12) inch water main to cover the referenced property. Any water main extensions within the owner's property shall be twelve (12) inches minimum with two (2) point of connections. The property owner shall install and connect an eighteen (18) inch gravity sewer main in S.E. 14 Street from east of Brickell Avenue to South Bayshore Drive, replacing an existing ten (10) inch gravity sewer main. Thence install a twenty (20) inch gravity sewer main in South Bayshore Drive from S.E. 14 Street to S.E. 12 Street. Thence install a twenty-four (24) inch gravity sewer main in S.E. 12 Street from South Bayshore Drive to Brickell Avenue. The final installation shall be a thirty (30) inch gravity sewer main in Brickell Avenue from S.E. 12 Street to Sewage Pumping Station Number 8, providing that there is sufficient depth and that there are no obstacles which would preclude construction of the sewer. Other points of connection may be established subject to approval of the Department. The right to connect the referenced property to the Department's sewer system is subject to the terms, covenants and conditions set forth in the Settlement Agreement between the State of Florida Department of Environmental Protection ("DEP") and the County dated February 16th, 1993, the Settlement Agreement between DEP and the COUNTY dated July 27th, 1993, the First f Amendment to Settlement Agreement between DEP and tire County dated December 21st, 23 99- 467 1995) the First Partial Consent Decree and the Second and Final Partial Consent Decree entered in United State of America Environmental Protection Agency vs. Metropolitan Dade County (Case Number 93-1109 CIV-MORENO), as currently in effect or as modified in the future, and all other current, subsequent or future agreements, court orders, judgments, consent orders, consent decrees and the like entered into between the County and the United States, State of Florida or future enforcement and regulatory actions and proceedings. Information concerning the estimated cost of facilities must be obtained from a consulting engineer. All costs of engineering and construction will be the responsibility of the property owner. In addition, the Department's standard water and sewer connection charges will be required. Easements must be provided covering any on -site facilities which will be owned and operated by the Department. Construction connection charges and connection charges will be determined once the property owner enters into an agreement for water and/or sewer service with the Department. The availability of water and sewer service for the subject property is conditional upon the approval of various regulatory agencies and no continuing unconditional commitment can be made at this time. Consequently, this letter is for informational purposes only and is not intended as a commitment for service. All conditions noted herein are effective for thirty (30) days. When development plans for the subject property are finalized, and upon the owner's request, we will be pleased to prepare an agreement for water and sewer service, provided the Department is able to offer those services at the time of the owner's request. The agreement will detail requirements for off -site and on -site facilities, points of connection, connection charges, capacity reservation and all other terms and conditions necessary for service in accordance with the Department's Rules and Regulations. If we can be of further assistance in this matter, please contact us. Very truly yours, Clementine Hood New Business Administrative Officer CH/ch 99- 467 24 1 Vlr i G�] • `.;a be � 5bF'!•1 P.1 &tZMEMORANDUM 107.07.17A 1 0: Rafael Ballesteros, P.E. Head Plans Review Engineer FROM: Howard Fallon, P.E.. Head Facilities Section Z 'w DATE: October 20, 1998 SUBJECT- Pump Station 8-Evaluation of Gravity Sewers We have completed the referenced evaluation. The resulting recommend upgrades are shown on the attached sketch and consist of the following gravity lines (nos, below correspond to line segment nos indicated in the diamonds on the sketch): 1. Paralleling of the existing 18-inch influent line to the station on Brickell Ave. from S.E. 12th to the station with a 30-inch. 2. Replacement of an existing 10-inch line on S.E. 12th Street from Brickell Ave, to S. Bayshore Drive with a 24-inch. The new line will operate in parallel with an existing 18-inch along the same route which will remain in service. 3. Paralleling of the 18-inch line on Bayshore Drive from S,W. 12th St. to S.E. 14th St. with a 20-inch. The existing 18-inch line will remain in service. 4. Replacement of an existing 10-inch line on S.E, 14th St, from Bayshore Drive approximately 400 feet to the west (to the connection point of an existing 10•inch line) with an 18-inch. The new line will operate in parallel with an existing 15- inch along the same route which will remain in service. 5. Replacement of a 10-inch line running in a north -south direction in an apparent easement from S.E 14th Terrace to S.E. 14th St with a 18-in. Please confirm the existence of this easement. 6. Installation of an 18-inch line along S.E. 14th Terrace to a apparent easement approximately 200 feet to the east of Brickell Ave. The 18-inch line will be continue south through this easement to a connection to the existing 18-inch line on S.E. 15th Road. 7. Replacement of an 18-inch pipe along S.E. 15th Road with a 24 inch between manhole 98 and the southern terminus of the line segment described in 6. above. Elevations shown are for the existing lines, New lines are to match these elevations with uniform slopes between the listed elevations. Connection to the existing lines should be made Please inform me as to any deviations from the design as presented since they could affect capacities. The dashed pipe segments shown on the sketch (Nos. 4, 6 and 7) are not needed for the 25 99- 467 MEMORANDUM October 20,1998 Page 2 millennium project. However, they are upgrades for the Pump Station S basin which should be made. Pipe sizing for developers includes capacities as shown the attached summary. Please call me if you have any questions. c. J. Chorlog, R. Herrera, R. Lovett, P. Jelonek 99- 467 26 N P.3 Line Size, in. Description Aim El.. ft SL Upstream El. fL MSL 1 30 Paralleliing of existing 18-inch influent line an Brickell Ave from t-) a S.E. 12th St. to Pump Station 8 - yy Replacement of existing 10-inch line in SSE. 12th St. from 2 24 FJdckell Ave. to Bayshore Orive. To parallel existing 18 in. line t-) 6.,56 (-) 5.87 which will remain In service 3 20 Paralleling of existing 18-inch line in Sayshore Drive from S.E. t.i 5 ;_ (-) 4.14 12th St. to S.E. 14th St. Exist, 18-in. to remain in service. Replacement of existing 10-inch line on S.E. 14th St. from 4" 18 Sayshore Dr, approx. 400 ft. to west. To parallel existing 15 in. E-} 4 •a (.) 3.0 line which will remain In service 6 1E Replacement of existing 10-inch line W 3. (-) 2.23 Installation of 1s-inch line in S.E 14th Terrace from line e" Is segment 5 through apparent easement approximately 200 feet (•) Z. 3 (-) 0.5g east of ®rickell Ave. 7• 24 Roplacement of existing 18-inch line in S.E. 15th Road from (. } ; _a (-) 0.34 manhole 88 to end of line segment a Not necessary for the Millenlum project. 27 99- 467 I -- --•-,i rii F.4 J Developer Capacity (GPD) 1 Hrickell One Corp. 4,100 Santa Maria 34,450 3 Fortune House Trailer 60 4 Morton's 9,863 9 Restaurant 2,100 6 Chicken Central 377 7 Medical office 200 8 Villa Brickell 3,200 9 Sl1Ckeit T®rraCO 6,200 10 Brickell Roads 2,550 11 Fortune House 60,000 12 Yatch TWO 60,200 13 Yateh Club 11 05,100 14 Millenium Tower 1148,04 15 Santa Maria Marina 760 16 JW Marriott 42,207 17 Ba shore Palms 1 89,555 1S Sayshore Palms 11 09,555 19 rc aya Tower 62169 0 Brickoll Say Pizza 160,000 21 Mandarin Hotel Not In P.S. 9 Service Area Brickell Ke Condoin P.S. a Service Area p44 B C ell on the River Nat in P.S. 8 Service Ar@a Brickell Point Not In P.S. S Service Area PUMP station ISO 99- 467 28 a. rr�rwi���te n cs % R CIVIL d LAND DEVELOPMENT TRAFFIC AND TRANSPORTATION EXHIBIT "E" SITE UTILITIES PLAN 29 99- 46 SYSTEMS, 11IC. - SOUTHEAST 6954 N.W. 12 STREET, MIAMI, FLORIDA 33126 305-477-9149 •800-287-4799 • FAX 305-477-7526 condition FC 017 II I PROPOSED 20' SANITARY SEWR dq 011Gt! 471IR. t,K —Ill DIP w _ ^2T gram ! Ct sT iPl Olt a- KMiA � CI W ICr FPL OUOr! �I l2' CI f 1 \ I ( I PPOPD'L. 20• SANITAPY SEWER PROPOSED 24• SANITARY SEVER II I' III c=�7 II( I I IIII I I 'II � III � ► i � { + I { I I I III I I IIII CQ I I w{ II ►I , i i m III I1 III! w11-- II� g I { PROPOSED DRAINAGE NELL BIII I,�r-� 'IIII, cal I IIIII. 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I III; II I z J o I IIII <�YLL Il!I... I II' II II II 0cnL'- m< �I I I II _'_ PROPOSED DRAINAGE HELL 411II:I.' ..::..iII�az� } In I.. ....... ........ ` w II ESP:I:R1-.70..SANTO. PLAZA..... IIII II I� _ _ _ — _ _ I J w bo p a no datel revlalan/issue III- I In 'IIII ::.::.::::::::: If .. I I II I PROPOSED is' SANITARY SEWER 1 t II II deeldnNe R. VARGAS I I i................................ .. t ,III 9 drawn N. SERRATE ly ...:.. ..... .... ... .. I I I I II I l� o — _ _ _ _ _ = a. [necked R. YARGA9 u I approved R. VARGAS 1y I II prof no 98030-01 I I� .... .... .. .. . .. . . ... .. . scale 1' - 40• date NOV 0-1 1998 11 eatl ref 9803°-D/ �JII-=c PROPOSED UIUINADE WELL —rV WATERAIN — — -- — -- — .— — drawing — — — — — — — — — BR I CKELL AVENUE _ '0" 20' °" 4D Sdele: 1' 40' 1 0 f - PRELIMINARY SITE UTILITIES PLAN 30 99— 467 TAB 4 I ESPIRITO SANTO PLAZA ECONOMIC AND TAX IMPACT STUDY SUBMITTED TO: CITY OF MIAMI PREPARED BY: SHARPTON, BRUNSON & COMPANY, P.A. One Southeast Third Ave. Suite 2100 Miami, Florida 33131 (305) 374-1574 April 7, 1999 99- 467 TABLE OF CONTENTS PAGE EXECUTIVE SUMMARY 1-3 INTRODUCTION, OBJECTIVES AND DEFINITIONS Introduction 4 Objectives 5 Definitions of Economic and Tax Impact 5 Direct and Indirect Effects g Measures of Economic Impact 7 Description of Results g THE PROJECT OVERVIEW g DISCUSSION OF THE RESULTS OF THE ANALYSIS Impact Indicators 10 Results of Indicators 10 Impact of Construction 11 Impact of Ongoing Operations 11 Impact on Local Tax Revenues 11 DISCUSSION OF THE RESULTS BY ECONOMIC INDICATOR Employment 12 Wages 13 Output 14 Local Taxes 15 OTHER CONSIDERATIONS Public Sector Cost 17 Impact Fees 17 SUMMARY AND CONCLUSIONS 18 EXHIBITS 19 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 VI I: Impact and Other Fees 99 - 467 ESPIRITO SANTO PLAZA EXECUTIVE SUMMARY 99- 467 I SUMMARY OF ECONOMIC IMPACT BENEFITS Espirito Santo Plaza (the Project) will bring significant economic benefits to Greater Miami. This section summarizes the impact of the Project on employment, public sector revenues and other economic benefits as a result of the development. Employment Employment considerations include the direct employment resulting from the Project and employment created in the surrounding community through new residents' and office workers' spending. Average developmental construction phase employment will be approximately 336 employees and 32 people are expected to be employed by building management for on -going maintenance and operations of the office and condominiums. Although businesses leasing space in the building will employ significant numbers of people, it is not possible to determine whether these employees will represent net new jobs or are displacements from other parts of the city. Therefore, in the interest of conservatism, these employees are not included in this analysis. Tax Revenue The estimate of public sector revenues associated with the development includes taxes and other revenues generated directly by the Project. Although public sector costs are important elements in measuring fiscal impact, these benefits have not been quantified in this document. This analysis only measures the benefits derived from the development. Annual tax revenues expected to be created are $4,089,348. Output The estimate of total economic impact is measured by total output. This analysis measures the economic impact of developmental costs and ongoing, 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 developmental and operational phases of the Project will approximate the following: Developmental $198,694,290 Operational $ 3,570,480 m ESPIRITO SANTO PLAZA - Economic Impact Study A§11 , 1999 Sharpton, Brunson & Company, P.A. a Page 1467 SUMMARY OF ECONOMIC IMPACT BENEFITS Significant Community Benefits: • Jobs • Wages • Taxes • Economic Activity Residents' & Office Workers' Spending Impacting to Local Businesses: • Restaurant/Food • Recreation/Entertainment • Transportation • Retail ESPIRITO SANTO PLAZA- Economic Impact Study April 7, 1999 Sharpton, Brunson & Company, P.A. Paled a e 99--b�"1 SUMMARY OF ECONOMIC IMPACT BENEFITS The following table and chart summarizes the economic impact of the ESPIRITO SANTO PLAZA development: Construction Period impamt Annual Ramring Economic Activity Stimulated: Output $198,694,290 $3,570,480 Wages 31,100,000 1,600,000 Taxes 4,089,348 Total $229,794,290 $9,259,828 Jobs created 336 32 Economic Activity 150000000 100000000 N = 50000000 C9 Construction Period Annual Recurring Output ® Wages ® Taxes ESPIRITO SANTO PLAZA - Economic Impact Study Sharpton, Brunson & Company, P.A. April 7, 1999 Page 3 99- 467 ESPIRITO SANTO PLAZA INTRODUCTION, OBJECTIVES AND DEFINITIONS 99- 467 INTRODUCTION, OBJECTIVES AND DEFINITIONS Introduction This document represents an in-depth economic and tax benefits analysis of the developmental and operational phases of banking and retail facilities, luxury residential units and an office component located on the east side of Brickell Avenue between 13th and 14th Streets in the City of Miami, Florida (the Project). The development consists of a parcel with a net lot area of 101,568 square feet. The gross lot area is 138,500 square feet. The Project is a unique tower that contains banking and retail functions in the first 5 levels. Levels 6 through 23 house the office development of 384,869 square feet. The 144 residential units containing 117,000 square feet of living area are from level 25 to level 35. The Project includes a 12 level parking structure with 1,028 parking'spaces supporting the entire development. The roof (13th floor) of the parking structure serves as the recreation deck, with a health club, tennis courts and a swimming pool. The Project will be within walking distance of sidewalk cafes, charming restaurants and exquisite shops located in the heart of the Brickell area. Few places in this country are as fascinating as Miami. The sunshine. The beach. The culture. The lifestyle that is always exciting, forever changing, and never what you would expect. This project will contribute significantly to the ambiance and vitality of the area. This analysis encompasses the entire Project and estimates the economic and tax benefits for both its developmental and operational phases. ESPIRITO SANTO PLAZA- Economic Impact Study April 7, 1999 Sharpton, Brunson & Company, P.A. Page 4 9 467 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 the city of Miami (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. r ESPIRITO SANTO PLAZA - Economic Impact Study J pail 7, Sharpton, Brunson & Company, P.A, e 5 467 INTRODUCTION, OBJECTIVES AND DEFINITIONS Direct and Indirect Effects The total economic impact of public and private projects and policies on a region does not end with the impact from the initial construction expenditures; the continued benefits to the local economy must also be considered. Income to firms furnishing 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. ESPIRITO SANTO PLAZA - Economic Impact Study April 7, 1999 Sharpton, Brunson & Company, P.A. 9 9- 467 Page 6 E INTRODUCTION, OBJECTIVES AND DEFINITIONS The "ripple" of the indirect effect multiplies the original impact of the purchase. The common measure of the magnitude of the "ripple" effect is called a multiplier. A multiplier measures the total magnitude of the impact on each particular economic indicator as a multiple of the initial, direct effect. For instance, a multiplier of "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 increases in local employment, wages, tax revenue and output that result. Definitions of these measures are as follows: Employment is measured in full -time -equivalent jobs. • Wages include wages, salaries, and proprietors income only. They may include non -wage compensation, such as pensions, insurance, and other fringe benefits. Wages are assumed to be expended by households in the area at which the wage-earner works. • Local taxes include additional revenues from both ad valorem and non ad valorem assessments. 9 9 - 467 ESPIRITO SANTO PLAZA - Economic Impact Study April 7, 1999 Sharpton, Brunson & Company, P.A. Page.7 INTRODUCTION, OBJECTIVES AND DEFINITIONS Measures of Economic Impact (Continued) • Direct Expendjtures include those sums expended for land acquisition, site preparation and all hard and soft costs associated with a project. • Indirect Expenditures are those sums expended within the local economy as a result of the "ripple" effect -described earlier. • Output describes total economic activity, and is essentially equivalent to the sum of direct and indirect expenditures (exclusive of wages and taxes). Description of Results For the purpose of describing the total economic benefits of the Project, the related expenditures have been broken into two categories: (1) Developmental (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 Project. Expenditures by businesses leasing spaces in the Project are not included in this analysis in the interest of conservatism. 99- 467 ESPIRITO SANTO PLAZA - Economic Impact Study April 7, 1999 Sharpton, Brunson & Company, P.A. Page.8 ESPIRITO SANTO PLAZA THE PROJECT OVERVIEW 99- 467 PROJECT OVERVIEW The Project The Project includes 384,869 square feet of, office space, 144 luxury residential units, 7,592 square feet of retail space, 10,898 square feet of banking facilities and a 15,353 square foot restaurant. It is located on Brickell Avenue between 13th and 14th Streets in the City of Miami. Construction is expected to commence during the first quarter of 2000. The construction period is expected to be approximately 22 months. ESPIRITO SANTO PLAZA - Economic Impact Study April 7, 1999 Sharpton, Brunson & Company, P.A. Page 9 99- 467 ESPIRITO SANTO PLAZA DISCUSSION OF THE RESULTS BY ECONOMIC INDICATOR 99- 467 DISCUSSION OF THE RESULTS BY ECONOMIC INDICATOR Impact Indicators We measured the Projects impact on four commonly -used indicators of economic activity. Those indicators are: • Jobs • Wages • Total output • Local taxes Results of Indicators 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 336 $31,100,000 $106,975,142 91,719,148 $138,075,142 91,719,148 Total Development Impact 336 1 $31,100,000 1 $198,694,290 $229,794,290 Operational Annual Direct Indirect 32 $1,600,000 $1,900,000 1,670,480 $4,089,348 $7,589,348 1,670,480 Total Operational Impact 32 1 $1,600,000 $3,570,480 1 $4,089,348 $9,259,828 99- 467 ESPIRITO SANTO PLAZA - Economic Impact Study April 7, 1999 Sharpton, Brunson & Company, P.A. Page 10 4:• DISCUSSION OF THE RESULTS BY ECONOMIC INDICATOR Results of Indicators (contd.) The economic indicator most commonly measured, and publicly reported on to gauge the economic impact of a public project is output. The impact of a project on the indicator output is often referred to as the project's economic impact. Impact of Construction: The site preparation and construction expenditures, including soft costs and impact fees are estimated at $120 million. Such activity will create approximately 336 new full time equivalent jobs and employ a maximum of 500 workers 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 $212 million dollars, excluding marketing and financing costs. Impact of Ongoing Operations As a result of the on -going operation and maintenance of the Project, Greater Miami will gain approximately 32 new, permanent, full-time equivalent jobs. The workers who obtain these positions will earn approximately $1.6 million annually. The total expenditures for the Project's operations will provide a new, permanent impact of $5 million annually to the City's economy. This impact consists of the effects of the direct expenditures from the maintenance, security and day-to-day operation of the Project and the multiplied effects of such spending thus creating indirect benefits. Impact on Local Tax Revenues As a result of the construction and operation of the Project, various state, county, and city governments and agencies would gain an estimated annual tax benefit of $4 million. The specific entities receiving these tax revenues are shown on page 16. 99- 46"7 ESPIRITO SANTO PLAZA - Economic Impact Study April 7, 1999 Sharpton, Brunson & Company, P.A. Page 11 I 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 developmental and operational. 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 Project. It is one of the most accessible and direct benefits for the City's residents and is a primary means by which developmental, operational and maintenance expenditures generate indirect economic benefits. A portion of this employment occurs on -site 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 residents in area businesses. Additional on -site employment is a result of the on -going management of the Project. As can be seen in Exhibit I, total short term (developmental) employment will average 336 employees over a 22 month period and the total on -going employment will average 32. The total on -going positions can be summarized as follows: • Management • Security/Police • Parking • Maintenance and Clean -Up • Facilities 99- 467 ESPIRITO SANTO PLAZA - Economic Impact Study April 7, 1999 Sharpton, Brunson & Company, P.A. Page 12 DISCUSSION OF RESULTS BY ECONOMIC INDICATOR From statistical data obtained from the Tourism Department, residents spending in the City of Miami is classified into various expenditure categories. These include; • Eating/Drinking Grocery • Auto Rental Other Transportation • Service Station Recreation • Retail Although it is known that these expenditures will be made, in the interest of conservatism, we did not include same in this report. We took this approach because we believe it would be difficult to assert that a majority of the patrons of this Project will come from out of town rather.than other parts of the City or county. Wages The analysis deemed wages are a direct by-product of employment. As discussed in the above section, both on -site and off -site jobs are created. There were both temporary and permanent in nature. To compute the wages associated with the new employment we started with budgeted data directly related to the developmental and operational phases of the Project. Employment created, such as construction related employment, was obtained directly from construction estimates. These numbers were tested for reasonableness. 99- 46'7 ESPIRITO SANTO PLAZA - Economic Impact Study April 7, 1999 Sharpton, Brunson & Company, P.A. Page 13 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. • Development costs expended in the City (100%) • Annual operational expenditures of management company and the hotel • New spending in Greater Miami by new residents, hotel guests and employees Exhibit II shows a summary of the development costs expended in Greater Miami and of operational expenditures made in relation to the on -going maintenance of the Project and operation of the hotel. 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 1.8792 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 $87.92 will be respent or reinvested in Greater Miami. This multiplier was obtained from the Dade County Planning Department. Direct output from the developmental phase of the Project is primarily a result of developer costs. These costs include land acquisition, site preparation and soft and hard costs relating to the Project's construction. To determine the total direct output we determined what development costs were expected to be or had been spent in Greater Miami. Total direct output exclusive of wages during the development phase is $106.9 million. Total indirect output created by the direct respending in Greater Miami is $91.7 million. Thus total Greater Miami Output from the development of the Project is $198.6 million. 99- 467 ESPIRITO SANTO PLAZA - Economic Impact Study April 7, 1999 Snarpton, Brunson & Company, P.A. Page 14 DISCUSSION OF RESULTS BY ECONOMIC INDICATOR The final component of output results from the direct operating expenditures of the Project, and the indirect benefits created as a result of the multiplier effect on direct output. The Developer provided us with an annual operating budget for the Project. An overall assumption was made that all expenditures would be spent initially in the City. The total operating expenditures incorporate all estimated expenses of the ongoing operation of the Project excluding 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 1.8792 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 $1.9 million. Total indirect output created from operating expenditures is $1.7 million. Total output created from ongoing operations is approximately $3.6 million. Local Taxes A key and significant benefit generated from the development and operation of the Project is taxes. Several types of tax revenue will be generated from this project including ad valorem taxes. Specific ad valorem taxes include real and personal property taxes. Other taxes include occupational taxes, resort taxes and community development taxes. 99- 467 ESPIRITO SANTO PLAZA- Economic Impact Study April 7, 1999 Sharpton, Brunson & Company, P.A. Page 15 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 developmental phase based on the cost of the development of the Project. This assessment base is very conservative since tax on real property typically is assessed on appraised values and not actual cost. The basis for ongoing taxes is also overall cost. The millage rate was obtained from the County Tax Collectors office relative to the Project's location. Exhibit V shows the tax computation. The real property taxes expected to be generated annually are approximately $4 million. Total ad valorem taxes assessed by Dade County are allocated based on millage rates to certain governmental entities. Listed below is the allocation of projected tax revenue. Annual Revenues City Operating $1,345,711 City Miscellaneous 67,286 Schools 1,235,632 County Operating 810,522 Debt Service - City 240,882 Debt Service - County 112,636 South Florida Water 80,339 Library Operating 44,947 School Debt Service 131,611 Florida Inland Navigation 6,325 Environmental Projects 13,457 Total $4,089,348 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. 99- 467 ESPIRITO SANTO PLAZA - Economic Impact Study April 7, 1999 Sharpton, Brunson & Company, P.A. Page 16 ESPIRITO SANTO PLAZA OTHER CONSIDERATIONS OTHER CONSIDERATIONS Public Sector Costs When a community embarkes upon 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 (infrastructure) 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 costs 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. A summary of the fees are listed below: • City of Miami Developmental Impact Fee • Administrative Fee • City of Miami Developmental Admin Fee 0 Building Permit Fee • Dade County Impact Fee 0 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 $1.3 million and other fees total approximately $.9 million. These fees are shown in detail in Exhibit VII. ESPIRITO SANTO PLAZA - Economic Impact Study April 7, 1999 Sharpton, Brunson & Company, P.A. page 17 99- 467 ESPIRITO SANTO PLAZA SUMMARY AND CONCLUSIONS 99- 467 SUMMARY AND CONCLUSIONS Based upon the preceding in-depth analysis of the Espirito Santo Plaza 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 Total development phase employment will be approximately 336 and on -going annual employment resulting from the maintenance of the Project will be approximately 32. 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 annually are $4 million. 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 $198,694,290 Annual $ 3,570,480 99- 46'7 ESPIRITO SANTO PLAZA- Economic Impact Study April 7, 1999 Sharpton, Brunson & Company, P.A. _ -' 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 ESPIRITO SANTO PLAZA - Economic Impact Study April 7, 1999 Sharpton, Brunson & Company, P.A. qff-19 467 67 ESPIRITO SANTO PLAZA ECONOMIC BENEFITS STUDY SUMMARY OF ECONOMIC IMPACT OUTPUT WAGES EMPLOYMENT TAXES IRE Tr DEVELOPMENTAL" $106,975,142 $31,100,000 Y Y C 336 OPERATIUNAL 1,900,000 1,600,000 32 $4,089,348 �TOTAL"1DIRECT' ; r $108,875,142 $32,700,000 368 $4,089,348 k. J- DEVEWPMEWL4� $91,719,148 OPEM,{;IONFL,A, Fu 5. 1,670 480 TOTAL=INDIRECT $93,389,628 T.OTALf:BENEFITS $202,264,771 $32,700,000 368 $4,089,348 ESPIRITO SANTO PLAZA ECONOMIC BENEFITS STUDY SUMMARY OF DIRECT ECONOMIC BENEFITS TAXES PHASE # OF EMPLOYEES WAGES DIRECT COST AD VALORUM EVELOPMENT PHASE LAND $15,000,000 PROJECT COST 324 $30,500,000 89,321,142 MARKETING 12 600,000 2,654,000 UB-TOTAL 336 $31,100,000 $106,975,142 PERATIONS PHASE 32 1,600,000 1,900,000 4,089,348. '?TAL DIRECT BENEFITS 368 $32,700,000 $108,876,142 $4,089,348 ESPIRITO SANTO PLAZA ECONOMIC BENEFITS STUDY COMPUTATION OF INDIRECT BENEFITS DESCRIPTION EVELOPMENT PHASE LAND SOFT COST HARD COST TOTAL DEVELOPMENT PHASE 1PERATIONAL PHASE TOTAL INDIRECT BENEFITS TOTAL APPLICABLE COMPUTED INDIRECT EXPENDITURE MULTIPLIER BENEFIT $15,000,000 0.8792 $13,188,000 9,906,000 0.8792 8,709,355 79,415,142 0.8792 69,821,793 $104,321,142 0.8792 $91,719,148 $1,900,000 0.8792 $1,670,480 $93,389,628 ESPIRITO SANTO PLAZA ECONOMIC BENEFITS STUDY PROJECT DEVELOPMENT COST TYPE OF COST HARD COSTS: % SPENT IN DADE EXHIBIT IV AMOUNT BASE BUILDING / PARKING 100% $102,660,000 LAND 100% 15,000,000 LANDSCAPING COSTS 100% 275,000 IMPACT FEES 100% 1,323,071 PERMIT FEES 100% 907,071 COST OF MODELS 100% 250,000 (CONTINGENCIES 100% 4,500,000 TOTAL HARD COSTS 100% $124,915,142 BUDGETED SOFT COSTS 100% 9,906,000 PROJECT COST BEFORE $134,821,142 MARKETING COSTS 100% MARKETING COSTS 100% $3,254,000 TOTAL PROJECT COST 100% $138,015,142 99-- 467 EXHIBIT V ESPIRITO SANTO PLAZA ECONOMIC BENEFITS STUDY COMPUTATION OF AD VALOREM TAXES DESCRIPTION Ongoing REAL PROPERTY DEVELOPED PROJECT VALUE MILLAGE TAX RATE COMPUTED R/E TAX LAND $119,571,142 30.3880 $3,633,528 $15,000,000 30.3880 VALUE MILLAGE TAX RATE COMPUTED R/E TAX TOTAL PER YEAR $455,820 $4,089,348 EXHIBIT VI ESPIRITO SANTO PLAZA ECONOMIC BENEFITS STUDY ALLOCATION OF ADVALOREM TAXES APPLICABLE ANNUAL TAXES DESCRIPTION MILLAGE BASIS TAX City of Miami Operating 10.0000 $134,571,142 $1,345,711 City of Miami Miscellaneous 0.5000 $134,571,142 67,286 School Operating 9.1820 $134,571,142 1,235,632 Dade County Operating 6.0230 $134,571,142 810,522 City of Miami Debt 1.7900 $134,571,142 240,882 Dade County Debt 0.8370 $134,571,142 112,636 South Florida Water Mgt. Dist. 0.5970 $134,571,142 80,339 Library Operating 0.3340 $134,571,142 44,947 School Debt 0.9780 $134,571,142 131,611 Florida Inland Navigation Dist. 0.0470 $134,571,142 6,325 Environmental Projects 0.1000 $134,571,142 13,457 TOTAL 30.3880 $134,571,142 $4,089,348 99- 467 ESPIRITO SANTO PLAZA EXHIBIT VII ECONOMIC BENEFITS STUDY IMPACT AND OTHER FEES IMPACT AND OTHER FEES . Development Square Footages: Isquare Footage 1) Total gross building area (with parking) 1,269,078 2) Maximum development area (FAR) 582,655 3) Office FAR 384,869 4) Condo FAR 147,358 5) Retail/Bank FAR 33,843 6) Recreational (Health Club) 9,785 6) Lobby area 6,800 7) Gross parking area 500,852 , Impact Fees: I Amount 1) City of Miami Development Impact Fee (Ord. 10426) $708,159 2) City of Miami Development Impact Admin. Fee 21,245 3) Downtown Development Supplemental Fee (Ord. 10461) 398,133 4) Dade County School Impact Fee 195,534 Total of all Impact Fees $1,323,071 C. Non -Impact Fees: 1) Miami Dade W.A.S.A. "connection fees" $482,164 2) Building Permit Fee 216,701 3) Installation Energy Fee 4) Major Use Special Permit Application Fee 5) Dade County Code Compliance 6) Radon Gas Fee 7) Fire Plan Review Fee 8) Ground Cover Fee 9) Land Use/Zoning 10) Zoning Review for Building Permit Fee 11) Certificate of Occupancy Fee 12) Application Fee 108,351 30,000 51,330 5,418 10,468 1,279 1,016 60 250 35 Total of all Non -Impact Fees $907,071 Total of all Fees for Project $2,230,141 Source: City of Miami Planning, Building and Zoning Department, October 26, 1998. 99- 467 -1 A13 5 r- C.0 W!!!r a MAP of BOUNDARY SURVi /N1H MKM AKW ALXXMMMM AUK NLANIP Awl 1' unMc Naanaaifer of usy I►Aru-m) --- --- ----------- - -NI -- -- euznr — ---- ,,.44- _- I A..itX' r�brr I 1 fr �r a VACANT LOT sa.00' --.�r rlrAcr •�• I /ZW Na I?Aw-M44095.4 lu " r� VAC t.1 I ( r a I nw I 1 tv" so" &W 0,R0O4 L l 8 MCJIII[ lE Nw v Ott i I N AfaC MXN&Onww a1 uw Ic Rwaa>µNns Kvra tJ I 1 M y msit 'd iC 1 � tl . 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MUMI FL M175 rFLWH0H6(905)227-6W7 PAX(M)227-71I2 -'AB 6 1:, M Espirto Santa Plaza MUSP Submission April 7,1999 Drawing List Drawing No. Drawing Title Scale Date ARCHITECTURAL DRAWINGS Cover Sheet PD-1 Project Data Sheet -Drawing List PD-2 Project Data Sheet- Area Calculations A-100 Context Plan 1" = 50'-0" A-101 Ground Floor Plan 1/16"=1'-0" A-102 First Floor Plan 1/16"=1'-0" A-103 Office Tower Plans: Second Floor Parking Garage Level 2 A-104 Office Tower Plans: 1/16"=1'-0" Third Floor Plan, Parking Garage Levels 4 & 5 A-105 Office Tower Plans: 1/16"=1'-0" Fourth Floor Plan, Parking Garage Plan Level 6 A-106 Office Tower Plans: 1/16"=1'-0" Fifth Floor Plan, Parking Garage Level 7 A-107 Office Tower Plans: 1/16"=1'-0" Sixth Floor Plan, Parking Garage level 8 A-106 Office Tower Plans: 1/16"=1'-0" 7th-i 5th Floor 16" Floor A-109 Office Tower Plans: 1/16"=1'-0" 17th Floor 4h-23'd Floors A-110 Office Tower Plans: 1/16"=1'-0" Mechanical Level 2e Floor, Mechanical Mezzanine A-111 Office Tower Plans: 1/16"=1'-0" Residential Levels Atrium Level 25th Floor, 26th Floor A-112 Office Tower Plans: 1/16"=1'-0" Residential Levels 27th Floor, 28th Floor, A-113 Office Tower Plans: 1/16"=1'-0" Residential Levels 29th — 33 d Floor, 34th Floor A-114 Office Tower Plans: 1/16"=1'-0" Residential Levels Residential Penthouse 35th Floor 11 [1 A 17 IWI i Drawing No. Drawing Title Scale Date A-115 Parking Garage Plans: 1/16"=14" Level 3 Levels 9-10 A-116 Parking Garage Plans: 1/16"=1'-0" Level 11, Level 12 A-117 Parking Garage Plans: 1/16"=1'-0" Health Club Level, Roof Plan A-118 Project Roof Plan 1/16"=1'-0" ELEVATIONS AND SECTIONS A-201 West Tower 1 "= 20'-0" Elevations A-202 East Tower 1 "= 20'-0" Elevations A-203 South Elevation 1 "= 20'-0" A-204 North Elevation 1 "= 20'-0" A-205 Parking Garage Elevations 1"= 20'-0" A-206 Buiding Section A -A 1"= 20'-0" A-207 Parking Garage Sections 1"= 20'-0" FLOOR AREA CALCULATIONS FAR-101 Ground Floor Plan 1/16"=V-0" FAR-102 First Floor Plan FAR-103 Office Tower Plans: Second Floor, Parking Garage Level 2 Floor Calculations FAR-104 Office Tower Plans: Third Floor Plan, Parking Garage Levels 4 & 5 Floor Calculations FAR-105 Office Tower Plans: Fourth Floor Plan, Parking Garage Plan Level 6 Floor Calculations FAR-106 Office Tower Plans: 1/16"=V-0" Fifth Floor Plan, Parking Garage Level 7 Floor Calculations FAR-107 Office Tower Plans: 1/16"=1'-0" Sixth Floor Plan, Parking Garage level 8 Floor Calculations FAR-108 Office Tower Plans: 1/16"=1'-0' 7t"-15 h Floors 16t" Floor Floor Calculations FAR-109 Office Tower Plans: 1/16"=1'-0" 17t" Floor 18t"-23"d Floors Floor Calculations ESPIRTO SANTO BANK KPF Project No. 1228-02 99- 467 Drawing No. Drawing Title Scale Date FAR-110 Office Tower Plans: 1/16"=V-0' Mechanical Level 24th Floor, Mechanical Mezzanine Floor Calculations FAR-111 Office Tower Plans: 1/16"=1'-0" Residential Levels Atrium Level 25th Floor, 26th Floor Floor Calculations FAR-112 Office Tower Plans: Residential Levels 27th Floor, 28th Floor, Floor Calculations FAR-113 Office Tower Plans: 1/16"=V-0" Residential Levels 29th — 33"d Floor, 34th Floor Floor Calculations FAR-114 Office Tower Plans: Residential Levels Residential Penthouse 35th Floor Floor Calculations FAR-115 Parking Garage Plans: 1/16"=V-0" Level 3 Levels 9-10 Floor Calculations FAR-116 Parking Garage Plans: Level 11, Level 12 Floor Calculations FAR-117 Parking Garage Plans: 1/16"=V-0" Health Club Level, Roof Plan Floor Calculations ELEVATIONS AND SECTIONS L-100 Existing Conditions (Survey) 1 "=30'-0" L-101 Existing Landscaping 1/16"=1'-0" L-102 Ground Floor Landscape Plan 1/16"=V-0" L-103 First Floor Landscape Plan 1/16"=1'-0" L-104 Health Club Level Landscape Plan 1/16"=1'-0" L-105 Office Terrace Landscape Plan 1/16"=1'-0" LL-100 Ground Floor Lighting Plan 1/16"=1'-0" LL-101 Health Club Level Lighting Plan 1/8"=V-0" LP-100 Health Club Level Paving Plan 1/8"=1'-0" LP-101 Office Terrace Paving Plan 1/16"=1'-0" ESPIRTO SANTO BANK KPF Project No. 1228-02 99- 467 LASON Systems, Inc. S.E. 6954 N.W. 12 STREET, MIAMI, FLORIDA 33126 305-477-9149.800-287-4799 • FAX 305-477-7526 THE FOLLOWING IS AN IT WILL TAKE MULTIPLE IMAGES 5 Espirito Santo 1395 Brickell Avenue, Miami Florit Estoril Inc. Owner, Development Manag 1395 Brickell Avenue, 9th Floor, Miami, Florida 33131 305.371.3500 31 Kohn Pedersen Fox Associates Architects 111 West 57th Street, New York, New York 10019 212.977.6500 212. Architectural Alliance Landscape Architects 800 East Broward Boulevard, Suite 608, Fort Lauderdale, Florida 33301 954.764. LERA R.L.L.P. Structural Engineers 211 East 46th Street, New York, New York 10017 212,750.9000 212.5 Flack + Kurtz Mechanical Engineers 475 Fifth Avenue, New York, New York 10017 212.532.9600 212.68 April 7, 1999 Major Use Special Perri s Plaza is 33131 t yr v K381.6347 Fax PC 956.2526 Fax - 8858 954.764.0731 Fax i '50.9002 Fax 9.7489 Fax 's i LASON Systems, Inc. S.I, 6954 N.W. 12 STREET, MIAMI, FLORIDA 33126 305-477-9149.900-297-4799 - FAX 305-477-7526 THE FOLLOWING IS AN IT WIL.L. TAKE MULTIPLE IMAGES i I r a j C 1 i APr-HITFr'T1i2A1 DPAWIKIGS PC7� Project Data Sheet -Drawing List PD-2 Project Data Sheet-Areo Calculations A-01 0 Context Pion 1' =50'-0" A-1 01 Ground Floor P fan 1/1 6'=4 -0' A402 First Floor Plan 1/16'4'-0' A4 03 Office Tower Pions: I 6'4 1-0' Second Floor Parking Garoge Level A-4 04 Office Tower Plans: 1l 6'4 -0' Third Floor Plan, Parking Garage Levels 4 & 5 A-4 05 Office Tower Plans: 1/1 6'd 1-0' Fourth F loor P Ian, Parking Garage Pion Level Aa 06 Office Tower P Ions: 1/16'd -0' Fifth Floor Pion, Parking Garage Level 7 A4 07 Chfice Tower Plans: 1/1 6'a -0' 5 ixth Floor P Ion, Parking Garage level 8 A-4 08 Ofice.Tower Pions: KI 1A 6'�'0* 5" F loor 1 6''Floor A4 09 Uf"ce owe Pions: 1/1 6'4 -0' 1 8'"-23'FF lours A410 Office Tower Plans:. 1/I6'd'-0* Mechanical Level 24'" Floor, Mechanical Mezzanine A411 Office Tower Plans: 1/1 6'd •0' Residential Levels Atrium Level 25" Floor, 26'h Floor Aa 12 Office Tower Plans: 1/1 V=4 -0' Residential Levels 27'" Floor, 28"Floor, A413 Office Tower Pions: 1/16'd -0' Residential Levels 29' ' 33 F loor, 34'h Floor A-114 Office Tower Plans: 1/16'd -0' Residential Levels R es identiol P e nthous a 35'" Floor A415 Porking Gorage Pions: "3 1/16'�'-0* Level Levels 9a 0 A-116 PorkinggGoraaePIons: 1A6'=4`0* Level 11, Levell2 A41 7 Porkina Gorooe Plans: IA 6':4'-0' Heolth'Club Level, R oof P Ian A418 Project Roof Plan 1/16'4'0' ELEVATIONS AND SECTIONS A 201 West Tower 1'=20"0' Elevations i' A-202 East Tower 1'=20'0' ,. E levotions A21._20' 0' 03 South Elevation +.r't,• A 204 North Elevation 1 '=20" 0' i A-205 Parking Garage Elevations 1'=20"0' A--206 B uilding S ection A -A 1 '=20" 0' A-207 Parking Garoee Sections 1'=20"0° FLOOR AREA CALCULATIONS FAR •401 Ground Floor PIon 1/I6'�'G' FAR402 First Floor Plan 1/16`4'-0' 'N• €<< FARO 03 Office Tower Pions: 1JI Second Floor, ! ' Parkins Garooe Leve 12 Floor Colculonons $ i FARO 04 Office Tower Plans: 1/1 b'4'-0' Third Floor Pion, Parkingg Garage levels 4 & 5 Floor(alculonons FARO 05 Office Tower Plans: 1/i b' '0' Fourth Floor P Ion, Parking Garage Plan Level 6 Floor Calculations_E■e; FAR406 Office Tower PIons: 1/16'd'-0' F ifth Floor P tan, Parking9 Garage Level? Floor Ca lculotions FAR-107 Office Tower Plans: IA 6'd `-J' '•!f';'r �,r S ixth Floor P Ion, lam., �•_!: Parkingg Goroge level B e`• Floor Calculations FAR4 OB Office Tower Plans: 1A 6'd 5'" FloarS Fl=.� fit' oor F loor Calculations jj''����j 6■r FAR4 09 0'�;ce Tower Pions: IA 6' '-0° 1 7` Floor 18'"23' Floors F loor Calculations FAR410 Office Tower PIons: IA 6'=4'-0' Mechanical Level 24th Floor, Mechanical Mezzanine Floor Calculations FAR411 Office Tower Plans: IA 6'=1'-0' R esidential levels Atrium Level 25' Floor, 26'" Floor F loor Colculotions �DG�I 1/!6'd'-0'RISIDN( Din FAR412 Office Tower Plans: �.� •�z�Ya Residential Levels 27" Floor, 2Bth Floor, F loor Calculot ion s LANDSCAPE DRAWINGS — L-101 Ground Floor landscape Pion 1/1 6'=i ,Gl[ DUI L402 First Floor landscape Plan IA V4'-0' L-a 04 Office Terrace Landscape Pion 1/16'4 -0' PROJECT DATA L4.12.. Health Club Level Lori6-cape Pion 1/6141-0' DRAWING UST L413 Health Club Level Paving Plan 1/8•d =0' DIFVING NYYi,I _ P D-1 99- 467 LASON Systems, Inc. S.E. 6954 N.W. 12 STREET, MIAMI, FLORIDA 33126 305-477-9149 •800-287-4799 • FAX 305-477-7526 THE FOLLOWING IS AN IT WILL TAKE MULTIPLE IMAGES TYfIA�C PROJECT DAIA - Any+ Ilr'`-- OPEN SPACE �r te4alr a� �i S. L UTW SM-17 S. L 13TH SM ET S. L ina nRUT S. L u7H sntm GROUND FLOOR OPEN SPACE 31,764 Sq. FL TOTAL OPEN SPACE = 31,764 Sq. Ft. NUNN= I flty7flLlii/iiM am fill; IDIAWING IIVC$l!DWS VATI PROJECT DATA - PROJECT AREA CALCULATIONS PD-2 467 LASON Systems, Inc. S.E. 6954 N.W. 12 STREET, MIAMI, FLORIDA 33126 305-477-9149. 800-287-4799 • FAX 305-477-7526 THE FOLLOWING IS AN IT WILL TAKE MULTIPLE IMAGES w �J f � ��1 I I+ .14 I \.l � E I I --/ � 6P�SNOP� ��J(N ......... V � I L 1' II ^c 7�. • �� � I i BRICKELL AVENUE p'-7 A O K BRICKELL AVENUE F, * iC ;F " I �0111 jOLA*ITG Ilt.1 CONTE)(r PLAN A-100 99- 467 LASON Systems, Inc. S.E. 6954 N.W. 12 STREET, MIAMI, FLORIDA 33126 305-477-9149 •800-287-4799 • FAX 305-477-7526 THE FOLLOWING IS AN IT WILL TAKE MULTIPLE IMAGES fi mw 02 03 07 S. E. 13TK STREET : . . ........ -7' CD CD------------ —Z. Y 4 I I ( W I o: 1• ti•~� ��- � f 4 �• ., .0 i I! I�K`: i`IJ- r�ia' w-, , 1�'r-- :'� � -........... 5j L 1 L 7-, 1 T-F wImE L.Lj 1: - ---- --- I I' --- CG - 7; '7i Z<X-Mli ' I � �, !G I ( ^r l I ;S--fir/-<-._ _ i _�,� _ _ _ II ' I 1 I �• � I � :ram. -"' � �_ c� c . ............ ...... ------ t . . ........ --- --- CL S. E. 14TH STREET GROUND FLOOR PLAN /'TOWER PARKING COUNT: TOWER PARKING HANDICAP 11 os So 1^ 103 S. E. 13TH STRUTi 4 3A CE FoK T.,F 14 c� F Z-17 nit —,,I le Vq- ...................... ... ................ S. E. 14TH STREET 0 GROUND FLOOR IEVEI/PARKING GARAGE 2 PARKING COUNT: PARKING GARAGE STANDARD - 62 HANDICAP = 3 GROUND FLOOR PLkN A-1 01 99- 467 LASON Systems, Inc. S.I. 6954 N.W. 12 STREET, MIAMI, FLORIDA 33126 305-477-9149.80041-87-4799 • FAX 305-477-7526 THE FOLLOWING IS AN IT WILL TAKE MULTIPLE IMAGES C, C2) CD ... .... (3 50 07 E. 131 H, 5 1 KEETF— C. -IN Yv? ----------- . .................. --------- ----- ----- — C47s ... ........ D............. ....... r ........ ------------ ----- i i l I u{ iCF _, u J I, tI f III I i�l I I' I i:l ..I III �,\ ' JIL�I� �' �'• ....... lid��- .... - - ----------- - aL --- ------------ ............ om —7— )AL ... ................................................. .. ----------------- S. E. 14TH STREET 11001i PL" 4AL- S. E. 14TH STREET --------- PLAN: PARKING LEVEL 1 FIRST FLOOR MN 99- 467 LASON Systems, Inc. S.I. 6954 N.W. 12 STREET, MIAMI, FLORIDA 33126 305-477-9149 , 800-287-4799 ► FAX 305-477-7526 THE FOLLOWING IS AN IT WILL TAKE MULTIPLE IMAGES 91 01 0 (j) C4 CS) 07 S. E. 13TH, STREET ........... .............. 3*EYAn 3-'rBA= IM ca 5.1 Ilr -J� --- ----------------------------- ------------- LLJ kl ! 111-311111 jo/ Z1 LLJ --------- -- 7 -------- --- ----- ------ ......... .... -V ........ \ ........-I-------------------- L ---------------- i\ i ... ...... --------------- --------------- ------ I LLI i f 0! ---------- r ................. \ 6 .... . ...... ............. ......... .............. .... ....................................... S. E. 14TH STREET SECOND FLOOR PLAN �Ii�- ;I- E-> (D C9 so U.s 8 '05 '06 S.-E. 13TH :STREET CA ....... ...... ....... -oc ----------- o' I i I ! ry I � � �I I � I I Nrf WI��d _ 11_� 1t� I ; _o! h4l IL ------------ ---------- ............... -OH �so I L I L�o i g I =1.1 Wom; I ' 'nl I I+ i J ............ S. E. 14TH STREET PLAN: PARKING LEVEL 2 PARKING COUNT: LEVEL 2 STANDARD - 65 HANDICAP = 0 4 9 9 — 467 i - I I O 0 O �J 50 GII I S. E. STREET j .......... V.` (", I 8 G` ' I�II ' � I o� ar •e% E=--' a i J� I_ I :I I I I; ! 1 I I I I C i 1! 1 1 '"f .u� I yc•.,e• 1 II •:,'I � I 1 I i 1 Iram—'—. A L—�� ✓I CF J�L -J ' ' ^� i �_ _ : _._._._ i _ I � ' :' If .,._�._I i '._•— '� L ' `• I I I ' _._.�• 111� ' �� I! i41'' I �•Y^' _ y'�y Il l l i O•I I I I I I I I ! 1 ' I'�� � ��I .._I _...! _._-C^) � _._._•-} 1 it iooaf _I j I I I I I II ! L I I 1' �• I• I; � I � ,� I I I I I I' I fl 1 1 1 1 1 i I I I' i l l l o c , 1 i s, ............. ._ _. _.._.._ M�._.._. _......... ....................... _......... . _... -I i S. E.14TH STREET i Zo. 5 i I (T) THIRD FLOOR PLAN r d I (DG) c 1 I co S. u, IJII7 JI RCCI I — i -' 77 ' ( olrr.[ ••--•d+-•r - - - - - - _ .: Y.. K.•r.� n,.w.•o ! •, J _ ._r i "I It _1Ho �• /v � ,�..I .!`•. `Ili ,,"•/,f U %� I (i i �I I �- �•tY �- `-� ; . ��; I ,. . - i—� --� Y�---• E� • .I I I I ! ICI• � '•----- l I ' Ni 1E•-C' �i z�•_0• :�•..�_ �. _0' iJ I -]' it t!' ^� 7. •I JEJ ! ^I ::.rii - - ----- 1 S. E.14TH STREET S 1 ter' I 2 PLAN: PARKING LEVEL 4, PARKING LEVEL 5 (SIMILAR) r.ua• t I-0 i i*s C PARKING LEVELS 4 i PARKING LEVELS 5 PARKING COUNT: PARKING COUNT: STANDARD = 811 STANDARD 92 HANDICAP = 4 1 !Lv V 1 - pSr V1 e i i C ll. W1NL IIY 1310M{ CA'I - II T f CAl1.1 .:.'.--... �•: :..:.:. •..CAT! I •ur rA 1. nr �IWINO IIT{I ,"� THIRD FLOOR PLAN PARKING GARAGE 1EVEL5 4 6 5 L IAWING �MVYI{I'�� � ! i A-104 99- 467 I 1 2 3 lta ?� U IC S. E; 13THj—STREET Y r1. , % j�t•�r_ scre.a '• � I -i I f - - ' �� -�.-- I I I I, I �r-� - ; I I _ I 1 I I I III i n I 'ol fi I I I I III I !• I I I• I I i j i I y^ � `o �j h' I l i I I Fi ! !f I I .I I (� I• I I t ^� I I 4 I I i ji ii I"� �' ; l'� I ' I: I I III •.�•LS`' �'�rl I ! ]! , ! !i I ' L I I i fl i II F -Iry i (� Ii I I III v`"?` n�ni' I I c i f 'I i H I I' 11 III I ww I I II iLLJ 1 n j-' I 1 -.-I- - I -•-•- - i I III _.',I I I I I I Jr ______ III I' os Uµ i I� i i r i awl ! I I FI I I' _ wa 5+ 1 �___ y . • I I f • �! ; I �^ � 1 � Rom. t I' ' 1 I' I II_._A��. � t y V 1 1 ._.-'-'- -'- - _._.. III I D 1 1 I I 11 I ! III 1 III Ij i ! 'I �^'11 _-------(C I Lam' 11 I I I I l i I I II oa`� I I ( '• i y i• .%i, 1 .u•vr, 11 IV- uric it i I� I I 1 i!!! I_?iI-•L.oei I ! j j ! ' � i) i I "I I I' I I I' I�s�� -' 11 I I I! I I I! I •_I I I I! I I! /1 1 1 I! I !'II I! 1 1 1 1 !: 1 1 1 I 1 i 1! 1 1 1 I I 1 1 %`�:_� i �J i S. E,14TH STREET oo FOURTH FLOOR PLAN r_va' K) Loom om ------- SOT LAC - S. E. 14TH STREET PLAMPARKING LEVEL 6 PARKING COUNT LEVEL 6: HANDSTANDICAARP = 2D = 87 FOURTH FLOOR PLAN, PARKINGVEL GARAGE6 D A-105 - I 99- 467 ( —26 ....... Ic S. E. 13TH ;STREET-! ............... ....... A 61 7 oc - 16 It L; r . ........... CF t i ++ I w •�f : J I •'I LII I r -�� ( i wl ti T IL ---------- ... ... .. 7n .—OK I J .................. S. E. 14TH STREET GPLAN: PARKING LEVEL 7 )) . ---.I PARKING LEVEL 7 PARKING COUNT: STANDARD = 92 101AWING I I FIFTH FLOOR PLAN; PARKING GARAGE LEVEL 7 A-106 I 99- 467 -101 �o 12 103 s O 09 100 S. E. 13TM (STREET jr HL ­0A .................... —1 0c: --T -- -------- ------- —02 ri 0 ..... ..... I........ .. G ------------- ---- ------------ — — — -------------- LT OK ------------------------------- S. E. 14TH STREET PARKING GARAGE LEVEL 8 02 PARKING LEVEL 8 PARKING COUNT: STANDARD = 921 sciti DAT( A-107 99- 467 S. Ei 13TH; STREET_ - I - _ ._. .......... _.._.._ . ._.._.._.._.._.._.._ .... ..... .._.._.._ .._. _.._ set:• -I ........... T A--, �.------ - =- U F I ' -.-•-•-•_ 3 I I l i !' I C I II I I•o•._,c• I I' I I !o_,.�.•. l i I�= V i 4 ! 11 I I I ,�1 7 1 l i l' l i i• Z_LI I -- - - I!I I Illlir =1i t I I It7Fi; --L- - _ t '-! i I ice— .!-.iiU!F li, ! k! 1 I I I I 1 -- ' I � ( Ur r I I ! I• • � � "i I I ! I I -I -'I h i r1,nta �oqn li �,I ; I I I I_ �-� ! N, i QN4 ^�— I i I u• � I _ -c• » I I l; i I i� '�"*-Irl ! I I I I❑ _ -_ i t i'vl I j I I I r i d I I I! =t --- --- I 1 !:III' — 'i; ' !'��i-il i I�I���'! i ! ; -- - �.. ,!!Im�alIn!Ir"rer.,o-_.�jII Ii!I li ...� ! I i I I I i I I 1 i S. E.14TH STREET Zn u SIXTH FLOOR PLAN LASON Systems, Inc. S.I::. 6954 N.W. 12 STREET, MIAMI, FLORIDA 33126 305-477-9149 •800-28 7-4799 • FAX 305-477-7526 THE FOLLOWING IS AN IT WILL TAKE MULTIPLE IMAGES I | (D C2,., 03 10 S. E� 13TH, STREET set- -- --- ------------ --- --------- — . . ....... . ........................ p '( � I� � ' 1 1 vwa 6 1 1 I F 1 II 1 i I CD------- 0 ....... j �a ;7 .7 ZF Li II I I GG 1 I!p, c'm - ------ 16 �4141j1 l 1-1 ,ai t I I I 7L - OtUNI" ..... ....... -- ---------------- S. E. 14TH STREET OFFICE TOWER HIGH - RISE: ELEVATOR OVERLIN CZ'�I.11h.,FLOOR m I a ut -IT I EM OFFICE TOWER PLANS: 7th-15h FLOOR 16th FLOOR 9 9 - 467 , 0 _o 0 0 S. E[ 13THi STREET I �. ron.w sETe.a I . - - .................... ' • i! ^I � , �� I I i I' 1 i�R.m.�I il...lc• I' I I Ii'.•��L 1 CD —7——' I. 1 (^ � i i .'j i t ( I I I I I" Imo, i�'� �G + f f 1 i '�r_ e� • y j`CE - - I�—'- - - i'- - - - I I I iTl !Il ! I I I 1 •I I L:.I - i� ' I i I I I�I I l li! �� Kt f�r;7_I• I I I I I i >it {�G_I^! ( _ 1 I:I ' IIIIt� �J� I I l I I ^I 4 —F i !PI itI!{( I I I I • !! i N i p � i I �4� I I I l I! +I -iao� "�'•+«eih ! I I{ 1 I! I ! i `l i I H - 1� - �'� �- �%� I I' I I III .�f I I I •� lil ti l i l l l l I ICI I lll:jIt 7 i ! _I~ I i I •� i �. � �-1i 1 - -�-I-- - I I• fl{ I I i P l I I! I I! i l l l l l rr I ! I I• I �� �3j _1 I' I I I 1 11 1I11 l I I 1 1 1' I( 1-:- i i I R• I I i l I I I I I I I I 1 1 1 --� ,o .1 2I. iI 1 _ _ ....... nl I S. E.14TH STREET .0. U OFFICE TOWER : LOW—RISE ELEVATOR MACHINE ROOM 17th FLOOR 1 stuE..w•.rr 91 01. C.- 0 05 S. E. , 13TH STREET --------------------------- ........... .......... 75- ri i,; T-1 I rj,.Tok Low, DIE —3;q. et I j i t � It I I. l i l � „r i{ ' I I I ` .7 �7t-1 M - ---------- -- -------- 71 + 4! -------------------------------------- .......... ...................... --- -- - S. E. 14TH STREET d. OFFICE TOWER HIGH — RISE: �18th — 23nd FLOOR N I CAI.. 7 — LATI OFFICE th TOWFLOORER PLANS: 17 IM-23nd FLOOR A-109 99- 467 02 03 0 05 ol S. EI_13TH[ STREET MEVA.-M IBM= I - --------- ....... ...... .-) ............ ---------- cli - ........... I... X- NAEIJ, --------------- LLJ Z. OF --------- -------- LLJ; ;6 LLJ L-- air ............ &G ud ----------- II ;! � I Cf I I f ; _ ! ` � I; I) MtC�ICAL I rj L i/ ISM - ------------- -- ----- -- S. E. 14TH STREET OFFICE TOWER , r,--�24th FLOOR MECHANICAL Iffia gal: N�7 01 IC2, S. E. 13TH� STREET' Vrn.= I .......... ........... ....... .......... ......... . ............. n4 I.Asm Roo. ------- --- III e-r�AToA ­TZ IZ'V wActm P=J�. .-.-ST6"O STOWE 1 I I._ .. I%:. L._\ .I� i � . ............... ? TO HEMOV POOM . ..... . ............... HL- --- - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ............ ........... ..... ............. S. E. 14TH STREET OFFICE TOWER (2 MING ttyttlo"t ICAL9;T*. DRAW( OFFICE TOWER PLANS: 24th FLR MECHANICAL 4ECHKNICAJ. MMI�q A-110 99- 467 LASON Systems, Inc. S.E. 6954 N.W. 12. STREET, MIAMI, FLORIDA 33126 305-477-9149 •800-287-4799 • FAX 305-477-7526 THE FOLLOWING IS AN IT WILL TAKE MULTIPLE 111AAGES IIIIII II II II IIIIII I IIIIIIIIIIII IIIIIIIIIIIII II IIIIII IIIIIIIIIII i i 0 0 o a o I .. . � I I� •t'i' I�S CA•�-'�. -- E i° E)- -_ i OF1 IQ 4 I TOW i I I I 1 I RESIDENTIAL LEVEL ATRIUM LEVEL 25TH FLOOR I i i i i c RESIDENTIAL UNITS BREAKDOWN FLOORS LINTS PER FLOOR TYPE A STUDIO 34TH & 35TH FLOORS 10 0 29TH — 33RD FLOORS 80 (7 FLOORS) 30 28TH FLOOR 16 6 1 27TH FLOOR 16 6 I26TH FLOOR 12 3 25TH FLOOR 10 3 TOTALS: 144 MW RESIDENTIAL �EVEL I (-_\26TH FLOOR 99- 467 I w 02 05 CB 54: CD--------- -- ------ j OE . 6-�i , -; i . ... . ....... -F7 11. ------------ OG......... ....... ---------- &H .......... . .............. --------- - --------- -- ip ---- - ----- �ESIDENTIAL LEVEL /-1-N.27TH FLOOR RESIDENTIAL UNITS BREAKDOWN FLOORS LINTS PER FLOOR TYPE A STUDIO 34TH & 35TH FLOORS 10 0 29TH - 33RD FLOORS- 80 (7 FLOORS) 30 28TH FLOOR 16 6 27TH FLOOR 16 6 26TH FLOOR 12 3 25TH FLOOR 10 3 TOTALS: 144 w fit H. RESIDENTIAL LEVEL .67 -,,D3 (a) ------------------------------------ ce) - �moo Lt. �� c - I•I \ Sys^ C ...... .... 1! wil Ora % X &F CG CC SH - SWIPE =EOl cj --------- - ------------ Ci c; B L c .... ........ . ... CM RESIDENTIAL LEVEL TYPICAL LEVELS IR�,I�rd FLOOR . RESIDENTIAL UNITS BREAKDOWN o rcm rLUUM (Ytjt A STUDIO 34TH & 35TH FLOORS 10 29TH - 33RD FLOORS 80 17 FLOORS) 30 28TH FLOOR 16 6 27TH FLOOR 16 6 26TH FLOOR 12 3 25TH FLOOR 10 3 TOTALS: 144 9 C2, C3 01 - - - - - f - - - - - - - - - - - - - - - I 75 .......... !661 r .. .. ......... I II ....... .... . . .. ....... - ------ — ----- --- -------------- ----- - ----- - - RESIDENTIAL LEVEL 2D _ZL4,h FLOOR 1 BEDROOM 2 BEDROOM 3 BEDROOM 4 4 2 30 20 0 6 4 n 1 6 4 0 1 1 rt E. t,O,". � is L' 7. U) DIM OFFICE TOWER PLANS: RESIDENTIAL LEVELS 2?+-33r1 FLOOR, 34th FLOOR A-113 99- 467 ol 02 04 (D I i CA ------------- j.r T --------------- CB ------ - - ----------- -- L2 :g. --T 7 ------ - I II ------------ r�- F70-1 L ICH ......... . ............. F—i CL --- - ------- RESIDENTIAL LEVEL 15TH FLOOR 0 RESIDENTIAL UNITS BREAKDOWN FLOORS UNTS PER FLOOR TYPE A STUDIO 34TH & 35TH FLOORS 10 0 29TH - 33RD FLOORS 60 (7 FLOORS) 30 28TH FLOOR 16 6 27TH FLOOR 16 6 7sTH Fl nnR 11) - 125TH FLOOR 10 3 I TOTALS: 144 99- 467 09 100 10, a 8 105 106 S. E. 13TH STREET .............. ............. ......... ........... LtvAAD srTsAcK Z7 -OA ............ ........ - ------ Tj r; -oc ... ... ....... —7- ...... fr- 7- 1"r ....... .. OG P OH u OK A ------------------------------------------ ------------------------------ --------- -- ---------------- S. E. 14TH STREET PARKING GARAGE - LEVEL 3 PARKING COUNT: STANDARD 65 HANDICAP = 0 i J O S JD S U 75 S I S. E. 13TH 'STREET i i ! t -CA t I n •mr 19 1. `_--.'.Z'• . n.aun: ' w•M w, o � I :g� 1+ Ii e1 i7 i M1I ���-- �i^-•-:.r•-•�.-- i ', I� ; I -.—> to i-�, � II Ems- � i t� II ; E ; ti;A �^•+�I � � j�.� '':i �VII' - i i �' -yli II � vi•1 I- - - - � .-.-'ate - _- �-,�—.y/ . i 1 G If 'W-a* ...... n--6 ------------ ------ L f i Mrs.— -'-- _.._.._ _.. _.._.._.. _.._.._.._.._. .... �At S. E.14TH STREET I I Q 4S-\ E--> PARKING GARAGE - LEVEL 9-10 s:�lt.Y1'-r.v PARKING -COUNT: 9th, & 101h LEVEL STANDARD = 92 CARS EACH LEVEL . r •,IkS ItI •j i I, , t ; - i I - p•I riYY FjjF��E1� T� Vpp►t1�, ilit i . trlllli • f FF!! t e i.• T o iE� D IA VINO I[Y'I lIC Nf', '.' OA[[ I I I 1 t wwo [liilt % ',:- •�'� PARKING GARAGE PLANS: LEVEL 3, LEVEL 9-M CIArINL NUAIItt'• A-115 99- 467 i o,o „ r r^� to-c ' I S. E. 13TH ;STREET _.._.._ ._.._ ._ ._.._.._. L ._..___.._.._.,_ _..__.._._ _..___.._.._.._.._ _.._. _.._.._.._...�._.._.._.._. _.._.._.._..-.._.._.--. _...:_.._Q�.._.._..;._.._ �' • S7RM� SRLAJC �£ ------------ 1 1 1 1 _.. ....................... _.._.._.._.._.._.._.._.._.._............ elc............................... . _.._.._.._.._....ggt.._ ._.._ I _.._.._.._.._.._.._.._.._.._.._.._.._.._... ........ _._.._.._.._.._................ ............ .......... . AI:-.._.. _.. _.. _.. _.................. ;.. _.._ _..----------- --------.—.-- S. E.14TH STREET zd r r 01 PARKING GARAGE -LEVEL 11 _ _- Ey� D Q 2. 6 0 & 3- S. E. 13TH STREET . .. ................... ...... . ............. --est.- .......... - - - - - - - - - - - 14 —oc @ 23' TI ----------------- F- - 771. "D j 7 �- i.I j i 5c.e i .il — ,ter —I—III _ � ......... 7 G r -7� ... T TI i'I II`',i II T, I r > -------------- -- -- ---------- .......... ....... S. E. 14TH STREET Z� "ZiLsTrOn PARKING GARAGE —LEVEL 12—.— 0 UW PARKING COUNT: STANDARD 43 TYPICAL PARKING STALL STRIPING DETAIL 3 �TYP SO fps piE cr) LA PARKING GARAGE PLANS: LEVEL 11, LEVEL 12 DI/VIAL MYII/II A-11 6 99- 467 �% G � 10 � `` .2 . 13 11 u S. E. 13TH STREET ! ------------- 'LA. I �A I II I � I i S 1 I I OI SK_�tJ ilA. I •� 1� I —c _._. �._._ ..................... _._ _ _._._._ �._ ._._._._._ I' . •; ' • II -ram I I . I i �� ----- ------- _._{ F '. �(�j•�l I • •I _I �j I 1 �l \.J 11 —. I L:.6111 �I ?a1r+� l;.w•.4 i j _� _ � � C I I �J I f l i_._._ _� v�eJl_ _._ 1 ...........I.n-. _r S\YrA'AVJ r7C> I �0i • •!J-•`oi4• �OIFQ• :.� ���, •-•-'-•--•----- -•-•- �-+tea.'•-•� --- .1. K ^' I= - I S. E.14TH STREET I � 0 r r 1 PARKING GARAGE -HEALTH CLUB LEVEL i.'A'11.YIr.T-0• FOR LANDSCAPE DESIGN OF HEALTH CLUB & PARKING GARAGE ROOF SEE L-112, L-113 71, 77 DI 0 S 03 1R 15 106 S. E. 13TH (STREET ............. 7- ------ ............ Lb! ........... ....... ..... _..may,.._.._..-. ..................... T . .......... ........ OA ............. .... .............. . ...... .................. II ---- ----------- --------- .............. ........ OE--- --- --- - ---- ---- ----------- ---------- ... ........ . ..... ............ ... ............ ............ 77 ----------- L.------- 01- 7— ------------ ---------- -- ---------- -- ---------------- .-OH II ------------- ......... ..... ......... ........ -OK S. E. 14TH STREET (SPARKING GARAGE �ELEVATOR MACHINE ROOM iCAli-Y Ni 1 PARKING GARAGE PLANS: HEALTH CLUB LEVEL ELEVATOR MAC NE ROOM ICIAVIOW WUWIV_� A-117 Q Q - 49,7 O O u C�D J T S. E. 13TH STREET / r I � ..... .I ............ ............... �I g 8• j115�.dR„� ------------------- CD _ ' _ - _ : _ LLJ �I 1 I �!.«I 1f tl 1 � �•� tI ! r.1'1•->�•l�,[--T-�.+_�t... y,y�l�l�� 1�� LLI -K:-___�---_�___j•;'•r_k,IC�r-- — I' EF it ' J t- ( 1 ._ - •- - -! - --------------- i 1 ...... I 6-6— _._._' -•- - - - _tom+ -- --------- _ _-- —•— , i (a ._.._..i .. _.._.._.._ n S. E.14TH STREET TOWER /PODIUM /GARAGE ROOF PLAN ! r-rr Q S. E. 13TH STREET ........ ..... NXIAV SrrMCK .................. ...... .............. ........ ... ....... .................. ---------- . ....... ---- --- -------- ... ............. --------- - -oc - ------------ CE) T - � I i cI I_ ; � i �� ��Ii i �� I I I I i �; � QI.�� O-- - F ---- - ----------- -- ....------- ....... _ �(I i I ; ; .................. ------------- - ------------------ --------------- ' =- _--------- - -----' �_ �_ ' '_ ------------ S. E. 14TH STREET s H •j�,. �_.ej f —4:4 E. 011WING TIM, ROOF PLAN IDAAW[kG oludsto -- A-118 99- 467 A LASON Systems, Inc. S.E. 6954 N.W. 12 STREET, MIAMI, FLORIDA 33126 305-477-9149 - 800-287-4799 - FAX 305-477-7526 THE FOLLOWING 1S AN IT WILL TAKE MULTIPLE IMAGES . ...0 14 11- 1 .1-0 1. c I %- I IN II-L .N. 1- ............. .. '�Y�wtY •PMt .� J'•mr ntlw • tl.Q _ �7R.lif!— r 4nl nMw -urn ..lt.•Mii .. _ _ IL •A.r� Jfnl nMw . tlln_ IR•tIe 11``MnvPi.mQ Fll 4nMY•. PI�•l� oWEST TOWER ELEVATION Mh [Es. p' 1, �... .'-------'-1----•T J� 11 Tw �: enlu warNirono ' roicwouu wnarx�ian. ...��� .^I%•a• r� � �• {{ \ '� �a. •�.4..m1 •n •+ � e:wueavr. eo �+�.nuu�� .�1 �.1 � a % � — — " — — • I �1 �•._��:..� w - � '' n k o i - �: re lvv4wa. ft tRn ar awx 1[!'�li •Iw+ ' i •. Z _._ '??!L F'? J ) E I IIIIII II in511122lei �e8 11 allEE:EEE�@E5 Its ��, � G���� �pp i! r, �B� +MmmliAt-- "..Fv 0 EAST TOWER ELEVATION -- - sp 1--1 . to.! azia mcm goo Mrwll 'hil) LASON Systems, Inc. S.E. 6954 N.W. 12 STREET, MIAMI, FLORIDA 33126 305-477-9149 •800-287-4799 • FAX 305-477-7526 THE FOLLOWING IS AN IT WILL TAKE MULTIPLE IMAGES 60 SOUTH ELEVAIION s; ii�.o S ant, -E own i V?CM ;" IM Iftl I—It-I--INC It-t, 't",t I,_11-1 pAMwLr H..•e...,.p fl,lp� i i i i i i i 1 i i i i i 1 i 1 1 v.uo. inuKrl -- n IYilp(f� q M '1 ME wu� —'f n 09 NORTH ELEVATION r-mo — -- Z .r z J '• �I��+®'`,`S=axi',�;'o;:I'�.,a:z�a� o { t : l'� �{ -�;.:��.�....._.i �..:�:.�. — ��.. .•�� 6 '. D �,- I� •ae + i ,, I,. wrrwi rtrM 4. + :ti ir4'W eaJi '.Nawrw wm�' t. MAON -lei! O.. ..l LASON Systems, Inc. S.I. 6954 N.W. 12 STREET, MIAMI, FLORIDA 33126 305-477-9149 •800-287-4799 • FAX 305-477-7526 THE FOLLOWING IS AN IT WILL TAKE MULTIPLE IMAGES 11 0 OC O Q Q O O Ow. 14 MV 11g, �l P'N 1.41, 1� 14 1 11, I PEI` I'll,41! it-1; 01`;1111'$� 111-UR INN= Iq (',`PARKING GARAGE -WEST ELEVATION I I OK OH O OE OC CA 02 PARKING GARAGE -EAST ELEVATION Af, 67 op CHJI—NVL'JI JL-I.IIVIV----"-�-�-'�-- tA �z i _ �i4 �jl P �s'p�rxto S''ao �.'T—:1 'ores ., ,'.:iav •'waon.ona ` cacu,euar' :,'wrx.u.n.e, ..h... LASON Systems, Inc. S.E. 6954 N.W. 12 STREET, MIAMI, FLORIDA 33126 305-477-9149.800-287-4799 . FAX 305-477-7526 THE FOLLOWING IS AN IT WILL TAKE MULTIPLE IMAGES OA T QF 0 OH .. ............. . ....... I T f � s I ti r��PARKING GARAGE —SECTION THROUGH COOLING TOWER 0 0 O O �` O n O r11t1M t` V��, I� _It2i lire • .. w I I ....eQ _ 1M.1 1 ti.ny I I 7' .�fYbt L.te i I I�rD'10 ChL f ..[a' I ' rWli lerl.r v II II : � . •p . I r.11lra ttre . - .• oI I r ..wry �tt I� runre IC.e t .. 3 PARKING GARAGE -SECTION THROUGH HEALTH CLUB O C� OET Q -OH Q `..:,. a. the • =1 it '°"' �"" I I' � I ' I I I I r�.�r=I hI if V.Ls (I I 1, I r.n4l I j I L .!•! � '� ' I MLt1Lw! MK'L ,-' I� Ilnlutj i. � ii I i_✓.T" 'a ItU✓s •ura : I ( I: �� li I �' I...a:r' II II I� �»� I' j��� 77 PARKING GARAGE -SECTION THROUGH LOBBIES 1 rut-far-r-r 1 � .a JI •� j �•� �1 I � I .. . . 1 III ! i I M. 11r 13® I '1 C II.iIMD it Y;fI�MS :^':' DrTI wwc tUo twua I ur.. rWI H!.I:W kVI! I •. I 1 1 i _ 1 .DATI '•Y,r t•AI i.iT C IAYIM0;. T.Tf 1 P SECTION SAGE A-207 99-- 467 C O O I„ .I< O O C S. E[ 13THI STREET ,•I �� - -ik IIIIII,' �' �• .. — ... 1 I u Y ! ti•r;r !.. �......_. ... ;I L, r W. I �_ - • `� . 1 \Ss yr4' �.•� rsss' �, ''�a}'L's•tiv. ;} <' "� � '' �! •: s'� • �{�' ,,,�•� � ls+�ti }X,' r• J '�s-" J r's�,ss y;���'•fti I ^I; I 1 = ^�^ r. 1 •, }s') r�JrY,Jr}J i•. s Ksriv:ti,ss : rY_ t - II � �� ... ... I '.4 :s •Yi,�i r• -• } , �j's}.rf;$' SS'' ���}� ! 1 � . I ��' c I _ I ���'Ys' J � :}�f , � r ?' •r%}Y� ,s,, vr� n?} :•.;,v,' :}; ;�iti. ; {1v,.•�. I I �_ f_'�y{r`r.— = �,•,y;r__.L.- I -•- - - 1d{�•�}�- �r, 'iv.w L•rrr I�•Tn�' �Y,t, �f _I_ _-. I I� i 1� t'���"�`' I 3 ! ! •?rJf�• % s 5'rJrx .; ..„:• .. .� �--- a I rrr J .iti r1 r.v v. J wr t' I J J•.�� ,fir ! :.s �;�:G:;�Jsv.?�i:sv.• I i I .L.LI:;IJj,illl•jILI�II_11 I'l�FI I I i I! i•fl(I 10 I � � ' I e d j�l' � ; I I I :j I I`'� • �, � Yh� .Y , r ll. • i•i'li• i I j L�I"I ""`...... I� I I j j ns�• ,1. jI• YI'C-IM1I� I _r! 'll 'I� t I n�� - s err i �I I1:1.��_1_I_ .�.I_I I _tl l ' U I'_Ii• I I j s• frfr:':'{ I i l.f I I I I j I l I j i t r YI I i I iI 'I� I I I III ti �ti $'ti+�:->..••};y':(�c t I I.I AIXy�,C•:. i— i ' I .`Ty,-' v�f I �� l�f,V! •'�.�' 1 1- -, ry:� .r. ., ',�`f I 1 • . i i • ' � < 1 c •a . . �` � • • rt r , � J.v.v Jr r 1,'r�'s;tP'���4��. I I � _ ;}J. jl.y �s� }��Y ? r �'•�•rir.�S�;t : s � s���r$�'ti i ,;+:}#•'•!Ci vW."n5} } r —_ ✓.{''rr .ii•<�i." I; � I L - -•�y-�--�a�./ - - ^ �.�•.+sY. r. ♦ r: rf .,.,ti: u N f.• . JJ:•.ss• _ ;;r _ mry I' � .� �c.�41M1t_..�}--;--•-•------f----s�..__.<d.-'-'•-'.=.1 = .�,��t Sep^ ''!- --... 1 5 _ I a� �i ' i I S. E.14TH STREET CGROUND FLOOR PLAN j i TOW AREA CALCULATIONS FAR 3,382 SQ. FT. s NON -FAR 22,724 SQ. Fr. w "I C12, C13 0- S. E. 13TH ':STREET ............. ............................. S. E. 14TH STREET PARKING GARAGE FLOOR AREA CALCULATIONS FAR 616 SQ. Fr. NON -FAR 34,677 SQ. FT. jWW190 ?tTLt­­-_-.- GROUND FLOOR PLAN FAR, CALCULATIONS FAR-1 01 99- 467 I0 02 0 6 (D ................ .............. !7; aD -------------- 11 7 CF > 77-77" Z-z A I_e CH - ------------------------ 61 Ji- ZA 1Insl- 1�ne;_ 0L All, ................ ........ ... .......... ....................... ... .......... ............................ FIRST FLOOR PLAN TOWER FLOOR AREA CALCULATIONS FAR 20,582 SQ. FT. NON -FAR 3,596 SO. FT. TO •....... .�,yC.s.l :?y:•:1i,: .f �.'" •. :'.•:.• rJ,T I •, v+•\y�,r�l[ti} �:}iti,.4..�::�_:iv:: ; :::: i• . •r..:.:':::. . , , , .. r.v:. �� j '`�3 ^� � C �'.. '4! '.•JY,r+•• .Jf.++v X •hv,rn+a.+%......:v ... .:...�.:.:.w.'�•. fir.;.;.=r '. ems _ - � • R9 f Yam. .,'• '•:ti`{?`:::\' 1, , v. ,i i %•{ jti•. •:�}; rrti {%::ny; �{.r 7' :';•;, :;,tiff? �: � rs —T`— - - - - f'ti \':•:tiff rr... ....; ..11.E r ;`,.y{4 ti Y: ti}: ?'•X X.}'._•'.' .. 1�17 I J�5 w �y t r;nK :1 ..— 1 � - `••�,': -�� ��`.- ��, �%�; ^.-�'�-"-, ��� ter% �;_'_._._ _ ' � ,� I I i 1 1 I I I PARKING GARAGE LEVEL 1 FLOOR AREA CALCULATIONS FAR 6,752 SQ• FT. NON -FAR 28,938 SQ. FT. " t r d' pp i t � rEt t-- OY 1 t DUwiNG 4[1'IS,D Ml. DATt 1 I DIAVIMD TI[ll FIRST FLOOR PLAN FAR CALCULATIONS D[FMIMD:NCMIlf FAR-102 99-- 467 SECOND FLOOR PLAN TOWER FLOOR AREA CALCULATIONS FAR 14,124 SO. FT. NON —FAR 16,835 SO. FT. s s e C PARKING GARAGE LEVEL 2 FLOOR AREA CALCULATIONS FAR 0 SO. FT. NON -FAR 35,690 SO. FT. Hit; Ur LIT r OEM AWIsIG Jj,jjjCpdj GATT, SECOND FLOOR PLAN F,kP- CALL ULATIONS 99- 467 i 'N ol 02 0 0 -------------- ................ -------- ---------- ----------- OF- ........... ------------------- L ............ --------------- CH - -G v7 ......... ...................... Ci - CL K-.--)THIRD FLOOR PLAN TOWER FLOOR AREA CALCULATIONS 77;l FAR 18,,704 SO. FT. Lr<L7,7'- NON -FAR 12,272 SO. FT. �4 103 0 ICE 1 106 go S 1 (3 PARKING AREA GE: 4TH-5TH LEVELS .A FLOOR CALCULATIONS THIRD FLOOR PLAN FAR 0 SO. FT. F,A.IL CALCULATIONS NON —FAR - 31-,M'SCL Fr. jolkwina , I a 51 ibis I a ff . paj 67 f FOURTH FLOOR PLAN TOWER FLOOR AREA CALCULATIONS FAR 26,663 SO. FT. NON -FAR 4,301 SO. FT. PARKING GARAGE LEVEL 6 FLOOR AREA CALCULAMONS FAR 0 SQ. FT. N'M-FAR 35,690-SQ.'Fr. .�r wn Lrw DtAM1hG Tlil!'::i l':.""r FOURTH FLOOR PLAN FAR CALCULATIONS FAR-105 99- 467 2 E 02 T 04C (D CE........ CG CL OFFICE TOWER - 5TH FLOOR PLAN TOWER FLOOR AREA CALCULATIONS FAR 17,560 S(l FT. NON -FAR 2,897 SO. Fr. (D 0In GARAGE LEVEL 7 PARKING GARAGE FLOOR AREA- CALCULATTONS 7 FAR 0 Sa FT. FAR =,Me NON -:FAR 35,690 so. Fr, GARAGE LEVEL 7 PARKING GARAGE FLOOR AREA- CALCULATTONS 7 FAR 0 Sa FT. FAR =,Me NON -:FAR 35,690 so. Fr, -XV 44.... ,Vv �� gip; � '', � 004" OFFICE TOWER. STH FLOOR FAR. CALCULATIONS DIAVING Nui FAR-106 99- 467 G) C C j a�_ i C_f� ;4 CE t poi ; O-� --- i CH'-�-- - o� OFFICE TOWER - 6TH FLOOR PLAN j TOW AREA CALCULATIONS 777i FAR 17,341 SQ. FT. t NON -FAR 3,098 S0. FT. 00 s GARAGE LEVEL 8 02 Z" PARKING GARAGE FLOOR AREA CALCULATIOn j FAR 0 SO. FT. NON -FAR 35,690 SO. FT-. SCA%j DA7 t JOLA.IWG HiLl OFFICE TOWER-' 6TH FLOOR I'M F.KP, CALCULATIONS FAR-1 0 7 99- 467 11 2 3 4 5 0 � I I i f i I � ( i � I i i l �- .- -.-•, •-.-•- - - i .............. -- - - - - i ......... -.-.... - i - - - - - i OFFICE TOWER PLANS; 7th FL — 15th FL TOWER FLOOR AREA CALCULATIONS FAR 7TH FLOOR FAR= 17,928 SO. FT. 8TH FLOOR NON —FAR FAR— 17,907 SQ. FT. 9TH FLOOR FAR= 17,885 SQ. FT. 10TH FLOOR FAR= 17,861 SQ. FT. 11TH FLOOR FAR= 17,835 SQ. FT. 12TH FLOOR FAR= 17,807 SO. FT. 13TH FLOOR FAR= 17,777 SO. FT. 14TH FLOOR FAR= 17,747 SQ. FT. 15TH FLOOR FAR= 17,711 SQ. FT. NON —PAR= 2,494 SQ. FT. NON —FAR= 2,494 SQ. FT. NON —FAR= 2,494 SQ. FT. NON —FAR= 2,494 SO. FT. NON —FAR = 2,494 SQ. FT. NON —FAR= 2,494 SO. FT. NON —FAR= 2,494 SCIFT. NON —FAR= 2,494 SQ. FT. NON —FAR= 2,494 SO. FT, 1 -I- ---._._._._.- � 3 -------------- 1 1 i 1 OFFFICE TOWER PLAN: r 116th FL _ --- -- TOWER FLOOR AREA CALCULATIONS 15TH FLOOR FAR= 17,780 SO. FT. NON -FAR. 2,388 M FT. 99- 467 k w (D 03 ......... -------------- ----------- --------- ....... ........ . Ica . ---- --------- - - - - - - - - - - - - ............. . . . . . . ............ ca. . . ............ ------------ CH ------------ Ci - CL. .......... . ....... ..................... ............. OFFICE TOWER PLAN: (--\"17th FL TOWER FLOOR AREA CALCULATIONS FAR 17TH FLOOR FAR= 17,741 SQ. Fr. NON -FAR= 2,388 SO. FT. NON -FAR I c c c � .f 1'•��. L� 1 I I i Ip , i � ...................... . ----------- - - - --- - --- - - - - - - -,- -._.. ! 1 I I OFFICE TOWER PLANS; C 18TH FL - 23TH FL s k. nr-rr TOWER FLOOR AREA CALCULATIONS 18TH FLOOR FAR= 18,213 SQ. FT. 19TH FLOOR FAR= 18,169 SQ. FT. 20TH FLOOR FAR= 18,124 SO, FT. 21TH FLOOR FAR = 18,075 SQ. FT. 22TH FLOOR FAR= 18,073 SQ. FT. 23RD FLOOR FAR= 17,968 SQ. FT. NON -FAR= 1,875 SQ. FT. NON -FAR= 1,875 SQ, FT, NON -FAR= 1,875 SO. FT. NON -FAR= 1,875 SQ. FT. NON -FAR= 1,875 SQ. FT. NON -FAR= 1,875 SO. FT. CB G) OFFICE TOWER : r,--,\,MECF[ANICAL LEVEL 28th FLOOR FLOOR AREA CALCULATIONS FAR 0 NON -FAR 19,240 OFFICE TOWER : r,--,\,MECF[ANICAL LEVEL 28th FLOOR FLOOR AREA CALCULATIONS FAR 0 NON -FAR 19,240 1 O O O O 0 1 I I I I I I I i t I 1 i i I I i I � I OFFICE TOWER r-"\M_ECHANICAL MEZZANINE LEVEL 28th FLOOR FLOOR AREA CALCULATIONS FAR 0 NON -FAR 19,193 1 i `I !S I I I I'1 1 1 I{� :OY 1gg1jj i D 6�:wC �l 1tlING •ItYISiONS -0ATI Itcu.l 'J r.n.r laa.•��oc^uw� D I��ING loll MECHANICAVMEC'K M, 24th FLOOR FAR CALCULATIONS DtAwING •NYult! -. FAR-11 0 r, 02 -01 ol 0 1 i � 1 RESIDENTIAL TOWER : ,----,\ATRIUM LEVEL 29th FLOOR FLOOR AREA CALCULATIONS FAR L= 7 11.871 SO. FT. =lv>4 NON -FAR 7,247 SO. FT. RESIDENTIAL TOWER : &2 REIIDENTIAL LEVEL 30th FLOOR FLOOR AREA CALCULATIONS FAR 11,871 Sa FT. NON -FAR 7,247 SCI. Fr. FAR-111 99- 467 I ID 0 o 0 0 I I 1 1 I E a: ^I _._. ._.._._._ wI f I jr�rJ ,r: ♦�J� �• ?l l� �� ��..JJ 1 I I I i M- -•- -_._._._.-..._._ I I 1 I ! I 1 I i I I I I I i I I i I 1 tom! FAR RESIDENTIAL TOWER } ,I RESIDENTIAL LEVELS 29TH — 33RD FLOOR af NON —FA FLOOR AREA CALCULATIONS 29TH FLOOR FAR= 14,597 SO. FT. NON —FAR= 4,333 SQ. FT 30TH FLOOR FAR= 14,538 SO_ FT. NON —FAR= 4,333 $0. FT. 31TH FLOOR FAR= 14,476 SO. FT. NON —FAR= 4,333 SO. FT, 32TH FLOOR FAR- 14,411 SQ. FT. NON —FAR= 4,333 SO. FT, 33TH FLOOR FAR= 14,342 SQ. FT. NON —FAR- 4,333 SO. FT, r 0 C 5, .P W 4 � f ----------- --- - - C� -�--------' -- - �- .Y:S•. 1 V ------- - - G a� r �_} r - -.- ----- ------- RESIDENTIAL TOWER 2 RESIDENTIAL LEVEL 34TH FLOOR FLOOR AREA CALCULATIONS_ 34TH FLOOR FAR= 14,271 SO. FT. NON -FAR= 4,333 SQ. FT. 99- 467 r- ►l RESIDENTIAL TOWER FAR �1RESIDENTIAL LEVEL 35TH FLOOR NON-FAf l� scuf.rr-r a FLOOR AREA CALCULATIONS 35TH FLOOR FAR= 7,894 SO. FT. NON -FAR= 5,901 SO. FT. 1 I I _ 1 •YJ p�+�L),Iw. D IA�IMy Illll RESIDENTIAL. PLAN: 35TH FLOOR, FAR CALCULATIONS GIANIN6 MVM11[: FAR-114 99- 467 1 08 go 8 a GARAGE - IIVII 3 &.,PARIING FLOOR AREA CALCULATIONS FAR 0 SO. FT. NON -FAR 35,690 SO. FT. Lel D G� S, g11 (;11�, 103 3 105 02 PARKING GARAGE - LEVELS 9-10 FLOOR AREA CALCULATIONS 9th LEVEL NON -FAR 35,690 SQ. FT. 10th LEVEL N014-FAR 35,690 SQ. FT. I r. fir, let It SEW PKG. GARAGE PLANS: LEVEL 3 9-10 FAR CALCLfLATIONS wor, = FAR-115 99- 467 ?2. 103 i6105 106 PARKING GARAGE -LEVEL 11 FLOOR AREA CALCULATIONS FAR 0 SQ. FT. NON -FAR 35,690 SQ. FT. i ! 1 I I i I 0uPARKING GARAGE -LEVEL 12 s^u.�r-rr FLOOR AREA CALCULATIONS 99- 467 N LASON Systems, Inc. S.E. 6954 N.W. 12 STREET. MIAMI, FLORIDA 33126 305-477-9149 •800-287-4799 • FAX 305-477-7526 THE FOLLOWING IS AN IT WILL TAKE MULTIPLE IMAGES 08 09 100 II ,,PARKING GARAGE -HEALTH CLUB LEVEL FLOOR AREA CALCULATIONS FAR 9,785 SQ. FT. NON -FAR 25,905 SQ, FT. DV 11, 10 it 12 C, 3) . 16 16 t• t , , � : �• O f ' I � Ir i :I OE 1 , ' � I I i i Y 4I -�"G ;: ��.�. •�;' it s s I _— __ I _ — OG I'_._._.-._._ _._._. ----- ------------- 1 I OH 1 i �- - - - - - -'- -'--- I- - •- I i I ` i - ' _._._I_._._._._._ _.1 _ i.I K -- - `A1 2 PARKING GARAGE -ELEVATOR MACHINIIE ROOM tuu-J»'.r-N FLOOR AREA CALCULATIONS FAR 0 SO. Fr NON -FAR 1,589 SO. FT. DIAMIhD 0-- It DAf[; wor Iw Icy orrr• � �.� I I I Julr! oAi[ r.�r p�f. Nr1 ouvmD iniv.. 7777777 Dt.VING MoYISt.'. FAR-117 99- 467 AIAP of BOUNDARY SUR VEI Lru DLSL'R/P.7DF' rtc •r, r JIi >m+•alI asl.ar w .r wr Ilor a lrJav Awr= r no war m•t r su�ur aoet rn.li me.Ic+.r •. yrI IIANrcr[v lr lA•✓vt✓s<.csurlr+ry amY . rr.s Avc eA:.x w: wa.cl rms n rnm r wo r.rl a b r. r rn wurloe[• r ru-rr: L.G C•rCa9L d am � M mGa.•_.: a e.os c rn [ix• Ar .oe• r r 2 w r m[ nr e r r r[u as of wa: .ail>< R R wl (aee• ✓ ltOWr A wr AI M l' M N Y N weir me r r1l•hY GOT[ /Ylx V• Rs4-llw 2'YY/ 11t tlrSIY�/L•T IIY IR•rbIY4 .R>N� mWI[ R R 11.0 Rile• AlOb PAC 0I a• Atr tl Y.-- �t<IO.CY /Ir•WI6Xr wllll I � I rilrl !41✓. ti0 YR wwr+ •-.^ N MmL IR 1 I ♦r �.wT[.0 rit /LJt6 lL �� •r� AM ' \ !C2`+e mcrn•.w'(lw li -1) i/J M-Rl 1 �— _ -. __-.. ___-_ _ _ -- __ _ --.- _ -___ I ' I ,• S.E. ---- 13t14STAR V ACANT LOT 1 w ' r I Fw• t.. le riJtf •s• I t /JJa-tl g I �JIj V A C A N tJJrt I =�I �u'�. �i '� `c cnan tun Juautift3l -- �I I s J i+ i �� IAur r tarl c I � 1 ww, 1E Jswnlw-or-e»-r -C ul t' l [ `lju!. �I It i r I I S. E. — 14OL STREET I I I I HE «. �.. � .......-.- �. - - - - � resi✓r mliil rvwi n..J irirr w avrs A4 rfltli r —`_ '�� •'•• l�YUM A M Ut al Jlyi IYIn // Gfrwlf/ IIIP rlfllrwC ... 4IL Y fQ /✓ILu irOJQ< YlwK4 YR laila tsR+.•.wrrw r i Jrinr rt..a vi iur h mrlllw ✓u r t/ . s c Trr srur. - 4 I. . 1 �i • Cum �1 C j ai smr S j L o T yi J• 1 ii �- It TJ 7 —EV Y pYO I RL,NTY OYT/YYly Rf>fAr ✓ L�FIW q(LI nr• _ •iry u�_Rin �R OIMfRSA;I JS •�i'EIiLT iS OIlM10M G! f?ltvL'NC(KK',�ND /p/A'.1,TIGM f�T :TfNlR AOT 1Lc,.'f_ e • �^^ rauu f vfxfc� y CfPJ8B2P"ZtV SUllViYOU BC I MO Sy r u rr?A YUAY PL sJns .—„Q,�r� 7L11'PdOh'L �JOSf 127-6S6T ltX 717-T/IS —� N 5GALE, V = 30,-0• EXI5TING GOomoN5 eowc xrezc.; -1 L -100 .99- 497 S. E. ---------- AREA OF 5HIGH Ii .r•w ++•a++rn I J ASPRALr PAVEMEAT ISPIPM S.4h" 9"A' OF AMMOW .9 STORY C.9s, 1l.?.9S,6PJCATLl Mf ' �r 111 II AL MIA?.9 t>m>c . u cuts...., •.. � fs { i { i �II � I � � a-tm*ac n �, sa.r. .n.. n,ft c 1 I a ' ps it 6--m Ci rj 13th. STREET ------min-t—Cam---- -- -— -- -—- FILL � r ' _ ..� 7' Co nc. Suk. t / i � � nmrc C tM ..DtI.G'R ry I 4y2 �r arac a r wn rax '.¢ atrr or. r a suu n.svr was ocsv..- o..urr to V A C A N T L 0 T a-asruc .r a..an.s.. n.n t r .c ?.oa' �a � C ; I rvstoc =s.+ v r a+ tum u.ac r,au 6'CXAIA' Y.FENCE ("Y" 6' SOD ARL'A rntiriu-r. ' nn 3' CURB ! CUTER V /v v— -- — s CIS_ STREET lw SCALE, 1' = IG'-0' �O +p. r-r-o .v.Lcune ez15rnG I W5GAPING aAwte ee+ar� , ' L -101 99- 467 L L LU G .cL�s-. p............:....................................................... rr_............................................................................................................. ................................................. r<............................................................................................................... PLANT L15T C'Oda QTT. Bcty-se. Na-e / l+0^TOn Name 5pecifr-atians Rla5 / PALM5: C6 12 Ct;cpnyle / Brezde- Bee..y L caf 5+6 Reid Grown 2C' Oti 'tstched. EV 7 Eryt rrm va'egt:a / Tlgtrs Pew Tree GS Ga: 12 - 15' 04 Match PO 15 Prow eactgV a T11edlrol / Nedjcd Pan B+B FrW Grown 20' CT - !atexd. n Ptyrhosoe m eegar, / 5o'.tnve Pan 6+B frJd Crown 15 - 20' 04 Daiits. RE 15 Rots:mee veta / Fbrda Roya: Pea 5+5 Fled Crown 20' GW. hatched R`7 11 RayemL rtx a arras / Trr&rb Tree 25 CaL :2-14' 04. Heavy. TR 33 11mu rmta / Furda Thata Pan B-B FrIC Crown G - 7 OA.5n¢es TRT 5 Th-nar raeta / Fbrda Thatch Pad B+B Field Crown 10' Of. 5rgias - h!cq. 1Y,T 5 Ve ha =tror4,yona / f wtWery Pak B+B Field Crown 20' Oa. irgles. W'R 15 Wass's>;tona robvsta / Washrytm Pan B+B Field Crown 12 :Ce-20' OA- Staggered If AC�l E175. CO 4 Lierode d&m gxjivdare / 5tabrst Cl&, c)&, on 15 Gd- Te + FJ St U55 / GROLND GOVERS- FB 75 Fran bei mvmv / W'eeprg Fig 7 Gd. 5 - G' OA. 3' OC L`L G17 Lnope custom 'eg' / trope'Evergreen Gant' 3 Gd. 18' OC Lry 1095 U-ope rvul Yaegata' / Aztec Grass Gat 15' OC MD 57 tbnstera del ma / 5was Cheese Plant 3 Gal. 4' OC. ND 41 Neprro" bserrata Tnem' / Fetlta4 fern 3 Gd. 18' OC PX 11 Phloaawoo xasadv / Dwarf Phboendren 7 Gd. heavy - 3' OC RI 210 Wwhnlepos n&a Thrar / Dwarf loan Hawthorn 3 GtL 1B' OC SAY 85 5rhefflaa atancoia lmette' / Vaagated arbork.* 7 Cd. Newry - 3' OC TJ I" Trachdospernn Jasovades / Coefederete Jetwe GaL W - 15' OC. ----------- zlrz It gaafii:2�.t '71ti` IA Li Li 4 .4 V, L o r :� '"T 7 Allll�:== 7-, 6' M! GRATE. c-yr-,J &16-1 ............. .................. ................................................................... .. . . .... ... ...... ...... . . ..... . .. . . .. ....................... ......... ..... ................ .............. Zoino Dist. I,--, 5D-5 13°5 8,-i--Kel! Ave. Kom. FIL, 33124 SJE D474 C; , Lnt Tnl bAdrq fcntp,nt K. f-- Fv-j C-bge ?t lc:. NA*4 rtw4,,. CF!'N sp-ICE Coe 5.0 kCA;ICd t5 Z het U. ki:d Cqw s,- teA,e o1w $oa:e plexbed G'"d b-" A. TWC - IL4t! ELL :3tg 5L Tel : G-'% 14th 51- Tcd • J2 6°9 5w•tdel ]17U eq. IL l.IN05CAPE ZONING spuxi Stnet firm vw N prove d P. the W�lftt area 4. 50 Vzu Vd b, 9 a of Itz.. (15) f,,. --ru tay.'. Sd -o C) tut d L.0- vm d. Trva Pas vw&- 7w ard other Mry ianvmc pur. me Frovmj r rc�red or PIOICd ye•d IM - 9-4 vi-.N m Wpro.t4 M" vnauex Pff- fX mr- qw dmb-r- 5TREFT TREf CALCULATION5 s,.. bL 132 sL (3175' / 307 :3 15 0 n hrA SL. 1.4t, St. (400* / .301 J % Pat Face - brAJ A- U40' lb S.A'f. !.t f— (316' / 30) 28 E3ml GROUND FLOOR LANDSCAPE PLAN ncAwoaxtaF L-102 99- 467 I_-.--------- ---- --- i I �I.I1 ...... ........................... . __. ____---------- ___________. PLANT LIST Gece C i T. 8--tanical Nane / Gonmon Name 5peufications TR-`_- / PAL!1,5 FN S Frss otidn / Guam Laurel 9+9 Field Grown. 20' OA. Matched. La rr[ek Hn-cs v-^ l..•.r M.w e Tree Plan;l.la D&.all .Ir..y [.s .nlw ✓.+ r .ur, ,�m� . � �. w..l W. T� ..p,� •nr .. w .In..I... iQ:.i n �'... a .••-+ .ter r .,wv.....� ^ ..... SCw1� VIG' • 1' - 0' -- 57171'a2717t'L " ' . T . K O �O.LBI :1 �1f m�:"...::.__ ar.-Tv.,.. I. FR5T FLOOR LANDSCAPE PLAN C U u r�n•S LO:JCERS t r� ! g J IJ _ wo-ICN'5 LOo'CERS� C� n WE 0 OII O I. O o, C juG8 el I I ! Or F iGC I BAR o o Ij tt OFFICE W u LOUNGE � FIANT LIST II co'� C T i , DOLzC:G�-1 y�-TG / C OOmn nor' Nar ° FEG I(Z hi S CN ) GCL... rUG•fe-E / Gfee !'alaVar GCcOn"t ?ET 5r5 Field Gown G'-8' G L _ 8 Lc: t-aT px1c., / Trce Lt'ibtrom °+B `teld Grown. 10' CA. 'atci TR 4 ir.-rzz radiate / Fio"ijz T-atc.h ?za 20 Ga;. S.idc5. 7' GA V"J 10 Ve .c-iz .^..on"coccryar.a / �catcc r y FziT BrE F:c d Grown 20' OA. Joobit V"T G Vc.tch _ seat- -. fyz-a 1 Ycr _r r =ala 5," Held Grcwn 20' CA inp'cl ` a5v 32 Bc :iCc b 25 Gal 8 Treihs GR 3 rev&zz/rac SEco Bra F+ Grown. V-2' Gi GT4 Gerede, s5orze / 5!eedn; icz-: Vine 7 Gz' Gi\ :Z Gc-dvhre .e .,EIs '�'e ri' / 5a Ti Flart 7 Ga'. 5P. 18' OG DS 2 Dico.n spadoSL;T /Galt D:ocn 15 Ga:, 5-G' OA 5aG 5 Synou."1 pariu:atur 't'y":IfoLE'/ CL cmn 10 Gal, 5' OA Gore ZF G ZaT:z ` , fu-acez / GE-cbonrd P:za 10 Ga•. 4'-5' 5P S'1RU55 / GROUJ7 GOVERS1 AJ 40 A5?a-acs5 d6rVIo%5 1'.eyer5' / Foxtaii Fe-n 3 'al.:8' OG AG 37 Aczozn ��s a`rlt r I Lily of the 1-1e 3 Gal. FAI'. 15' OG AF 8 A':rrz Pu pu zta / Red G-c_er 7 GeI. 3' Or, ,= 11G Arjazs / 5ersc,a! Ga. 4' Pots. 12' OG JJ 120 Urzwf 5r'jganv1zi / Re-d Dwarf 50jczlrvll.ea 3 Gal. 24' OG 50 h}renxzEis Iz Fc!iz / 5c:ce Lry 3 Gal. 18' OG Px G7 Phdccend-on xwaIj / uwzrf Pa ce,c-on 7 Gal. heavy - 30' OG RI 223 Rephoep5i5 6161-/ Dwarf Indar I'ewthorn 3 Gal. 18' OG 51 39 5cheffie. z oor;coiz 'ir;-ette' / Var. Are ,cciz 7 Gal. 24' OG 55 254 5ceevolz frutncen5 / 3ezch NzupA'a 7 Gai. 30' OG S-malt Tree P:a^:'no De:all Sirub 4 b-aund Cover Plan:!na_ De:all ... a .�.. 5LCI. 1/6• • i' - Cr tel�E l�i k j�i i V g IN yam, V d=� S: iiG:. PP� , iiti� 22y $ �c OEM .O mw v Yaw:, I. 1vt5ry 1�n�e 1%t4� :/3.— -,• ..vrt�n . � . a n ne XAWM Mr HEALTH CLUB LEVEL LAND5GA°E PLAN L-Zo4 99- 467 a 1 ' . _.... ................._......... ......... ......_..,........... .... 1 ............... My_ ................................... I.. I. .... ..... ...... ......G...... ............. ............... ..... ... PLANT L57 ✓�-z C... :t:m:n kre / .UwCA ha-4 S�w.`rat:rs l_' C 6 . Fm G-m, :D' Gt McW d V: :2:) :n- :.:t / :.rpv Lat c- :Z' W. 5+— t Ground Cover Plantlno Detall HOa W O�JII Small Tree Plal ............................. .. ... .. ..... ........... ............ ..................... ...... ....... ... ........ ... .... ..... ............. ..... _... _ ......... S. E. 14'� i S <= ET Y avu ar• .c•�a�ctY paN ✓R�ata M .a'J nP r m K .cG .y aN.. � IK[ rutcE ✓ o:rc a.Y Z o< G.rca.rawa ra ✓w �< wPe aH,a7 a✓'] d gys•e arcane tr crLCa• anal to re a. a•Kaa /� o�wc and nUYa N' CS .ca.lcr:oa ai H Prt .ri<ry v+l a Prr:.� n r.ir, r/I Cnst + q:Ac•K :o :r. .ta n �r� .lu aa.• r,t� .u�w.... .<c Sv arnat (G'7 or Pr[.e ad Ar�� . •a GafK ra.rt rG pvaV. n rm[ lrrMaTaw ana o1 LYK nc•ua(� L a c G.0 n� rW. tea +non r •• ].a• alwa b,<aa. Y P"t NtIL' ✓ai W 4b> �. N aGAp at th tre pl am-iw ro Sy - ]• rt.c. L. r- y�^s( x+it.a Y pr[ w al .a'tca r.s •N. w Cap a' 'Js aM. pC/ • !L✓i a•tr W ...-pnar� y-mr. a�a+p� o. satry N�a rK � ]rptaN rau ud w � a'Aa o; a rrtl��..wa:c ao.anrnpya:.n C.w y wa ►w tLa y.tK n-va :�OZ �a J . Na u w1 n !..' Llv �9 agYtaa •J �CZ qr ► W rac ✓o av+ureei}+ N N'rd�u •.-. systY Y� M 2ta4e a[• arrtanr t.ea er [q V e.ra � ua.. N wt TMw uK. .na.a w �a.eruaw.a .asm.r r.gc[o ayat.. Oaarnt aq+1• Paraag bil . Norq /✓ ..u� tra. feM TN+eiwc r 11 MSR a.a:rr area w M[�]ad S I✓lUn. a•atr and Oc yt.tp orpraa aaa+U /ertlaer cPt�aq W ragrnaa wnan d Vata a+wta n aof4al m w+•R d Nrs SCZ d tla �Kroaan arW pc a[nwa Irw ar. trprac w.uo.a [+•.n .art+ n per C1 apoNlcltvr Gartractea r .wawor tedq.." .ra W ..rva m .+doPvta /u.e p)ar�r Caa aaet n cGa[Iq � /Wytq p] aea•paw aLtw. p'tr v ... natew Y b� a.agp .aq Nr. MUCK d .rsaa ti fr_ gawp ra orra q/ ra ra w aaGaava Pwartt ar u��aa.✓v Yxa. rating E7etail lQow u ]..� OFFICE TEMCE LAN05CAPE ftM L-105 I 99- 467 LASON Systems, Inc. S-E. 6954 N.W. 12 STREET, MIAMI, FLORIDA 33126 305-477-9149 . 800-287-4799 - FAX 305-477-7526 THE FOLLOWING IS AN IT WILL TAKE MULTIPLE IMAGES . . . . .......-L :L.. .. ..... _.... ....._............ ... _.............. ... ......_ _... ......... ..... _........... .. t. -L t I 1 1 1 I71 T i ur q'I Ilu 0 T two Dort •.q^-K _- ---------- Ii - i _1 =1 -yjl+ i s.. TENNISI CCLRT Li A 307' %r.-. ----------- Li 0,1 L,.:� GYM ur. 10 0 i il—I i7.L 1W Fb, I,-!— - 7 C—. L,-., Vt--.y L.w FIt--- La - LOCKERS womEws- rLOC.KR!, O . Ind tt STAFF 0 c ju-CE: or r orF,GE 0. BAR 0' 01 LOUNGE: w Li O HEALTH CLLJ5 LEVEL LIGHTNG PLAN LL— 10 1 99- 467 i 01• o P - hfALTH L GAB 5 PE� Mom. UP COOLING TO - I R;�.,r. ■��■ 17■Nf����r Z� y Jul, 10 1 LOUNGE r - , -w WIDW :1 w HEALTH C4A LEVEL PAVNG PLAN p - 10 0 99- 467 �_ 5 R f =T ....... .... .... .......... ...... ............ . ......... 1- .............. .. .... ..... .. . ................. .... ........... ........ 11, ....... - ...... . ... -- ..... ... . . .... ... ..... . .. ......... - ......... .. OFF TEVACE FAVfiG PLAN LP-10111 99- 467