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Home My WebLink AboutR-01-0515J-01.376 5/24/01 RESOLUTION NO. 01— 5 i S A RESOLUTION OF THE MIAMI CITY COMMISSION, WITH ATTACHMENTS, APPROVING WITH CONDITIONS, A MAJOR USE SPECIAL PERMIT PURSUANT TO ARTICLES 13 AND 17 OF ZONING ORDINANCE NO. 11000, FOR THE BRICKELL STATION MIXED USE PROJECT, 1'0 BE LOCATED AT APPROXIMATELY THE EAST SIDE OF SOUTHWEST I"' AVENUE BETWEEN SOUTHWXST IIT11 AND 12"" STREETS, MIAMI, FLORIDA; TO BE COMPRISED OF 718 UNITS, WITH ACCESSORY RECREATIONAL SPACE, 17,550 SQUARE. FEET OF RETAIL USE AND 1,404 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 ANIS PROVIDTNG FOR AN EFFECTIVE DATE. WHEREAS, on February 2, 2001, 1000 Brickell Ltd., KV Brickell Partners Ltd., and Francisco Torviso, ("APPLICANT") submitted a complete Application for. Major Use Special Permit, as amended on March 28, 2001, for the Brickell Station Mixed Use Project ("PROJECT") pursuant to Articles 13 and 17 of Zoning Ordinance No. 11000, the Zoning Ordinance for the City of Miami, Florida, as amended (the "Zonincl Ordinance No. 1100011) for the property located at approximately the east side of Southwest tat Avenue between Southwest 11th and 12th Streets, Miami, Florida, cm cove NWINO O� MAY x 4 2001 Rowautwo no: ��-- 515 as legally described on "Exhibit H", and "Exhibit A", the Development Order, both attached and incorporated; and WHEREAS, development• of the PROJECT requires the issuance of a Major Use Special Permit Development Order pursuant to Article 17 of Zoning Ordinance No. 11000; and WHEREAS, the Large Scale Development Committee met on December. 18, 2000, to consider the proposed PROJECT and offer its input; and WHEREAS, the APPLICANT has modified the proposed PROJECT to address the expressed technical concerns raised at said Large Scale Development Committee meeting; and WHEREAS, the Urban Development Review Board met on December 20, 2000, to consider the proposed PROJECT and recommended approval of the PJZOJH:CT with expressed concerns regarding the proximity of the residential towers with the proposed office tower.; and WHEREAS, on March 28, 2001, the APPLICANT requested a modification to the originally proposed plan to eliminate the office tower component and increase the number of residential units; and WHEREAS, on April 12, 2001, the Zoning Administrator found triose proposed changes to be substantial in nature, duce to the change in the development program; and WHEREAS, the modified plans are now moving forward; and Page 2 of. 8 01- WHEREAS, the Miami Planning Advisory Board, at its meeting held on April 18, 2001, Item No. 5, following an advertised public hearing, adopted Resolution No. PAB-36-01 by a vote of seven to zero (7-0), RECOMMENDING APPROVAL of the Major Use Special Permit Development Order, attached and incorporated; and WHEREAS, the City Commission deems it advisable and in the best interest of the general welfare of the City of Miami to issue a Major Use Special Permit Development Order as hereinafter set forth; NOW, THEREFORE, BE IT RESOLVED BY THE COMMISSION OF THE CITY OF MIAMI, FLORIDA: Section 1. The recitals and findings contained in the Preamble to this Resolution are adopted by reference and incorporated as if fully net forth in this Section. Section 2. A Major Use Special Permit Development Order, attached and incorporated as "Exhibit A," is approved subject to the conditions specified in the Development Order, per Article 17 of Zoning ordinance No. 11000, for the PROJECT to be developed by the APPLICANT, at approximately the east side of Southwest 1."t Avenue between Southwest 11th and 12th Streets, Miami, Florida, more particularly described on "Exhibit B", attached and incorporated. Page 3 of 8 01— J1J :IQIIEE[. Section 3, The PROJECT is approved for the construction of 718 residential units, with accessory recreational space, 17,550 square feet of retail and other nonresidential uses and 1,404 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 and incorporated as "Exhibit A". Section 5. The findings of fact set forth below are made with respect to the subject PROJECT; a. The PROJECT is in conformity with the adopted Miami Comprehensive Neighborhood Plan 1989-2000, as amended. b. The PROJECT is in accord with the SD -7 Zoning classifications of Zoning Ordinance No. 11000. 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 $105 million, and to employ approximately 300 workers during construction (Full -Time Page 4 of 8 01— 515 GI L Employees); the PROJECT will also result in the creation of permanent new jobs. The PROJECT will generate approximately $3.7 million annually in tax revenues to local units of government (of which approximately $1.47 million will go to the City of Miami) (2000 dollars) . e. The City Commission further finds that: (1) the PROJECT will have a favorable impact on the economy of the City; (2) the PROJECT will efficiently use public transportation facilities; (3) any potentially adverse effects of the PROJECT will be mitigated through compliance with the conditions of this Major Use Special Permit; (4) the PROJECT will favorably affect the need for people to find adequate housing reasonably accessible to their places of employment; (5) the PROJECT will efficiently use necessary public facilities; (6) the PROJECT will not negatively impact the environment and natural resources of the City; (7) the PROJECT will not adversely affect living conditions in the neighborhood; (8) the PROJECT will not adversely affect• public safety; (9) based on the record presented and evidence presented, the public welfare will be served by the PROJECT; and (10) any potentially adverse effects of the PROJECT arising from safety and security, Page 5 of 8 01— 51.5 KKOE , Section 6. 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. The Major Use Special Permit, as approved and amended, shall. be binding upon the APPLICANTS and any successors in interest. Section 7. The application for Major Use Special Permit, which was submitted on February 2, 2001, as amended, and on file with the Department of Planning and Zoning, shall be relied upon generally for administrative interpretations and is made a part by reference. Section 8. The City Manager is directed to instruct the Director of the Department of Planning and Zoning to transmit a copy of this Resolution and attachments to the developers: Gilberto Pastoriza, Esquire, on behalf of 1000 Brickoll Ltd., KV Brickell Partners Ltd., and Francisco Torviso, 2665 South Bayshore Drive, #420, Miami, Fl. 33133. Page 6 of 8 1.5 Section 9. The Findings of Fact and Conclusions of Law are made with respect to the PROJECT as described in the Development Order for the PROJECT ("Exhibit A," attached and incorporated). Section 10. The Major Use Special Permit Development Order for the PROJECT ("Exhibit A") is granted and issued. Section 1.1. In the event that any portion or section of this Resolution or the Development Order ("Exhibit A") is determined to be invalid, illegal, or unconstitutional by a court or agency of competent jurisdiction, such decision shall in no manner affect- the remaining portions of this Resolution or Development Order ("Exhibit A"), which shall remain in full force and effect. Section 12. The provisions approved for this Major Use Special hermit, as approved, shall commence and become operative thirty (30) days after the adoption of the herein Resolution. Section 13, This Major Use Special Hermit, as approved, shall expire two (2) years from its commencement and operative date. Page 7 of 8 5 Section 14. This Resolution shall become effective immediately upon its adoption and signature of the Mayor.! PASSED AND ADOPTED this 24th day of May , 2001. JOE CAROLLO, MAYOR in accordance with Miami Code Sao. 2.36, since the Mayor did not indicate approval of this legislation by signing It In the designated place vided, sold legislation now becomes effective with U a elapse of to (10) s fro t d o misslo clop ATTEST: regarding same, without the Mayor ` rclrApg a sto. - WAITER J. FORMAN CITY CLERK APPROVED Pl %�F C I IMMM : l dp : B S S J. CORRECTNESS:/ 1� If the Mayor does not. sign this Resolution, it shall become effective at the and of ten calendar days from the date it was passed and Adopted. if the Mayor vetoes this Resolution, it shall become effective immediately upon override of the veto by the City Commission. Page 8 of 8 EXHIBIT "A" • ATTACHMENT TO RESOLUTION NO. 01••515 DATE: May 24, 2001 BRICKELL, STATION MIXED USE PROJECT MAJOR USE SPECIAL PERMIT DEVELOPMENT ORDER Let it be known that pursuant to Articles 13 and 17 of Ordinance No. 11000, the Zoning Ordinance of the City of Miami, Florida, as amended, (the "Zoning Ordinance No. 110000) the Commission of the City of Miami, Florida, has considered in a public hearing, the issuance of a Major. Use Special Permit for. the Brickell Station Mixed Use Project (hereinafter referred to as the "PROJECT") to be located at approximately the: east side of Southwest 1"` Avenue between Southwest lift' and 12th Streets, Miami, Florida; see legal description on "Exhibit R11, attached and incorporated; said legal description 1.8 subject to any dedications, limitations, restrictions, reservations or easements of record. After due consideration of the recommendations of the Planning Advisory Board and after due consideration of the consistency of this proposed development with the Miami Comprehensive Neighborhood Plan, the City Commission has approved the PROJECT, and subject to the following conditions approves the Major Use Special Permit and issues this Permit: 01— 5.1.5 0 0 FINDINGS OF FACT PROJECT DESCRIPTION: The proposed PROJECT is a residential/mixed use development to be located at approximately the east aide of Southwest lot Avenue between Southwest 11th and 12th Streets, Miami, Florida. The PROJECT is located on a gross lot area of approximately 147,570 square feet and a net lot area of approximately 90,744 square feet of land (more specifically described on "Exhibit B", attached and incorporated). The remainder of the PROJECT's VITAL DATA is attached and incorporated as "EXHIBIT C". The proposed PROJECT will consist of 718 residential units with accessory recreational space and 17,550 square feet of retail uses. The PROJH:CT will also provide a total of 1,404 parking spaces. The ownership, operation and maintenance of common areas and facilities will be by the property owner. or (in the case of the property being converted to condominiums) a mandatory property owner association in perpetuity pursuant to a recorded Declaration of Covenants and Restrictions. The Major Use Special Permit Application for the PROJECT also encompasses the following lower ranking Special Permits: CLASS I SPECIAL PERMIT as per Article 9, Section 906.6, for active recreational facilities (including a swimming pool): Page 2 of 10 01— 51.5 CLASS I SPECIAL PERMIT to permit staging and parking during construction (to be approved prior to obtaining a building permit from the Department of Planning and Zoning); CLASS I SPECIAL PERMIT for Development Signa when combined with construction signs; CLASS I SPECIAL PERMIT for FAA clearance letter; CLASS I SPECIAL PERMIT, per Article 9, Section 917.2.1, for Valet Parking for residential and other uses; CLASS II SPECIAL PERMIT as per Article 6, Section 607.3.1, for development of new construction within the Special District; CLASS II SPECIAL PERMIT as per Article 6, Section 607.3.1, for a temporary construction fence and covered walkways CLASS I SPECIAL PERMIT as per Article 6, Section 607.3.1, for a temporary construction trailer and temporary sales office trailer; CLASS II SPECIAL PERMIT as per Article 15 for uniform signage guides and standards; CLASS II SPECIAL PERMIT to request a waiver of City of Miami Parking Guides and Standards for periphery landscape; CLASS 11 SPECIAL PERMIT as per Article 9, Section 908.2, for access from a public street or roadway greater than 25 feet; Page 3 of 10 01— 51.5 • P Per City Code, Chapter 23, Certificate of Appropriateness for ground disturbing activity in an archeological conservation area; and Designation as a phased development pursuant to Section 2502 of Ordinance 11000, for Phases I and II. waiver from the City Commission for the following: 1. Noise Ordinance during the required concrete pours for construction of the building. Pursuant to Articles 13 and 17 of Zoning Ordinance No. 11000, approval of the requested Major Use Special Permit shall be considered sufficient Por the subordinate permits requested and referenced above as well as any other special approvals required by the City which may be required to carry out the requested plans. The PROJECT shall be constructed substantially in accordance with plans and design schematics on file prepared by ARQ, dated March 28, 2001; the landscape plan shall be implemented substantially in accordance with plans and design schematics on file prepared by ARQ, dated March 28, 2001; said design and landscape plans may be permitted to be modified only to the extent necessary to comply with the conditions for approval imposed herein; all modifications shall be subject to the review and approval. of the Director of the Planning and Zoning Department prior to the issuance of any building permits. Page 4 of 10 01— 59.5 QRa�� The PROJECT conforms to the requirements of the SD -7 'Zoning District, as contained in Zoning Ordinance No. 11000. The Miami Comprehensive Neighborhood Plan (MCNP) Future Land Use designation allows the proposed mix of commercial and residential uses. CONDITIONS 1000 BRICKELL LTD., KV BRICKLLL PARTNERS LTD. AND FRANCISCO TORVISO, (THE "APPLICANT"), ITS SUCCESSORS, AND/OR ASSIGNS, JOINTLY OR SEVERALLY, PRIOR TO THE ISSUANCE OF ANY BUILDING PERMITS, SHALL, COMPLY WITH THE FOLLOWING: 1. Meet all. applicable building codes, land development regulations, ordinances and other laws. 2. Pay all applicable fees due prior to the issuance of a building permit, and pay Development of Rogional Impact (DRI) fees required to reserve development credits within 60 days of the effective date of. this Resolution. 3. Allow the Miami Police Department to conduct a security survey, at the option of the Police Department, and to make recommendations concerning security measures and systems; further submit a report to the Department of• Planning and Zoning, prior to commencement of construction, demonstrating how the Police Department recommendations, if any, have been incorporated into the PROJECT security and construction Page 5 of 10 01-- 515 0 • plans, or demonstrate to the Director of Planning and Zoning 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. S. Prior to the issuance of a shell permit, provide a letter of assurance or obtain approval from the Department of Solid Waste that the PROJECT has addressed all concerns of the said Department. 6. Prepare a Minority Participation and Employment Plan (including a Contractor/Subcontractor Participation Plan) to be submitted to the City's Administrator of Equal Opportunity Diversity Programs for review and comments, with the understanding that the APPLICANT must use its beat efforts to follow the provisions of the City of Miami's ("City") Minority/Women Business Affairs and Procurement Program as a guide. 7. Prior to the issuance of a shell permit, record the following in the Public Records of Miami -Dade County, Florida: 1) a Declaration of Covenants and Restrictions providing that the ownership, operation and maintenance of Page 6 of 10 © 1 —N J j. a) • all common areas and facilities will be by the property owner or a mandatory property owner association in perpetuity; 2) a certified copy of the Development Order specifying that the Development Order runs with the land and is binding on the APPLICANT, its Successors, and assigns, jointly or severally. 8. Prior to the issuance of a shell permit, demonstrate to the City that the PROJECT has either: 1) completed its condominium requirements and has been approved for such by the State of Florida; or 2) provide the City with an executed, recordable unity of title or covenant in -lieu of unity of title agreement, in a form acceptable to the City Attorney, for the subject property. 9. Prior to the issuance of a building permit, provide the Department of Public Works of the City of Miami with plans for proposed sidewalk and swale area improvements for its review and approval. 10. Prior to the issuance of any building permits, provide the Department- of Planning and Zoning with a temporary parking plan which addresses construction of employee parking during the construction period; said plan shall be subject to the review and approval by the Department of Planning and Zoning, and shall be enforced during construction activity. 11. Make available to the City, at no charge, pursuant to the requirements of the Departments of Fire -Rescue and General Page '1 of 10 01— J 1 J Service Administration, the roof area of the proposed structure for any necessary communications equipment. 12. 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. 13. Submit an interim landscape plan for the land occupying Phase II for review and approval by the Director of the Department of Planning and Zoning prior to the issuance of a building permit, said plan to be implemented in the event that Phase II is never built, or is not in permitting stage, or under construction within twelve months of the issuance of the certificate of occupancy for phase I. 14. The building height shall not exceed 38 stories (or approximately 382 feet) excluding mechanical rooms and parapet. THE CITY SHALL: Establish the operative date of this Permit as being thirty (30) days from the date of its issuances the issuance date shall constitute the commencement of the thirty (30) day period within which to appeal from the provisions of the Permit. Page 8 of 10 01— 5 5 0 • CONCLUSIONS OF LAW The PROJECT, proposed by the APPLICANT, complies with the Miami Comprehensive Neighborhood Plan 1989-2000, is consistent with the orderly development- and goals of the City of Miami, and complies with local land development regulations and further, pursuant to Section 1703 of Zoning ordinance No. 11000: (1) the PROJECT will have a favorable impact on the economy of the City; and (2) the PROJECT will efficiently use public transportation facilities; and (3) the PROJECT will favorably affect the need for people to find adequate housing reasonably accessible to their places of employment; and (9) the PROJECT will efficiently use necessary public facilities; and (5) the PROJECT will not negatively impact the environment and natural resources of the City; and (6) the PROJECT will not adversely affect public safety; and (7) the public welfare will be served by the PROJECT; and (8) any potentially adverse effects of the PROJECT will be mitigated through conditions of this Major Use Special Permit. Page 9 of 10 01— 515 The proposed development does not unreasonably interfere with the achievement of the objectives of the adopted State Land Development Plan applicable to the City of Miami. Pursuant to Section 1305 of Zoning Ordinance No. 11000, the _specific site plan aspects of the PROJECT i.e., ingress and egress, offstreet parking and loading, refuse and service areas, signs and lighting, utilities, drainage and control of potentially adverse effects generally have been considered and will be further considered administratively during the process of. issuing individual building permits and certificates of occupancy. Page 10 of 10 ©1-- 516 Exhibit `B" LEGAL DESCRIPTION: The west 10 feet of Lot 5, Lots 6 and 7. Block 86, CITY OF MIAMI SOUTH, gccoOding--%;to't the plct•..there6f;;.vas :recorded in Plat. Book B at . Page ,4,i of....the PuWirRecords ofMioa+i-0ode County, Flor'idc. Parcel 2: lot "8.' 8,lack.86, •CtjY orMIAMI$OUTIi,•.�according to the plat thereof as recorded �r•;;;'a_"rin�Plot Boo Parcel Page 4t• of the.'Publlc Records of,XIami--0ode.County, Florida.' ' Parcel 3: Lots 9 through 16 Inclusive, Block 86, CITY OF MIAMI SOUTH, according to the . plat 'thereof as recorded in Plot Book B at Page 41 of the Public Records of Miami-0ade County, Florida. LFM a portion of Lot 10 in said Block 86, being more particularly described as follows: t: Begin at the Northwest corner of said Lot 10; thence run North 81'45'10' East along the North line of said Lot 10 for a distance of 100.00 feet to a point of Intersection with the East line of .the West 100 feel of said Lot 10; thence run South 02'.16'080.East along .the East line of the West 100 feet of said Lot* 10 for a distance of 2.15 feet to a point of intersection with the South IIne of the North 2.15 feet of said Lot 10; thence run South 87'45'10' West along the South line of the North 2.15 feet of said Lot 10 for a distance of 10.59 feet to a point of curvature of a circular curve to the left; thence run Southwesterly along the orc of said circular curve to the left.having a radius of 123.67 feet through • a central angle•.of 46'17'25'. for an arc distance of 99.92 feet to a point of intersection with the West line of said Lot 10: thence run North 02?16'..W West along -the-Wes t.,.lIna of,said Lot,10 for a distance of 40_36 feet �:,.ti.:. .iv;;..• ,•i,,;tO�LhC':PQtt1l•of ,Beginning �t. rf,.,=♦ Par • :•Lot#txsBlocky86,.y,CIT.Y,Oft11[AM I-MUTH. according .to the plot thereof as recorded ,r in Plat Book B at We. 41,of'the,Public Records of Yiami-0Dade County, -Florida. S �. ':i•VS...i-4T �Stirli: .;''l- •. r•A��r; ii.s .t:.'•r Lti. ..� `J•'s':Y:... .. 01 -- 51:5 u7,18.41 )ICJ 18:27 FAX 305 554 2323 IkE1SS SF.ROTA HEI.FHAN zx11TBTT "C" AR SITE DATA & DEVELOPMENT PROGRAM Brlckel) Statlot) M1xrd Usti Day.lopment ;n Miami for KV Brickell Partners. Ltd 04/1W I I RTE NET LOT ARCA: 80,744 S.F. 'GROSS LOT AREA: 147,570 S.F. ZONING CLASSIFICATION: SW FEMA ZONE: ZONE X MAXIMUM FLOOR AREA RAI 10 (FAR): 0 TOTAL 5 RESIDENTIAL 2 NON-RESIDENTIAL. (2.25 Max by oocle) MAXIMUM ALLOWASLc SF.: 1,160,960 S.F. TOTAL BUILDING FOOTPRINT: 70,933 SF H9101 -IT RESTRICTIONS N0NI.'� It.ES- TRACKS QCOUIR Q PRWI F,yZ YARD REQUIREMENTS INTERIOR 0' From 2'•U" to 10'-0" REAR 0' From 0'-0" to ,'-Q" STREET 15' 10% OF LOT DEPTH OR MAX 15' (NOTE: RLACONY MAY EXTEND 3'-0" OVER SETBACK) J)), IOR�ENLOj�EN SPACE: ER ,QUIREMENTS RFD P$Q l (C" OF MIAMI) 96,815 S.F. 93,877 S.F.• RESIDI!NT1AL 1 S.F. PER EVERY 10 S.F. OF RESIDENTIAL a 86,484 S.F. NONRESIDENTIAL 1 S.F. PER EVERY 50 S.F. OF NON -RES OVER 50,006 ■ 951 S.F. Open space area Includes streatecsps up to property lino, podium deck, and the amenities ureas nl both residential buildings less elevator ahafts, mechanical 6 electrical / stairways. y, WI -PING AREA 1 1Ui iiEQUj P1;4VIi3Ef� RESIDENTIAL. PHASE 1: 432,412.8.F. RESIDENTIAL. PHASE 2: _ 43_2, 32AF, 895,420 S.F, 864,844 S.F. (Siraed on FAR 6) NON-RESIDENTIAL 298,140 S.F. 17,550 S.F. (Based on FAR 2) TOTAL FAR: 1,180,540 S.F. 882,194 S.F. ©1" 515 07 ie/in MON 11T:27 FAX 305 85 2323 VLASS SEROTA & HELPMAN SITE DATA & DEVELOPMENT PROGRAM Brickell Station Mixod Use Development in Miami for K1% Hrlckeli Parwars. Ltd 04118/0 i V. RE310-E- .I.AuftwP s!: L FLOOR AREA (FAR): 8 OF UNITS: # OF FLOORS: HEIGHT AT ROOF: HEIGHT OF ROOF MECH.: PARAPET HEIGHT. 1I E 1'41 !AL I(3_ r FLOOR AREA (FAR); 0 O UNITS: 0 OF FLOORS: HEIGHT AT ROOF: HEIGHT OF ROOF MECN.: PARAPET HEIGHT: Y_ll, PAFtk-QW 9UQE SUMMARY RESIDENTIAL (PHASS 1): COMMERCIAL (PHASE 1): RESIDENTIAL. (PHASE 2): 'Barking numbers are preliminary. Vlll, LOADINg6r18_ebASE SUMMARY: RESIDENTIAL (PHASE 1): nESIQENVAt. (PHASE 2): 432,412 8.12. 3513 UNITS 38 FLOORS 382'.0' 3971-0" 418'-2" 432,232 S.F. 359 UNITS 38 FI.QpR8 392'-0" 397'-0" 416'•2" 2 spaces msx./unit (T18 spaces max.) HC spaces = .2% of tote+ 1 Parking space 11,000 SF If restaurant use, no minimum requirements` 2 spaces max.1unit (718 spaces Max.) HC Spaces ■ 2% of total 0 (4) BERTH 12' X 3S' For gross building area of 260,000 SF up to 600,000 SF (4) BERTH 12' X 35' For gross building area of 250,000 SF up to 600,000 SF a sT r Q 0 0 4 ARQ PVIOW 0 2060 6 Levels of panting Total Spaces s 718 spaces' 17,550 SF / 1,000 SF Total Spaces s 1d spaces' 8 Levels of parking Total Spaces= 666 spaces • avlt��P (a) BERTH 12' X 3s' For gross building area or 432,875 SF (4) BERTH 12' X 35' For gross building area of 432,105 SF Q1"' 51.5 • 07�18i111 %ON 16:27 FAX in$ 854 2:25 WEISS SEROTA & IIELFNA QJOu6 • , ARQ SITE DATA S DEVELOPMENT PROGRAM pow a Rosa Br/rkell Station Mfxed Use Development !n Mlarni for KV Brickell Pis tners. Ltd 0411 d/O1 13. RESIDENTIAL PHA 1: ARIA I FAR SUMMASY: Lgyu F—LQOR # GROUND 1 AREA f FLOOR 2,652 SF 8U8-TOTAL 2.652 8F PARKING LEVELS (8) 2-0 37 SF 286 SIX AMCNITiE$ 10 0 SF 0 SF RESIDENTIAL (28) 11-38 15,338 SF 429,464 SF ROOF I Mir CN, ROOF 0 SF 0 SF TOTAL11 OF FLOORS 38 432.,412SF 1'OTA,. &, RESIDI;NTIAI,pN/�S1< 2,' ARgA / FAR SUMMARY, LF _FLOQRfY &U&/.0 0 3U@-TOTAL C1ROUNO 1 2,472 SF 2,472 31- FPARKING PARKINGLEVELS (8) 2--9 37 SF 296 SF AMENITIES 10 0 SP 0 °3F RESIDENTIAI. (28) 11 --38 16.338 $a= 429,464 3F ROOF 1 MECH. ROOF 0 SF 0 SF TOTAL * OF FLOORS 36 432,42 BF TOTAL: X. N.0 j_RESIpEftjj ARge f EA[2_$(j MARY: I V „�, FLOOR >� AREA J RLOOR SUBTOTAL GROUND 1 17,550 gF t7,930 SF TOTAL # OF FLOORS 1 - 17,550 SF TOTAL: 'Aws are codmatm only baae0 on vahmtnaryduaign. FlW Area does not fnqude alwator shafts, moOmMoet & 6400*0101rwasya 116 CORM" ny the CitY of MIWN. 8akwny aroa in not lnduded In tho Flow At". �J 01— Wi INTEA•O=FICE ?.I.:P.tOAANOU-%I Roberto Lavcrnia Chief of Land Development Division Planning and Zoning Department ohn H. Jacks n, ZPE Director Public Works Department December 13, 2000 Large Scale Development Review - Brickell Station I have received the Large Scale Development review plans for the Brickell Station project and have the following comments. 1. The west 10 feet of Lot 5 has been divided without recording of a plat. Replatting of the land may be required to create new lot lines. As of this date, this department has not received any documentation meeting the exceptions to platting contained in City Code Section 55.10. 2. The project appears to be divided into 3 separate and independent structures. Please be aware that a "Covenant in Lieu of a Unity of Title" does not legally divide the land without platting. The entire project must be developed as one building site or replatting of the land will be required. 3./Driveways must be located no closer than five (5) from the side lot line where they cross the se build' g" line. (Check driveway adjacent to Lot 18). The maximum drivew w' th is forty (40) feet unless approved by the Director of Public Works. Sta a City of Miami driveways shall be required. "Street type" entrances ;re not permitted. 4. All transitions from the established street profile grade to the building flood elevation must be accomplished on private property. Stairs, ramps, retaining walls, etc. will not be permitted in the public right of way. 5. The required distance for stacking of vehicles entering the parking garage may extend beyond the base building line. Required stacking must, be located �7J behind the right of way line. 6. All sidewalk and street improvements located under the Metromover must be approved by the Miami -Dade Transit Agency per County Code. . awittod It�ti� flit) ptihlir; roror Win V%1,111tri (.;uy Glcuk 01- 51.5 • • • • Roberto Lavernia Chief of Land Development Division Page 2 • December 13, 2000 7. A maintenance agreement between the City of Miami and the property owner is required for any landscaping, non-standard improvements and decorative: sidewalk treatment located in the public right of way. S. Approval and a maintenance agreement between the City of Miami and the property owner is required for the pavers located in the street right of way. 9. The street trees are object to Public Works Department approval and permit. Thmericans with isabilities Act requires handicap clearance for trees cated in public right, X way. Please verify that the clearance requirements right of way. 1'Insufficie t m cuvering space is provided for single unit truck loading spaces on privatepre�tty. Please refer to AASHTO design standards for turning radius for on site truck maneuvering area. 1 :'Parking stal mus e a minimum of 8.5 feet wide, handicap stalls a total of 17.0 feet wide. a minimum required back-up distance for parking stalls is 23 feet. All ar Ing stalls do not meet the minimum back-up distance requirement. This department has also reviewed the traffic study submitted for this project and has the following comments. The study considers the current traffic counts and calculates the future traffic flow by adding the trip generation rates for the Brickell Station project to the current counts plus a 2% per year growth rate. The report does not include traffic generation from any other approved and proposed development in the South Miami Avenue/Brickell Avenue corridor. Our comments, therefore, will be limited to the data presented in the Transport Analysis Professionals study. ;3trhm1thld Into ovi publin roco(d Irl COMIQ 'iforl itsarn I� . on •-1"7z4/N �.A�rtlter 1=o�r;iur s (.'icy Clens 01- 515 • • Roberto Lavernia Chief of Land Development Division Page 3 December 13, 2000 The Florida Department of Transportation and the Miami -Dade County Traffic Director must review the traffic study for the following intersections to confirm the improvements necessary to mitigate any increase in traffic volumes. 1. S.W. 1 Avenue and S.W. 13 Street (Coral Way) 2. South Miami Avenue and S.W. 13 Street (Coral Way) 3. South Miami Avenue and S.W. it Street 4. S.W. 15 Road and S.W. 13 Street (Coral Way) Since S.W. 8 Street and S.W. 7 Street serve this development with access to I.95, this department recommends that the following signalized intersections be included in the traffic study presented to the State and County. 1. S.W. 8 Street and S.W. 1 Avenue 2. S.W. 8 Street and South Miami Avenue 3. S.W. 7 Street and South Miami Avenue Over the last several years, this department has reviewed no less than eight major use projects in the Brickell Avenue/Brickell West area. The traffic studies presented for these projects all conclude that each project individually will not reduce levels of service at the street interscctions in the Brickell area. We again recommend that the traffic study for this project and subsequent projects be updated to include all approved projects in the Brickell area. Additionally, a comprehensive traffic study of the entire Brickell Avenue and Brickell West area, including all of the major projects proposed for the area, should be requested form the Florida Department of Transportation through the Metropolitan Planning Organization. '3Ie JHJ/ TH/Be tj1 w c: Ms. Ana Gelabert, Director, Planning Department Mr. Muhammed Hasan, Miami -Dade County Public Works Dept., Traffic Engineering Division be: Civil Engineering Central • :iUtJtllltt�Cl 111:0 III;) pUMIC rov,ord In 00rtr'00 to l Vilth R01117. till Wallor i:oninari City aurk 01 - 51.5 • 0 • 0 0 0 0 BFRICK\I NADP<�C3 USc F=V1�\IT KV BRICKELL PARTNERS LIMITED 800 Brickell Ave, Suite 201 Miami, Florida 33131 •,C.; �.. ; J.�1�^,'aJ1 C' :saki •s/3�7aiks Ito �.}.? � _� � - . �r - ARCHITECTURAL DRAWINGS A.00 SITE PLAN A.01 GROUND FLOOR PLAN A.02 LEVEL 2 PARKING PLAN A.03 LEVELS 3-8 PARKING PLAN A.04 LEVEL 9 AMENITIES PLAN A.05 TYPICAL FLOOR PLAN A.06 ROOF PLAN A.07 NORTH ELEVATION A.08 WEST EELEVATION A.09 SOUTH ELEVATION A.10 EAST ELEVATION A.11 ENLARGED ELEVATIONS A.12 E -W LONGITUDINAL SECTION 1 A.13 N -S CROSS SECTION 3 A.14 ENLARGED STREET SECTIONS A.15 3-D PERSPECTIVES A.16 EXISTING SITE PHOTOGRAPHS 1 A.17 EXISTING SITE PHOTOGRAPHS 2 A.18 EXISTING SITE PHOTOGRAPHS 3 A.19 ENLARGED PARKING DETAILS i.01 FLOOR AREA RATIO PLAN n, OPEN SPACE SITE PLAN LANDSCAPE DRAWINGS L.01 AT GRADE LANDSCAPE PLAN L.02 AMENITIES LANDSCAPE PLAN L.03 STREET LEVEL SECTIONS L.04 SITE FURNISHINGS MMUD • U • —SW f 1 rH ST.— + *.— aw MY VvEr --------------------------------------------------------------------------------------------------- -- ------------------------------------------- r�----------- ----- --------------------------------------------------- ------- —__--___ ---------------------------------------------------------------- ------------,-- --- -------------------------- I I I - .�k �_ n � —_c ?il ■ __■_ � i • ■ `ter. � ■ �� ' 1 8 ICK L.LIL E ROM R J i I I i I I f Kr 'as ro— he TI CAN INAV SIRIMP .. SW 12TH ST - - — 1 -4t ni _ _..=Kw"L FL00ll PLAN STATIG1i 1/Qli{�i� LEVEL.2 �� - - �Q3.JSc 7 Vwt._Or�1/h\QT i sraLk."1.. 40 -a. ■_� - - _ . �+A.:�'>..oas.X _ _ - {�_ „� ♦•_t nTt: �r�q ! �`1TTLJ .. .. .. _ :7d .?:.rafii - .. .. a70 Briekall Ave..Suite B01 _.. .. ... ... .. -- - � .. MAJOR ._.-. .. _ R RUSE SPECIAL-PERRIt :zarJc_ .. _ Piesi.,?laride 331,37.RE-SUBRZTtA@--•- _ .. RARCR 28. 21121. 0 0 0 SwilTHST — - — --------- — -------------- --------------------- I ------ — -------------- — ------------ — -------- ------- ----------------------------------- — -------------------------------•------------------------------ -- ----------- ---------- -------------- ----------------- ----------- ---- -------------- -------------------------------- - A, -------- — ----- — ----------- Mr— War PAMM o.. Ve r I F S LEY -9 �PARKIMG "3 b. II SwilTHST — - — --------- — -------------- --------------------- I ------ — -------------- — ------------ — -------- ------- ----------------------------------- — -------------------------------•------------------------------ -- ----------- ---------- -------------- ----------------- ----------- ---- -------------- -------------------------------- - A, -------- — ----- — ----------- Mr— War PAMM o.. Ve r I F SW 12TH ST m mysmor —..# S LEY -9 �PARKIMG "3 b. ------------- k: T- Ac. -O" A013 Orickell Ave. Suite 291 44464 .USE SPECIAL eUMIT *E- SRI-YAL 33131 MARCH 21, 2001' SW 12TH ST m mysmor —..# S LEY -9 �PARKIMG "3 FLAW 07:3 ------------- k: T- Ac. -O" A013 Orickell Ave. Suite 291 44464 .USE SPECIAL eUMIT *E- SRI-YAL 33131 MARCH 21, 2001' • • I �LLI li VER i SW 11TH ST. - - ------ ---------------------------- - - - -- --- - - - - - - - ---- --.. ._ _._, - - - -- - _ _ -- -- - - - - ' ---------------------------- ----------- - - - ----------- ------ --- ---- ------ --------------- - ------- :^-^- Rnm _ I / �' rrusn ■t /PMT 1 i .ro. ' I ' RA- ll It 22 EL %_i:_.__ Aamm sc,' \' i C t.,rEjJ' • 1�. �• .1 w t I • �' •� _ .RLj IN- _ i.,.jLAM - i tt vi LAS, w� ',R SW 12TH ST E3rM=f <OL -L- .WTATtON MIXWO _ _ VSs= i�cV�L_Or�1/IcNT . ... ...- - - - -• 200 2�Ickdl Ave. Suite 201 .. - Nisei. Florida 33131 - LEVEL 9 -AMENITIES PLAN ll LEi;..• . _ «.-oma - - •� � � 04 UAJOR USE SP-Ci4L.P£RfCT WE-SUR-AITTJL MA9C4 2d. 2TM 0 0 0 sw 1177f sr. ------------- _' ----------- - - ---- - ------- - ---------- - ----------- . ... . .... . ............. ------ r'rx� ---------------------------- - - - --------- - ----- - ----- -------------- - . ...... --- — ------ — ------ -- — ---------- ------- ---- ------ ---------- - ----------------- ----------- — -------- ------ — ------ - --- – ----- : --------------------------- ------ ---------- – — --------- 71 El WJF -A 4m, I If ton -it. SAW Im to In low. >.>fMm -JWW p BiRICKtLL[ !7 MIFiROMVER $TATIt IMR. to amt., Laasv-...SMUSNF. Ar. mv. mv Anw. EL tMAF J.m t 1 f € ; 1 +u •; r Its tr7t -7 sw i2in sr All $3FRI=KML.L. M-rA-MOIN -MiXimm TYPICAL 'r�Ax' AR' k -5. LJWM =MVmL.C3F=mIWINIr SCALIt 1* 401. SRU-CKELL PARTNER., E RAMt. USL -SPECIAL PUMIT 400 lOrkkoll. Wo. Suits IGS, niomi, 111*'Ids 31133. iE-SUBRITfAL SINCH 26, -eclat SW 11fNST. ,• --------•T ;: •SaiT-'�- rr .__r« «___ __________ -____r--.««._ .____._ _______ _ _ -. _______ ____ -` --_-_-__---__-.... - _._..-- .. _.. T •••••fffff��""' _ y ----------------------- ' }r. r+. 1 1 � T . ^1 •1 - _ rir�� 1 y . i �•. r "�: �. -' -��r �� - . .. .. . . • .Y:p •L_.r+ww.«rrw - - _ _ _ _ -_- .�L:�.....J'^al L - -. _..•AI►''-.. _.. ..JAI' I'4R�_SO $Vd SW 12TH ST 1 1 ` TATtQ\t iNllrtiti�i L '- ' ��. T � ;: _ z• - �RooF pear• stio4 `-: y, t..iSc �cVZek�.Ot�i1/tw iVT :ca�.>: �- • a�.•_a• IT tP TTS r' .. i78l 4-j"r, i,IGi. ^L. s _ - • •'i ::,• . - .. IOl` k1skR11 /Vt. Suitt 203 R1J4R',IISE'IPtCI4L ECRQRit. -. .. rm'�hY'w • - r .:-. .... �"-. - -, '_' . �•!: -':. - • •' ..- -. - ' -- - - 1014411. PLO@ a 33131 -• k - BIRCH 28. 2Q01 • • wl� SQOd�OArt;9a/iO0 Mini Raf6.VfJf r>ol)mamm jJ7q JR•fT75 FAX wr�Q.'Yafm 0FRlMl-<WL-L . STATlC N MIXME3 KV BRICKELL PARTNERS LIMITED 70U 9-u4e11 Ave. Suite 201 ltdrt fla�idO 3313: 91H�B 0 MATERIALS LEGEND PANTED SMOOTH TEXTURE -1 ! CEMENT PLASTER FINISH COLOR MATCH GLASS (LT. AOUA) 1 2 ; C6� SMOOTH COLOR WHITE r— `3'' �R (MASSMEx Ywl ALUMINUM FRAME COLOR (GLAZINGA); CLEAR 4 FIXED AND OPERABLE GLASS PANEL COLOR (FRAME) GREY COLOR (CLAZINGY LT. AQUA / BLUE 5` ALUMNA STOREMONT DOOR COLOR (FRAMEx GREY COLOR (CLAZI4G)CLEAR ALUMNUM RAILNGS COLOR WHITE '^ METAL PANEL SYSTEM WRH METAL GALLS =7 COLOR WHITE FOR HORIZONTAL GRLLS COLOR CREY FOR VERTICAL GRILLS OR VICE VERSA $ METAL FRAMM COLOR : WHITE OR GREY SCORED PANTED SNCCO TO MATCH GRILL PATTERN g COLOR wt -m FOR HORIZONTAL PATTERN COLOR GREY TOR VERRCAL PATTERN NORTH ELEVATION /.►i w O i J ' SCALES I" = 50'-0" % ` MAJOR USE SPECIAL PERf+:T 2_-SUSMI-74 1AICH ?i. �,:!% 10 P:RIALS I CEMENT PLASTM PAKM SMOOTH TEXTURE 1 PMM COLOR: MATCH GLASS (LT. AOUA) 02 PAKrW SMOOTH TEXTURE CEMENT PLASTM FINISH COLOR WHITE 30 FIXED GLASS PANEL W/ ALLIMINUM FRAME COLOR F'RAND)., CLEAR COLOR GLka�� 04 FIXED AND OPERABLE GLASS PANEL COLOR (FRAME) GREY COLOR (GLAZING): LT. AQUA / BLUE C5) ALUMINUM STOREFRONT DOOR COLOR (FRAMEY- GREY COLOR (GLAZING)CLEAR ALUMINUM RAILINGS COLOR WHITE 07 METAL PANEL SYSTEM W17H METAL GRLLS COLOR WHrFE FOR HORIZONTAL GI*J-S COLOR GREY FOR VERTICAL GFA.Ls OR VICE VERSA 08 METAL FRAMING COLOR: WHITE OR GREY 09 SCORED PANTED STUCOO TO MATCH WILL PATTERN COLOR WHITE FOR HORMOINITAL PATTERN COLOR GREY FOR VOMAL PATTERN left; Al� - kei. tlortd,* 331-3 W—F • 0 sw ts-,dw Jac 2.6 mo rwea XMIT Feu Mainz m axJ m•rasrw wr�-�rtmm 0 0 6 STA 7, ll=\i MIXOM Lima =avML-0F=1/IM*,*-4-r KV BRICKELL PARTNERS LIMITED aaa 8—k.11 Are. ;..t. 2a& 1,4— florid• 331!t MATERIALS LEGEND PAINTED SMOOTH TEXTURE 1 ; CEMENT PLASTER FLASH COLOR MATCH GLASS (LT. AQUA) 2`.CEMENT PAlfrED SMOOTH TEXTURE PLASTER FMISH COLOR WHITE $� COLOR -ASS PANEL GREY / ALUMINUM FRAME COLOR (GLAAZMO)- CLEAR 4 FIXED AND OPERABLE CLASS PANEL �' COLOR (F'ir AM A GREY COLOR (GLAZING): LT. AWA / BLUE 5 ALUMINUM STOREFRONT DOOR COLOR (FRAME): GREY COLOR (GLAZTNO)CLEAR ALUMMUM RAILINGS COLOR WHITE METAL PANEL SY8TEm WfTH METAL GAILLS 7 COLOR WHITE FOR HORIZONTAL CRLLS COLOR GPEY FOR VERTICAL GRILLS OR VICE VERSA `$ METAL FRAMING COLOR WHITE OR GREY SCORED PAINTED STUCCO TO MATCH GRILL PATTEMY 8 COLOR WHITE FOR HORMWAL PATTERN COLOR GREY FOR VERTICAL PATTERN SOUTH ELEVATION p . (� Q :ULE: 1" < 50'-0" A V 7 MAJOR USE SPECIAL PERMIT .RC-SUlrlTfAL IARLH 0, 2001 • 0 0 • 0 _ vv ETA taoxrrrunhc �iTb1f7d14Y MRlCK63L-i... 95TA-ri0iN4 MlXWi7 uma =wvmL..oF=lnmN-r KV ORICKELL PARTNERS LIMITED A00 4eckoll A,o. %.it* 20L Rta i. I'lortAA 3313L MALS LEGEND PAINTED SMOOTH TEXTURE c 1 CEMENT PLASTER FMH COLOM MATCH GLASS (LT.AQUA) PAINM CEMENTPLASTERFiDp�SH� COLOR WHITE COLOR OR (�FRAMEP W! ALUMINUM FRAME COLOR (GLAZINQ): CLEAR �.J � AND PE GLASS PANES. COLOR GL LT. AOUA /SLUE s� ALUMMM STOREFFIONT DOOR COLOR (FRAMER QREY COLOR (GLAZING)CLEAR ALUMINUM RAILINGS g COLOR WHITE CMETAL PANEL SYSTEM WITH METAL ORLLS COLOR WHITE FOR HORIZONTAL GRILLS COLOR GREY FOR VERTICAL GRILLS OR AM VERSA COLOR: Wt4m OR GREY SCORED PAINTED STUCCO TO MATCH GRILL. PATTERN �9 COLOR WHITE POR HORIZONTAL PATrM COLOR GREY FOR VERTICAL. PATTERN EAST ELEVATION ScACat t- . Sot -O" - A.10 MAJOR USE SPECIAL ft"ll RE-SUSRITTAL MARCH 24. 2005 0 • 0 scalwaft boom 1Reeiftobi t m 3MIM Ts ew.A�tode -- MATE30ALS LECEM oil I 1 ` J. 71 Aaw --- t2 i�aRT1eAI `lw CO. P Ba a !•aLWILUMMI =J3RlaamotCLEAM - ; • t L - C PCD�OD AND CCPW*B& 0L+t99 PMQ 1 CCLORy(yClit�al6�?y��AtIUA I alE I I ' 1 � t. i > toltw tHAt•14tGLEAM on Wce YEMA %CTAL MAMBO CRdEY ��/l Y f l �. 901®PIIf1ED>�IM7W fJ!<1PA'C10N { ,i `POR/9M1CN.P,I 1�pN� Ll L 'III 1 •�, ' , +11 - ♦ •� 1 � I� t T i X n ENLARGED DETAIL TYP. ELEVATION PODIUM y T2 ENLARGED DETAIL EAST ELEVATION - RESIDENTIAL TOWER -- 20 -----o, /`�/ (�)ENLARGED DETAIL TTP. ELEVATION - RESIDENTIAL TOWER -ccut: t'u- . t --o- ENLAR6ED DETAIL TYP. ELEVATION - RESIDENTIAL TOWER arZICKWLL.. WTATlC2N MIXWC3 :.Jssin Caw V w L_=F=Mi=yT KV BRICKELL PARTNERS LIMITED d3C Brickell Ave. Suite 201 Miae1, Florida 33131 ENLARGED ELEVATION _ J� ■ SCALE: T" - 501-0- f1 MAJOR USE SPECIAL PERMIT RE -SUBMITTAL MARCH 25, 2001 �La � 20 -----o, /`�/ (�)ENLARGED DETAIL TTP. ELEVATION - RESIDENTIAL TOWER -ccut: t'u- . t --o- ENLAR6ED DETAIL TYP. ELEVATION - RESIDENTIAL TOWER arZICKWLL.. WTATlC2N MIXWC3 :.Jssin Caw V w L_=F=Mi=yT KV BRICKELL PARTNERS LIMITED d3C Brickell Ave. Suite 201 Miae1, Florida 33131 ENLARGED ELEVATION _ J� ■ SCALE: T" - 501-0- f1 MAJOR USE SPECIAL PERMIT RE -SUBMITTAL MARCH 25, 2001 �La 49 � n I - - NMI �1:•. fAM Ni♦f_ �1i�4 T) _f�N, 'A I _ _ 1 II111I 1'A'R�� 1.MlD b al+r.,ara ,�uuaas. s - - a3arx rar x plM..ass 6 i �ww.n Aifrr:: a.7llrA W. •:'x fat...s+ �r•,a r. xs 1 Y•�Yyi 1 NYH♦i f.-lWlSf f -�.1:'.='.:.x.� _ --_ �•�3'..��::.- _ :lits ,Oft � ILMt._ - • - - • .yP! v�o_ ua O a.11 «per ,1� .IM. f - • _ _ _ � _ � _ _ _ _ - _ � - - _ ..•. - _ _ _ . � •MVAn� a T IUM ,R'f LLYS. . - - - •� xK „VWaE 0.W ,QO w uMAt 4ilM�i�jMM �—'r • I I - _ _ -.- _ -_ _IY k I.rQ M . ♦IAPE'1 AWDM rAaM. =7F YMK. Ylp Wf iH•,f I I ,u•� �IMl• Yl1•K. - ra._ ; • AN WFRi=rrKWL—L—WTA-MOWN <MM —, E—W LONGITUDINAL A, SECT. 1 A,12 114 1D� �.i�� CV��OP2�/7C`V 7 \�•/ SMIE: 1- 50'-0•• I`1 S}IiwLfAfASlf970 a.a.nxv+j" KV BRICKELL PARTNERS LIMITED .yy3.%,.fzIt1 E0U Bric.rll br• Suits 20: MAJOR USC SPCCIAL PERMIT RE -SUBMITTAL (JM)712Y95 FAV nia.i. n.rida 33131 MARCH is. 11001 w �J Inas, a et...itei �„uxla T1h:�BTi '' a a a r< .asiBfo�>a e w Re..mri w unw-a a M.a �v-- (H1t b mow:—d1- - � sa.ea.i �•-a s ettv..ar�i� ;res a a '�■I�e_ .r' mfv tw-V 9umm amDoo-,t rJR.�ar� roux r Y01 MtC h Lmp � �rK � El .. •Av.a�s uw.� a b War.wri w uva• • yqa yT - _ 10-L' —A • • f�p�rf YA�X 9 K.P,r '♦ LR.�-f N169 • .S .�. RAv.H♦e - '�rac am♦." 9 ua - • e mo C7 !pliisalAl• awme ��AiwaTa+ f.►>al>fin+x Te (ITy Vk"75 FW •MAM"Now WFR1='r<W ,..-L WTATlO" illtIXW= KV BRICKELL PARTNERS LIMITED BCC 3►1C19011 Ave. Sesta 201 Riau, I1911Aa 73131 N -S CROSS SECTION 3 $CARE: T- : 50'-0" - A.13 RAJ*x NSC IPCCIA6 PCRnIT RC-SUVITTAL RARCN 20. 2001 .v. II ■ — — ■I� e w - r .e! II■�,� '�■I�e_ II■�� —,I�©s II■�, ��■I�e_ .S .�. MEME WFR1='r<W ,..-L WTATlO" illtIXW= KV BRICKELL PARTNERS LIMITED BCC 3►1C19011 Ave. Sesta 201 Riau, I1911Aa 73131 N -S CROSS SECTION 3 $CARE: T- : 50'-0" - A.13 RAJ*x NSC IPCCIA6 PCRnIT RC-SUVITTAL RARCN 20. 2001 . 0 0 w METRO MOVER STATION METRO ROVER STATION COMMERCIAL -- �_ I ifs%, i i - BRSCKELL-STATION COURTYARD 3 ENLARGED DETAIL SECTION - SW 1ST AV. COURTYARD � scree: 1ne• • �•-o- -_4ETRO MOVER STATION I i 1 , (� EKLAR6E0 DETAIL SECTION - SY ISI AV. OFFICE `. � SOLE! t,11' : �'-0• �� STRUCTURAL SEAR ENLARGED DETAIL SECTION - SN IST AV. RESIDENTIAL Sulo 110• - 1•-0• ARQ1!3FVl=KWLL �I 1�A�tT{WO —' ENLARGED STREET SECTIONS A 14 `W-rA-MCM Lamm c3m Y =—L of=lNAm �i i S"LEt 1/16- s 1•_0" tdwear�eaarRo + �+ KV BRICKELL PARTNERS LImrTED USE SPECIAL P[RN2T pOR JI?t1r7 R3.RAJOA �a4alaw e00 iritecrll lve. Seita d03 Miami, FW,ida 33131 R[-2{IBtI2T1AL - TARCN RB, 1001 0 0 NORTH-WEST PERSPECTIVE a BMiCKcl_L_ WTAN41XME3 - Lisa 1' avmL_OF.,?IIB?l4T t 6 VIEW FROM METROMOVER SIDEWALK VIEW OF SHADED COURTYARD %\ 3-D: PERSPECTIVES A A _5 0 0 I E-1 VIEW OF METROMOVER ENTRANCE ALONG SW 1ST AVE 0 VIEW OF SW 1ST AVE TOWARD METROMOVER STATION VIEW OF EXISTING PEDESTRIAN CROSSWALK VIEW FROM METRORAIL STATION TOWARD SITE i0FR1=F<ML—L— W-rA-r1C3a'-4 sM1XMC3— EXISTING SITE PHOTOS STING 73 sou wrsc"tj A�, :Ulte 10;. 1A401t USE SPECIAL PERMIr SUBRITTAL �J� :�',t•a a"r 1 it�y7. '�- .,;�+'d f � x'- ^ ""�' .y,, � �+.,k1>?{�., .� Dou»LE wHi!'!~ res � NOTE: k : s s ki. 8' PAI *IdCONCRETE SHALL HAVE MWIMUM GO1�Aft�FtESsIVE'MENGTH OF 3000 ft AT, 28.OAY IONCiiiiUDINAL RUNFC*CING SHALL b q_ 5 REBAR'S. GAi VANI2ED.+ `3 8.5' r r'r .,t-' `,. ��`})s x .. w ' •�("��r '�'i4� N` }�1 e 3 {�..y}�• ,� 4 � �,; k Plitt .�CAttt tONC t:TE MMEE4.tTOf oETA2 ., ..,t „ .,.�'t,>, a; ��'S '=a ,;: ,. , q STANDARD. 1►ARK2Ni ttAll m r+;, -.n.,' ,�a •:rr; �_;, ... ,...... , .::, r',: '`,..'• v, >••'�.,`..' A,.. n: a,,�4 :.F L Mt tl tptt �•44 ..ri+ ?' xS a' :."t .•rc� "I,Ar :'yam t � ,�c. wx+} y:. f;. � iu i � -yy � i s .' 2'r• �,�x s, ��L. .rt,. t. !r P 5+ t � �' is : J •{t'. to "'re ,wr, s z F�. r;�; ,S , - s ,id: - + r t� �: a��it'� • az.. v r 't..::- k .s .,,. :. ,... �� .::, er� �,� ay ��pr:,�•'. + ' } _ k°``Y 4Y; .:. _. ,r • a t '.:� ! ,�r �, k H �' Sys, fy,L� ,�� P STOP �,,,,,;�y �,a.,. ,�, � RECAST CONC. 'WHE �»3 5 CONIC. SID�NiktJ4 " s".. .. 5�.*,3., ',`'r•<'`, s.::;r, . , ,. ty�•;•Fa a,,.,�q'' b SEE•�E PLEpIIiIS I EETSIGN x,.' .i4 rerfi, fs, >s i•rx��`3 ,[ ''} D AI - A. - , < , „• a .r ... OVERHANG t Qii RCI STANDARDS t f A fy1V E3� ,AL ,,}.fie (/►//� _ a ♦ • ♦ T'AC'�iLE SUE2lI'ACE' ' - i PANG BY D�ABIED o .?: az ✓ s�7SiYs'Y{ .� a `y Yw "r'. .S" i �', i k PENT M I #K rm4 y� �. LACK<.� i int , t.i �?,x><::y f CKWV [['1�0�^1 AWAY toes � 4 � !A1C Iil� -1V .v�c'� 't,,,h,7t�J'W 4: 4z• '�- Y,''s ° a a " 5x Y } 4'a` v4,y a �3 1 k 7 { v,pv,''t� r ,�,. .1 yxz �k •, NOTE: SIGN MUST BE PASTED AtVp tr t¢:,''., j' •v:M 7 1'[ ~ h • 4r+ t TttE BOTTOM OF THE 5tGt My `t' H DICgPPED SYMP( r, •asr } aNQ_ S7�L STRIPPING w BE AT 7'-0" aBove GRAt)E , /,r. ,. � r x; ;u z �%y�' ' ' PI11NtEp (SLUE ` ' k. �k y� �/qqnn YY, 3 N"y , .. 4£•.`r .: f k,=?,"tai�^ -F �• - "•';,.; t, j x. .. ti. .?' - .4 .,: W ...: p, ,4i..4 ,,... +{, ry ,, !.. , ,. ..rt,. ... .. .. �eL+. h Y..•y.�� j. ..... ,: ,F. .. q,,.'.i. ,e�' r. ... .: > .. ,. .. . _....- . _, .:.. 4�, i'ft .. k^ .."h .... �:+:,. . - L .. : • ..r, .. 'y': 1, "F�+' t >. _ , s �. . 5,�3'`+ .. .. t ., ., ., , .. _ s ,- ._ ., n ._ ,». fid•. , ;, .. ��'a�,,lav - @. . a - ♦ - w a. 0 r•. ,H.. i , .i*-. P� .sxY. "t4 sy •'�'` 'r1q. ,Qr •.tx. r •i �` } �, h' ya (.•. -, „' ... .. $ ..r.... ,.,:61..p,Y:, ,_ �� Y,n •.. f it •3 •.. -,& �..: +-, "e h , N. �.: ;P4 i.f. ,.r„ 4.. _ tCKHa.a_ STA'�"tON M �1:[k : �L.�'�' .�<. S _k._• r .e 3 r. s .• ,V' .., Y'. ,.._ > .. ,x ..:. .:.,its s. .. + .. -r, � ..A 1 kTt.t '• - 4. r`: "'.i._..- `+�....y-yam�• -� _.�_:. a,:,'•:. F_ y'i�`1 . :•' .. ,. +.r...=. .. _<. .... •, +'-. T/ ,: H.l,-;., Nt1AM►A :�wr yW' ....,L ..{s. ,,..,c .. ,,. z..:q ,'�'k1i�P; ,' -�r..t ... .'.moi:'.»»d.- s "': • s _ r. ::'.:..:. 'c .i Y„.t r^:. .' ........ _ �3aP ��/y �n U TCKE I TNZ t.r -i�f 3• I' R.r\LISV -K n.+._ 'ai+'!" .. ?•',-n ..: .e r ..at -.'*..-:..r :-.. AR ntI►i g ., _. ..<-- _.,... ^,, :.._ 9:5= �'' "'.lOO�M'ttkgl Rw. f01p�i01 - _ - d '%. -... RLd:NRRIT:7k ■rr■��■ .. . �, :.* 7�,t„ . r', «• .a: - - _ °s., s � _ �1� 1.. ♦Tortd� 733!1 _ Q3Rd1'_Ah• i0bi . _ ,.•; 0 r] L Ii BRICKELL IETRORAILI STATION I PROPERTY 0 PROPERTY LINE r i, INEXCATES GROSS LOT ARFA FAR = 8 TOTAL 147.= SF FAR RESIDENTIAL = 6 TES WT LOT ARM ee 00.744 SP rI `l0 z:NPXA FAR NON-RESIDENTIAL = 2 4i -MOMAMIXOM FCOWARE RATIO PLAN -WPR=KWL.L. WrA 44 Us= KV- B?Zi: 'E;- i�AXTNEXS 1 li ZTED Ll _1 41 use Ma lrtckwll Avu. Suite ROX. SPICIAL 'A" C: • 0 i sw firirsr — ._.,.,� _ - -- - - -- - ---- — - - .--------------------------- c / � ri:> �y : y'�%• �i7.T% i i . , i i //�J/�/moi �y / II .� � �� - �'� /Y" .r ri %%'/ i/��•/, //%3' .tea � i� � /,! J'•f, r. . / —T- ER T --R ,y`! -- 7 - - ' ; sw 12wsr AMENITIES LEVEL 91111KIvv sw 11n1sT. J J �. - - -- - - r- - ---- ------------ -- — .• _ __.___ ___swmur_srr_---------------------L- ______. -------------- 1 SS 1 '�` �, i . I ,` �- i � III �. d.r• li �\�I .yam �t--,^,'. 1�• �„ �t,, ••�� M, L---~ - - - _- - -- $w 12THST STREET I_FVEL OPEN AREA: 19,526 SF AMENITIES LEVEL OPEN AREA: 74,351 SF STREET LEVEL NOTE: BUILDING AMENITIES LEVEL DOES NOT INCLUDE ELEVATOR SHAFTS, MECHANICAL & ELECTRICAL I STAIRWAYS. I• 10 IWIMST —let— ZONE FOR GARDENS: MAHOGANY CANOPY VWTH _SqRUoS. GRCUND COVER UNCER PUBLIC SEATL14G TPRINAXPALIMS WITH -.'iRUSS-GR 9 f5 j AT GRADE PLANT LIST t• COVER UNDER +Uu 7 w PEDrSTRIAN UOW U 1 L U) yak - 1NWmTwvI;Ipqx CONCRETE UNrr PAVERS IN FLI(TURES _rArmmlmw.Lff ALTERNATING BANDS OF COLCR 0 Ice tululy 4rmlkpmm =asp. I - ,RAR ryt wntN.*mrwA 3GR ----- qWMARM" P SIDESTRAN LIGHT —RaS rA lsowkm TX AT GRADE PLANT LIST NOTES PJAMCM0 ALL LOMMIM ~MU INW(M SVWMORMW =16=WAL LYFALOWA CANOPY WTHSHRUSS-GROUND COVERUNDER PMESI RIAN LJGW F of ONE MAHOGANY CANOPY 41� t; VWn4 SHRUBS + GROUNDCOVIERLINDO� GONCIREM UNrT PAVERS IN ALrMWTIW. BANX OF CO' M AWNING OLrD00 OWING ul 1� Lf T L .7 mc,"m SWI27UST Two 7 w yak - 1NWmTwvI;Ipqx .117F _rArmmlmw.Lff tululy 4rmlkpmm =asp. I - ,RAR ryt wntN.*mrwA 3GR ----- qWMARM" go~ rA lsowkm "Www"va —228 IQ% ru,ml.1 r __ •OlYlO01YMMtJGfS vmffm 1c^ mftvv�,"mw ilk lwjon&fflmm,n % Irx NOTES PJAMCM0 ALL LOMMIM ~MU INW(M SVWMORMW =16=WAL LYFALOWA CANOPY WTHSHRUSS-GROUND COVERUNDER PMESI RIAN LJGW F of ONE MAHOGANY CANOPY 41� t; VWn4 SHRUBS + GROUNDCOVIERLINDO� GONCIREM UNrT PAVERS IN ALrMWTIW. BANX OF CO' M AWNING OLrD00 OWING ul 1� Lf T L .7 mc,"m SWI27UST 0 '-------- SHRUBS AND GROUND COVER UNDER /VINES ON WALLS 60 ]/ 36 - LIVE OAKS WFTM� .SHRUBS AND GROUND / !COVER UNDER I VINES ON WALLS ! / ` ' | i | |' �| ' ' | ------__-- _--_-----_-__ ___-_ '�' • • • s. a `s r - - ':fir• uwaa�e 'r SECTION ONE NTS SECTION TWO NTS THE SNREE S OF BRr-KFLL VIUAGE Aiir_ CHARACTERISTICALLY SHADED BY LARGE CANOPY TRF..E`.,. OFTEN PLANTED N CUTOUTS W THE PAVING WITH LOW SHRUPS AND GROUNDCOVERL . WE PROPOSE THIS METHOD OF PLANTING " FOR SW I M AVENUE. PEDESTRIAN SCALE L3r4fT FOM IRE^ ARF FROPODSED TO AUGMENT THr STRFET LJCHT14G IMEY WQL HELP TO CREATE A MORE VIZI ACF_ LXF SCAT E. WHERE THE PEOPLE MOVER PASSES OVER THE PUBLIC SIDE- WALK IN BRICKIIL VILLAG,r. SHORT, =.LOW CROWING, PALMS ARc USED. AGAIN. OFTEN Wt -,H CUTOUTS IN THE PAVRCG WHICH ARE PLANTED MM LOW SHRUF.S AND GROUNDCOVER. PUBLIC SEATING Iv AL SD tNTRODUCFD WE HAVE USED rtas MODEL FOR THE PROPOSED STREE -5CAPE DEVELOPMENT ALONG SW I I at STREET. THE RETAIL EATWG. ETC.. LSTABUSHMIENTS IN THE VKLAGE OF FEN SPILL OUT ONTO THE SIDEWALK THEREFORE. WE ARE INDICATINGAZONE AGAINS-7 THE BUILD1 VG W WH" THIS SAW KIND OF AC-TIVITY COULD OCCUR, WITHOUT SLOCKTNGCIRCCRATHML USE sGOU:D R4CLUDF CUTD,MiR DI4 1NG, M_�r IZ+ANDI_4W. ANDPLANTING. AWNINGSCOULD ALSO BE PRDVIOED l I SE I Oth STREET SE 1st AVENUE SF 1st AVFNt1E SE 1st AVENUE 70rofiIlll 7.11 ' ' w viler r . p � -T . T�)YI�•L . i M T �^ � •� r�. .I�f1Mlc �: THE SNREE S OF BRr-KFLL VIUAGE Aiir_ CHARACTERISTICALLY SHADED BY LARGE CANOPY TRF..E`.,. OFTEN PLANTED N CUTOUTS W THE PAVING WITH LOW SHRUPS AND GROUNDCOVERL . WE PROPOSE THIS METHOD OF PLANTING " FOR SW I M AVENUE. PEDESTRIAN SCALE L3r4fT FOM IRE^ ARF FROPODSED TO AUGMENT THr STRFET LJCHT14G IMEY WQL HELP TO CREATE A MORE VIZI ACF_ LXF SCAT E. WHERE THE PEOPLE MOVER PASSES OVER THE PUBLIC SIDE- WALK IN BRICKIIL VILLAG,r. SHORT, =.LOW CROWING, PALMS ARc USED. AGAIN. OFTEN Wt -,H CUTOUTS IN THE PAVRCG WHICH ARE PLANTED MM LOW SHRUF.S AND GROUNDCOVER. PUBLIC SEATING Iv AL SD tNTRODUCFD WE HAVE USED rtas MODEL FOR THE PROPOSED STREE -5CAPE DEVELOPMENT ALONG SW I I at STREET. THE RETAIL EATWG. ETC.. LSTABUSHMIENTS IN THE VKLAGE OF FEN SPILL OUT ONTO THE SIDEWALK THEREFORE. WE ARE INDICATINGAZONE AGAINS-7 THE BUILD1 VG W WH" THIS SAW KIND OF AC-TIVITY COULD OCCUR, WITHOUT SLOCKTNGCIRCCRATHML USE sGOU:D R4CLUDF CUTD,MiR DI4 1NG, M_�r IZ+ANDI_4W. ANDPLANTING. AWNINGSCOULD ALSO BE PRDVIOED l I SE I Oth STREET SE 1st AVENUE SF 1st AVFNt1E SE 1st AVENUE 70rofiIlll 0 0 0 a 0 CONCRETE UNIT PAVERS PEDESTRIAN LIGHT FIXTURE PEDESTRIAN POLE + LIGHT uRmKV.BRiCKELt NE S- t3 -E 0 TRASH RECEPTACLES SEATING L. SKETCH OF BOUNDARY SURVEY to rest. to rill am (tell. Pried POG ([semi fl lecke "at 7mm am OeDrimscA"- SW 11 th STREET � s66 a n" AMM Wass mew fr.Pf a •. w • blow 4---= = r-- _ rpt.-+tc-..=- _ =�•r` -ZIM - _ _ �- P.. t...4 It) + ,- iMoor) - 9/ all I aJf m�7h I Ii 2 rpt t 1 ! !' I z 1 s I I! W x 7! 4! 2!_ s ii> ! I i x' i • Q i 1 ( 'moi I !W M -02L4 W 11aOM- W ad Jj I sere C{ ION ~ ad q. a to 17 is 9 i 2a j 21 I :2 ! 13 1 :4 I I O 1 ! ! ! I ! ! I 1 !ta•tst 12th STREET GMPHW $L'MZ i F PDIr 1 I .reef R AM CALf3a<'iM& about t . ttSM FL IL Pr CN i • 710! K fL Pownt 3 . MV0 s4 iL poral . • no tante ft. Sumnt Psteel A : W as fL is.wnt hrul 11 • 74 st (L I." CiSCltPlig2 Prs1a C itr MI t. 1wl .f L.1 S. tet, of -t }_ flat r. OCT f Klid, urm wt.i t. Lw .1st IMrwf a," waw in 111.1 fat a $I Pate q r IM Pall. acwa o W.W-70. C.vet7. •Ir•e Ira$ 2 lot 9, Mat OL Wt 6 Most MJMalr� is tool ►Io I1Ntfef n Flan" In Pill a" 1.1 F,6, of .1 N. owl I. belts at Alar-Ow1 Covell. Florida l.ewl 2 Late 6 go" is iNlnlw. $140 AL -:if Or 01401 SWR -.dl .s t. to #)at two s n�tm t1 Flat M1ar 9 a P.7 el N tM /%1114 %lata al lk@UU. bwit. of Iat 13 1-141 feta dlaId too 1,417 we MtleYtrl7 ta.rtaa a f11fam; hoo, .1 IN 1er_lwet cai al old AL M tloa boa wile ar4r 10' Fal .Nary to. wrN flood or tate .at q IN . %osteo .1 :Lm fest u a "Ht ef Ut..aauaoi At" i%, %st ill 0 Lw MI 1m Iwi .1 rid Lot it, )%•obit •ao w1Y dt•:IraD' E.04 fro rr1 Iles /tab ML 140 IMan L sr d 1st f0 Ir L411tsa• M t M flab I. a Fill .f imw"ctiw Ott IM SsG Iles al IM MMm t iD Nal of ."1 ell Ul '.of Nor. r.. Tat. 7rd• LY owl oloq to 1wa Will arIn L tD rest .E all lO le 1.. alto" at It Is feet u Mint M -at.. . creat, cw.• t. to left t►.wt rola SmMto.Iwt, .Iary to r. at late clef.:% woo.. to Aa left Noted a real. O '110W f Off taw a "Mr.: x11. eI r"r 2r. 1. a are fistator N II Lc flat l4 ala u lnt.,wllse O1. t'.. tlnl (fee r 1111*114 a thetas•r1. $both Owl: top awl boa. tai Mal lift N a1f Let IO 1...111eee..r A A fat '.. the )milt at 6ry;sNr.6 Punt k :el 17. alas 116 C:11 of dla.l SWM %.waled 1. the 'let ($rat a warts :. Plot ball D N load, 41 of th. Pbwl. Aa.6 N alt" -dM Calif. Ptrl.t truer Parte at 'al ,wt •f 94 Mt :IC Int .4 U% I0 l4 71.1 M, C17oo rs ditsi =rA "rdin bio Ut 0:84 Itivea a'wraw I. i.1 bila D at No 41 of 1t► •war= tl Ila1-0fa Caw,'. r!.IA, wly ora tertki,1rir a•w'low Z1011t,as at tee 11L""t cr.r N told I* 1:t tbdrr role Ibis I7*43rW Go .:ay 1e. fres I4.f said tet 16 b 0 4f 111rw..1 9 m tail to do Pale! ef 6rlYl.t I*- w1 i 0.1% or or w rest w.. N 4 . • M r.. .t ail ►at a lr t aiotsvf O 3L03 tool 1. • .%moot, •.les, room f=ile 2r ID':tr awl 1. . Il earl, .0 t• is low to . Nal: t1•..e'w19.16 tr4s :0' M$ 1. flat- ,f 1136 rat u a wt.t .f _,rote,.a.. .-Imp, alga. aleavel, t. U. S."deati tows Its Soollrol►11 algal Ito re a1 all ares. )rlry t rata M !2111 feel wall will. •alto of wer le. IV r eoc dolls% W Milo rest to a nut than felt %o u 7rla• w Mt Ir a diw.ly. of Le 'ol t. tY. Pai.4 of 3od.rlet ta•ad Portal I fat ort w 00 VOL :i feet M _w 11 i. flan It OA 9 Wal $W^a .rdl.d la tai list tw m ts r.vat 1. not 'beet 1 a Ped. 41 0f to M11a bar= M dim_ boo 6atf, nbo1K airy tan 3WtlaluiP dnr:aw ts lefistsl cowls, .1 lee IW tt wl war of red at 'A, I.- - 11.!0 0 -or if .al ailed t.1 owt. lin. of toed tat M I. a gest%%% at IS m Iwi t. lie Pala .1 lev al.rr. tars. tortilla awl. ores. le tt. ala[ the seen I lw o1 ria tet a far a dlataaw .f 411, 00 Ml to . fo:.L; Hews boa fool Or V. 7r tat for 4 dials.. of 7.11 cat to a and a a tree twat to A saWweL to. [er, ef ala mws Ilau LITIT r- rat or" end met; than no Atw•nlr.p oats Ila we of oto owed, was a tales of Ina f.a towel a eaftd sloe ad vilr0:. M a we alrtar. N do." Mt to a swat tlale bow %we or t6'K Mt /r a Out a M. ZL a tar to the Mw of Iq.ataM1 At7Ml:l0 M 31RCIa to 19 'AV IMA} TWX -_MR lot 414( Gm. am= .1 $1.1 Of PtRMW to 11at. 0;1 9 OBOOF 3 K. 9914N:.11i Sc.622 111 tar .Ilia •)wont 'N ta�s'S.ft[t .i IidrMrr 7wwi ddr rrr.r . [: Iw:ct:. ,' A. or..a :tot %area. ..•.:� tow p..It 0 I.r.l .a w)told aI -,I-wi °"• µ• -mi:.d awl eme:446" It wt.rllr bea. eC.r p,ah [ v %14.4.1 'ar. so Wit 6'.w of a F'.r'ww .-4w SPt, Ill 'Igemsld to it, a: •,.Yr, It f tilt'. 1*•:Y r .mr1!ttt......mer Ma _ 211. ami- ;•lees. It Iplaws :[f.. 1.. Carol ..a a..,;b b Pea. t..w. aar.[rr .Nes Y=aw 1.4r a tea t-oo 11 9%t0v S warm. lr1.Q we blood r la molow - idoL two too Swl► riot .f .a It. at so tet, Sbelt save ol.th T'.i is, tool 91.•ollw1. n I",.$ f. 0117 of Mai 3 -he IN- tai tstw 9" fllaw tow Of low am • Cit} .t dlaal {wan r.. of Ira 1111111 Pt all tow a... flow I...o in tie tlromat C.- of tho :.Iwfatlr of 17 w Lwo y :I Itth ttraot. . i.1W I=t. bill auowl Flat ;we We Ute .a fair flared%, Co..-( 1p Paal r taml CIMd aOaw .alt ea ellatlee drW of 33AIIIA adli.Iw >r 'M FI!w itolw 3.fr''-I . wall ea Da.• 7.wl.s.wtL wli.aue 'a• aw•fn ~.%" :WA too. Wa.ad .I14i. 2w'Ir 14%1 troll. Plot -".am 1. Plot ant .I o'Ao 41 .$(ad awls .. c:7 W Li tat IMM to olw a..a a A L IDM'M % tM If Esti Ilfwa re N .r•wnta .tld c• tai f-..1 :ad all flat It CST. if Gent. ^orf ow be rwrlttiw tel attest The ts.O.Pant 2eteetl.l If IA. wart ar•p.17 at olatla.r wr.w So 7a►)wl he•.i► ..rrld" swe.% .o. 4tal.N t.tola Ik M war. rat Me. Int wtwm Plant.'Y ar'r feao:laf Mewl ..w atmi.9 t.lefw a rU Libel 147 .weer1,,L a r tea M.11,09 ref 4. of .ai Lot is obetsia IM r, FctL tor, Ir 1.w. ♦let Istloas 1.4 area 1. tae•.[ hula 't' a'r. 7.0 Lblo l Htawll •m rwtrhlw !seta wI ever to P iiia S!,WL eaww:ttw letew t. It 19% hrwtr woe a 42111 $1r.e1 1 thr• r. w M7-joll 1 ttw too,. r tree sdww IP. M,"Wr n ter s*!at Pawlf boa to bwwr .1 Laid )'Jest „+ e. 0) rf me stroll It wads a•ttwm "bit,. blow w I.. PIr at all Cin w 41M1. 56.711 3.1, N. aw1•Re mloollea ef oafrOlr{ YII:I!Iw .w. Aa. eea:.let -ate of w Il.r .IerWWW bol: t!iw Ite apple. t• •aa wlatwaW 1P rani• a•I•tf.oar = r... ee we .,.W 'hr.ar- ie.ir• ee.. oet l.•• Iw.IN to tool). Id tee 7MCQU cltmm 11 M. a[t pmw !,"%I :.Idw or) . baee m 11:Ri lifll :tt,li.w of tee lemur it Ito Xf raow! artee. •:I N Neasst. lW. I. awl !' ;1. Wet. Mo $1rwt 110, .1 ••I w is t,o on:at9 wtl-1 el l.A O /.wr,b9..el.% 'I1, S.r.1r fit eel "Wo, atslr dl the fly$ N Cap ;lav is Lb 341 nT=31 •r too dl't:Wlta. .Ipw . $.! a Idea re Wes . -eras •t.t(a).. -tow fl7r N11" a raw aid tM CI!p el Fal tAlic Yee 3.�taal .tml.:ftl .t:a Stott. a!7tt et ell twattato 3"W'.w self of Cllb N Mer %tits a1.d1s Vee met twat toalr ;t9.r S. owl .Wmwm b1 Ila CI t1 of AIaL SI7N CNI'S:STIF:Ctt:ae t. !►1117 blrc,ltl Orae. Ill-, lass It/bo, arM 6 VOL Pal raw Near r:1:4 lrwaa. COW?.. .01S IS la =in flat -.At. '%#1.* 0 7=a.ert lt„at M to mor"? ata. a .ah It 1. so" .w "a (1) .0 .c..ar• -th 'ata• St.wrw Wall 7.M•ho..la'w (! AM to* 71 Lit trlao' ;"*tit actst:oat aI leatet tab to Rork. Loa rill..awl4las.. :to %Merl :$We" a `+d.R.b a e •taafN M Io ahem: Srl•1} .4 felferlawl Lrw}ws fa 1" tow 1; 1; a.rseel L u. sea) ,te..bos a mfatw •f stn amt km 1, effect a tM lala PI Ill• [.11ftnitem, tea ~too" WIAW 4.rttlim 1111 I., Pat dart ger tolallw r•wl:iry trots tla si=p a a•romou .rd ee !.. nw,.f to al wra Me .1 Wast• N.Wa Vvior.•em:I 1) flat %M. allri ija 3rd hef .mueor i.~potwJlolivalw.the lws Moodom w•a.wf to debtor QG7-i. Plr:a Adid.1 w.11•. Cdr, ~ =fault} at 9gnr $ILW. F1r'b blast. L ft. posou i k=lArm ' A1aa lewlL Ga. a wt wltsa�- •rNaol.-at W W.otr )lel Sloe of Flr1a %•Ito ro/A/.r P.9 too. whe Jot Ill: Seats ALTA/ACSM3 LAND TITLE SUKVE7 •rweeea 1a� KV BridmR Pmmms, Ltd 'LM" 8italult%qk\% VAL Assor.., , COwtfe.1.T%146 ZmGNV1es Pue4o4t13 su1NR9As r "It cwt wem 10.'..41.7.' • 130 H 22:4 raj awe - tol r. i S 'y.��•ID't� t t K esu led ( N.# PIW Seim !' ra s..M i w ', P Ito _ NR alit a Olga 17% 7 i PAM Z (Pt `alb l8 - lave 44.%11% at a1w Ei ML Iaaar is 3ai.rae 7m IM «fleld Hard On hie • : % We � wr. ' ares r 41a.rewa.r - ' PCI Point d leel•ra6 ` 1 PlttKii, i qi y Wwao Loa • 7 1 14 ! I PMM sn it s m% t y da w 1 76r1ai17 l9tr' i stat 7a SW P.. t...4 It) + ,- iMoor) - 9/ all I aJf m�7h I Ii 2 rpt t 1 ! !' I z 1 s I I! W x 7! 4! 2!_ s ii> ! I i x' i • Q i 1 ( 'moi I !W M -02L4 W 11aOM- W ad Jj I sere C{ ION ~ ad q. a to 17 is 9 i 2a j 21 I :2 ! 13 1 :4 I I O 1 ! ! ! I ! ! I 1 !ta•tst 12th STREET GMPHW $L'MZ i F PDIr 1 I .reef R AM CALf3a<'iM& about t . ttSM FL IL Pr CN i • 710! K fL Pownt 3 . MV0 s4 iL poral . • no tante ft. Sumnt Psteel A : W as fL is.wnt hrul 11 • 74 st (L I." CiSCltPlig2 Prs1a C itr MI t. 1wl .f L.1 S. tet, of -t }_ flat r. OCT f Klid, urm wt.i t. Lw .1st IMrwf a," waw in 111.1 fat a $I Pate q r IM Pall. acwa o W.W-70. C.vet7. •Ir•e Ira$ 2 lot 9, Mat OL Wt 6 Most MJMalr� is tool ►Io I1Ntfef n Flan" In Pill a" 1.1 F,6, of .1 N. owl I. belts at Alar-Ow1 Covell. Florida l.ewl 2 Late 6 go" is iNlnlw. $140 AL -:if Or 01401 SWR -.dl .s t. to #)at two s n�tm t1 Flat M1ar 9 a P.7 el N tM /%1114 %lata al lk@UU. bwit. of Iat 13 1-141 feta dlaId too 1,417 we MtleYtrl7 ta.rtaa a f11fam; hoo, .1 IN 1er_lwet cai al old AL M tloa boa wile ar4r 10' Fal .Nary to. wrN flood or tate .at q IN . %osteo .1 :Lm fest u a "Ht ef Ut..aauaoi At" i%, %st ill 0 Lw MI 1m Iwi .1 rid Lot it, )%•obit •ao w1Y dt•:IraD' E.04 fro rr1 Iles /tab ML 140 IMan L sr d 1st f0 Ir L411tsa• M t M flab I. a Fill .f imw"ctiw Ott IM SsG Iles al IM MMm t iD Nal of ."1 ell Ul '.of Nor. r.. Tat. 7rd• LY owl oloq to 1wa Will arIn L tD rest .E all lO le 1.. alto" at It Is feet u Mint M -at.. . creat, cw.• t. to left t►.wt rola SmMto.Iwt, .Iary to r. at late clef.:% woo.. to Aa left Noted a real. O '110W f Off taw a "Mr.: x11. eI r"r 2r. 1. a are fistator N II Lc flat l4 ala u lnt.,wllse O1. t'.. tlnl (fee r 1111*114 a thetas•r1. $both Owl: top awl boa. tai Mal lift N a1f Let IO 1...111eee..r A A fat '.. the )milt at 6ry;sNr.6 Punt k :el 17. alas 116 C:11 of dla.l SWM %.waled 1. the 'let ($rat a warts :. Plot ball D N load, 41 of th. Pbwl. Aa.6 N alt" -dM Calif. Ptrl.t truer Parte at 'al ,wt •f 94 Mt :IC Int .4 U% I0 l4 71.1 M, C17oo rs ditsi =rA "rdin bio Ut 0:84 Itivea a'wraw I. i.1 bila D at No 41 of 1t► •war= tl Ila1-0fa Caw,'. r!.IA, wly ora tertki,1rir a•w'low Z1011t,as at tee 11L""t cr.r N told I* 1:t tbdrr role Ibis I7*43rW Go .:ay 1e. fres I4.f said tet 16 b 0 4f 111rw..1 9 m tail to do Pale! ef 6rlYl.t I*- w1 i 0.1% or or w rest w.. N 4 . • M r.. .t ail ►at a lr t aiotsvf O 3L03 tool 1. • .%moot, •.les, room f=ile 2r ID':tr awl 1. . Il earl, .0 t• is low to . Nal: t1•..e'w19.16 tr4s :0' M$ 1. flat- ,f 1136 rat u a wt.t .f _,rote,.a.. .-Imp, alga. aleavel, t. U. S."deati tows Its Soollrol►11 algal Ito re a1 all ares. )rlry t rata M !2111 feel wall will. •alto of wer le. IV r eoc dolls% W Milo rest to a nut than felt %o u 7rla• w Mt Ir a diw.ly. of Le 'ol t. tY. Pai.4 of 3od.rlet ta•ad Portal I fat ort w 00 VOL :i feet M _w 11 i. flan It OA 9 Wal $W^a .rdl.d la tai list tw m ts r.vat 1. not 'beet 1 a Ped. 41 0f to M11a bar= M dim_ boo 6atf, nbo1K airy tan 3WtlaluiP dnr:aw ts lefistsl cowls, .1 lee IW tt wl war of red at 'A, I.- - 11.!0 0 -or if .al ailed t.1 owt. lin. of toed tat M I. a gest%%% at IS m Iwi t. lie Pala .1 lev al.rr. tars. tortilla awl. ores. le tt. ala[ the seen I lw o1 ria tet a far a dlataaw .f 411, 00 Ml to . fo:.L; Hews boa fool Or V. 7r tat for 4 dials.. of 7.11 cat to a and a a tree twat to A saWweL to. [er, ef ala mws Ilau LITIT r- rat or" end met; than no Atw•nlr.p oats Ila we of oto owed, was a tales of Ina f.a towel a eaftd sloe ad vilr0:. M a we alrtar. N do." Mt to a swat tlale bow %we or t6'K Mt /r a Out a M. ZL a tar to the Mw of Iq.ataM1 At7Ml:l0 M 31RCIa to 19 'AV IMA} TWX -_MR lot 414( Gm. am= .1 $1.1 Of PtRMW to 11at. 0;1 9 OBOOF 3 K. 9914N:.11i Sc.622 111 tar .Ilia •)wont 'N ta�s'S.ft[t .i IidrMrr 7wwi ddr rrr.r . [: Iw:ct:. ,' A. or..a :tot %area. ..•.:� tow p..It 0 I.r.l .a w)told aI -,I-wi °"• µ• -mi:.d awl eme:446" It wt.rllr bea. eC.r p,ah [ v %14.4.1 'ar. so Wit 6'.w of a F'.r'ww .-4w SPt, Ill 'Igemsld to it, a: •,.Yr, It f tilt'. 1*•:Y r .mr1!ttt......mer Ma _ 211. ami- ;•lees. It Iplaws :[f.. 1.. Carol ..a a..,;b b Pea. t..w. aar.[rr .Nes Y=aw 1.4r a tea t-oo 11 9%t0v S warm. lr1.Q we blood r la molow - idoL two too Swl► riot .f .a It. at so tet, Sbelt save ol.th T'.i is, tool 91.•ollw1. n I",.$ f. 0117 of Mai 3 -he IN- tai tstw 9" fllaw tow Of low am • Cit} .t dlaal {wan r.. of Ira 1111111 Pt all tow a... flow I...o in tie tlromat C.- of tho :.Iwfatlr of 17 w Lwo y :I Itth ttraot. . i.1W I=t. bill auowl Flat ;we We Ute .a fair flared%, Co..-( 1p Paal r taml CIMd aOaw .alt ea ellatlee drW of 33AIIIA adli.Iw >r 'M FI!w itolw 3.fr''-I . wall ea Da.• 7.wl.s.wtL wli.aue 'a• aw•fn ~.%" :WA too. Wa.ad .I14i. 2w'Ir 14%1 troll. Plot -".am 1. Plot ant .I o'Ao 41 .$(ad awls .. c:7 W Li tat IMM to olw a..a a A L IDM'M % tM If Esti Ilfwa re N .r•wnta .tld c• tai f-..1 :ad all flat It CST. if Gent. ^orf ow be rwrlttiw tel attest The ts.O.Pant 2eteetl.l If IA. wart ar•p.17 at olatla.r wr.w So 7a►)wl he•.i► ..rrld" swe.% .o. 4tal.N t.tola Ik M war. rat Me. Int wtwm Plant.'Y ar'r feao:laf Mewl ..w atmi.9 t.lefw a rU Libel 147 .weer1,,L a r tea M.11,09 ref 4. of .ai Lot is obetsia IM r, FctL tor, Ir 1.w. ♦let Istloas 1.4 area 1. tae•.[ hula 't' a'r. 7.0 Lblo l Htawll •m rwtrhlw !seta wI ever to P iiia S!,WL eaww:ttw letew t. It 19% hrwtr woe a 42111 $1r.e1 1 thr• r. w M7-joll 1 ttw too,. r tree sdww IP. M,"Wr n ter s*!at Pawlf boa to bwwr .1 Laid )'Jest „+ e. 0) rf me stroll It wads a•ttwm "bit,. blow w I.. PIr at all Cin w 41M1. 56.711 3.1, N. aw1•Re mloollea ef oafrOlr{ YII:I!Iw .w. Aa. eea:.let -ate of w Il.r .IerWWW bol: t!iw Ite apple. t• •aa wlatwaW 1P rani• a•I•tf.oar = r... ee we .,.W 'hr.ar- ie.ir• ee.. oet l.•• Iw.IN to tool). Id tee 7MCQU cltmm 11 M. a[t pmw !,"%I :.Idw or) . baee m 11:Ri lifll :tt,li.w of tee lemur it Ito Xf raow! artee. •:I N Neasst. lW. I. awl !' ;1. Wet. Mo $1rwt 110, .1 ••I w is t,o on:at9 wtl-1 el l.A O /.wr,b9..el.% 'I1, S.r.1r fit eel "Wo, atslr dl the fly$ N Cap ;lav is Lb 341 nT=31 •r too dl't:Wlta. .Ipw . $.! a Idea re Wes . -eras •t.t(a).. -tow fl7r N11" a raw aid tM CI!p el Fal tAlic Yee 3.�taal .tml.:ftl .t:a Stott. a!7tt et ell twattato 3"W'.w self of Cllb N Mer %tits a1.d1s Vee met twat toalr ;t9.r S. owl .Wmwm b1 Ila CI t1 of AIaL SI7N CNI'S:STIF:Ctt:ae t. !►1117 blrc,ltl Orae. Ill-, lass It/bo, arM 6 VOL Pal raw Near r:1:4 lrwaa. COW?.. .01S IS la =in flat -.At. '%#1.* 0 7=a.ert lt„at M to mor"? ata. a .ah It 1. so" .w "a (1) .0 .c..ar• -th 'ata• St.wrw Wall 7.M•ho..la'w (! AM to* 71 Lit trlao' ;"*tit actst:oat aI leatet tab to Rork. Loa rill..awl4las.. :to %Merl :$We" a `+d.R.b a e •taafN M Io ahem: Srl•1} .4 felferlawl Lrw}ws fa 1" tow 1; 1; a.rseel L u. sea) ,te..bos a mfatw •f stn amt km 1, effect a tM lala PI Ill• [.11ftnitem, tea ~too" WIAW 4.rttlim 1111 I., Pat dart ger tolallw r•wl:iry trots tla si=p a a•romou .rd ee !.. nw,.f to al wra Me .1 Wast• N.Wa Vvior.•em:I 1) flat %M. allri ija 3rd hef .mueor i.~potwJlolivalw.the lws Moodom w•a.wf to debtor QG7-i. Plr:a Adid.1 w.11•. Cdr, ~ =fault} at 9gnr $ILW. F1r'b blast. L ft. posou i k=lArm ' A1aa lewlL Ga. a wt wltsa�- •rNaol.-at W W.otr )lel Sloe of Flr1a %•Ito ro/A/.r P.9 too. whe Jot Ill: Seats ALTA/ACSM3 LAND TITLE SUKVE7 •rweeea 1a� KV BridmR Pmmms, Ltd 'LM" 8italult%qk\% VAL Assor.., , COwtfe.1.T%146 ZmGNV1es Pue4o4t13 su1NR9As r "It cwt wem 10.'..41.7.' • 130 H 22:4 raj awe - A Ira Mao of PIW Seim ra s..M CMIL 9 -Moo _ NR alit a Olga 17% Toltd R ileuW cr (Pt Rot - lave 44.%11% at a1w Ei ML Iaaar is 3ai.rae 7m IM «fleld Hard On hie • : % We � wr. ,x ares r 41a.rewa.r PCI Point d leel•ra6 ` tear Will, '•' y Wwao Loa P.. t...4 It) + ,- iMoor) - 9/ all I aJf m�7h I Ii 2 rpt t 1 ! !' I z 1 s I I! W x 7! 4! 2!_ s ii> ! I i x' i • Q i 1 ( 'moi I !W M -02L4 W 11aOM- W ad Jj I sere C{ ION ~ ad q. a to 17 is 9 i 2a j 21 I :2 ! 13 1 :4 I I O 1 ! ! ! I ! ! I 1 !ta•tst 12th STREET GMPHW $L'MZ i F PDIr 1 I .reef R AM CALf3a<'iM& about t . ttSM FL IL Pr CN i • 710! K fL Pownt 3 . MV0 s4 iL poral . • no tante ft. Sumnt Psteel A : W as fL is.wnt hrul 11 • 74 st (L I." CiSCltPlig2 Prs1a C itr MI t. 1wl .f L.1 S. tet, of -t }_ flat r. OCT f Klid, urm wt.i t. Lw .1st IMrwf a," waw in 111.1 fat a $I Pate q r IM Pall. acwa o W.W-70. C.vet7. •Ir•e Ira$ 2 lot 9, Mat OL Wt 6 Most MJMalr� is tool ►Io I1Ntfef n Flan" In Pill a" 1.1 F,6, of .1 N. owl I. belts at Alar-Ow1 Covell. Florida l.ewl 2 Late 6 go" is iNlnlw. $140 AL -:if Or 01401 SWR -.dl .s t. to #)at two s n�tm t1 Flat M1ar 9 a P.7 el N tM /%1114 %lata al lk@UU. bwit. of Iat 13 1-141 feta dlaId too 1,417 we MtleYtrl7 ta.rtaa a f11fam; hoo, .1 IN 1er_lwet cai al old AL M tloa boa wile ar4r 10' Fal .Nary to. wrN flood or tate .at q IN . %osteo .1 :Lm fest u a "Ht ef Ut..aauaoi At" i%, %st ill 0 Lw MI 1m Iwi .1 rid Lot it, )%•obit •ao w1Y dt•:IraD' E.04 fro rr1 Iles /tab ML 140 IMan L sr d 1st f0 Ir L411tsa• M t M flab I. a Fill .f imw"ctiw Ott IM SsG Iles al IM MMm t iD Nal of ."1 ell Ul '.of Nor. r.. Tat. 7rd• LY owl oloq to 1wa Will arIn L tD rest .E all lO le 1.. alto" at It Is feet u Mint M -at.. . creat, cw.• t. to left t►.wt rola SmMto.Iwt, .Iary to r. at late clef.:% woo.. to Aa left Noted a real. O '110W f Off taw a "Mr.: x11. eI r"r 2r. 1. a are fistator N II Lc flat l4 ala u lnt.,wllse O1. t'.. tlnl (fee r 1111*114 a thetas•r1. $both Owl: top awl boa. tai Mal lift N a1f Let IO 1...111eee..r A A fat '.. the )milt at 6ry;sNr.6 Punt k :el 17. alas 116 C:11 of dla.l SWM %.waled 1. the 'let ($rat a warts :. Plot ball D N load, 41 of th. Pbwl. Aa.6 N alt" -dM Calif. Ptrl.t truer Parte at 'al ,wt •f 94 Mt :IC Int .4 U% I0 l4 71.1 M, C17oo rs ditsi =rA "rdin bio Ut 0:84 Itivea a'wraw I. i.1 bila D at No 41 of 1t► •war= tl Ila1-0fa Caw,'. r!.IA, wly ora tertki,1rir a•w'low Z1011t,as at tee 11L""t cr.r N told I* 1:t tbdrr role Ibis I7*43rW Go .:ay 1e. fres I4.f said tet 16 b 0 4f 111rw..1 9 m tail to do Pale! ef 6rlYl.t I*- w1 i 0.1% or or w rest w.. N 4 . • M r.. .t ail ►at a lr t aiotsvf O 3L03 tool 1. • .%moot, •.les, room f=ile 2r ID':tr awl 1. . Il earl, .0 t• is low to . Nal: t1•..e'w19.16 tr4s :0' M$ 1. flat- ,f 1136 rat u a wt.t .f _,rote,.a.. .-Imp, alga. aleavel, t. U. S."deati tows Its Soollrol►11 algal Ito re a1 all ares. )rlry t rata M !2111 feel wall will. •alto of wer le. IV r eoc dolls% W Milo rest to a nut than felt %o u 7rla• w Mt Ir a diw.ly. of Le 'ol t. tY. Pai.4 of 3od.rlet ta•ad Portal I fat ort w 00 VOL :i feet M _w 11 i. flan It OA 9 Wal $W^a .rdl.d la tai list tw m ts r.vat 1. not 'beet 1 a Ped. 41 0f to M11a bar= M dim_ boo 6atf, nbo1K airy tan 3WtlaluiP dnr:aw ts lefistsl cowls, .1 lee IW tt wl war of red at 'A, I.- - 11.!0 0 -or if .al ailed t.1 owt. lin. of toed tat M I. a gest%%% at IS m Iwi t. lie Pala .1 lev al.rr. tars. tortilla awl. ores. le tt. ala[ the seen I lw o1 ria tet a far a dlataaw .f 411, 00 Ml to . fo:.L; Hews boa fool Or V. 7r tat for 4 dials.. of 7.11 cat to a and a a tree twat to A saWweL to. [er, ef ala mws Ilau LITIT r- rat or" end met; than no Atw•nlr.p oats Ila we of oto owed, was a tales of Ina f.a towel a eaftd sloe ad vilr0:. M a we alrtar. N do." Mt to a swat tlale bow %we or t6'K Mt /r a Out a M. ZL a tar to the Mw of Iq.ataM1 At7Ml:l0 M 31RCIa to 19 'AV IMA} TWX -_MR lot 414( Gm. am= .1 $1.1 Of PtRMW to 11at. 0;1 9 OBOOF 3 K. 9914N:.11i Sc.622 111 tar .Ilia •)wont 'N ta�s'S.ft[t .i IidrMrr 7wwi ddr rrr.r . [: Iw:ct:. ,' A. or..a :tot %area. ..•.:� tow p..It 0 I.r.l .a w)told aI -,I-wi °"• µ• -mi:.d awl eme:446" It wt.rllr bea. eC.r p,ah [ v %14.4.1 'ar. so Wit 6'.w of a F'.r'ww .-4w SPt, Ill 'Igemsld to it, a: •,.Yr, It f tilt'. 1*•:Y r .mr1!ttt......mer Ma _ 211. ami- ;•lees. It Iplaws :[f.. 1.. Carol ..a a..,;b b Pea. t..w. aar.[rr .Nes Y=aw 1.4r a tea t-oo 11 9%t0v S warm. lr1.Q we blood r la molow - idoL two too Swl► riot .f .a It. at so tet, Sbelt save ol.th T'.i is, tool 91.•ollw1. n I",.$ f. 0117 of Mai 3 -he IN- tai tstw 9" fllaw tow Of low am • Cit} .t dlaal {wan r.. of Ira 1111111 Pt all tow a... flow I...o in tie tlromat C.- of tho :.Iwfatlr of 17 w Lwo y :I Itth ttraot. . i.1W I=t. bill auowl Flat ;we We Ute .a fair flared%, Co..-( 1p Paal r taml CIMd aOaw .alt ea ellatlee drW of 33AIIIA adli.Iw >r 'M FI!w itolw 3.fr''-I . wall ea Da.• 7.wl.s.wtL wli.aue 'a• aw•fn ~.%" :WA too. Wa.ad .I14i. 2w'Ir 14%1 troll. Plot -".am 1. Plot ant .I o'Ao 41 .$(ad awls .. c:7 W Li tat IMM to olw a..a a A L IDM'M % tM If Esti Ilfwa re N .r•wnta .tld c• tai f-..1 :ad all flat It CST. if Gent. ^orf ow be rwrlttiw tel attest The ts.O.Pant 2eteetl.l If IA. wart ar•p.17 at olatla.r wr.w So 7a►)wl he•.i► ..rrld" swe.% .o. 4tal.N t.tola Ik M war. rat Me. Int wtwm Plant.'Y ar'r feao:laf Mewl ..w atmi.9 t.lefw a rU Libel 147 .weer1,,L a r tea M.11,09 ref 4. of .ai Lot is obetsia IM r, FctL tor, Ir 1.w. ♦let Istloas 1.4 area 1. tae•.[ hula 't' a'r. 7.0 Lblo l Htawll •m rwtrhlw !seta wI ever to P iiia S!,WL eaww:ttw letew t. It 19% hrwtr woe a 42111 $1r.e1 1 thr• r. w M7-joll 1 ttw too,. r tree sdww IP. M,"Wr n ter s*!at Pawlf boa to bwwr .1 Laid )'Jest „+ e. 0) rf me stroll It wads a•ttwm "bit,. blow w I.. PIr at all Cin w 41M1. 56.711 3.1, N. aw1•Re mloollea ef oafrOlr{ YII:I!Iw .w. Aa. eea:.let -ate of w Il.r .IerWWW bol: t!iw Ite apple. t• •aa wlatwaW 1P rani• a•I•tf.oar = r... ee we .,.W 'hr.ar- ie.ir• ee.. oet l.•• Iw.IN to tool). Id tee 7MCQU cltmm 11 M. a[t pmw !,"%I :.Idw or) . baee m 11:Ri lifll :tt,li.w of tee lemur it Ito Xf raow! artee. •:I N Neasst. lW. I. awl !' ;1. Wet. Mo $1rwt 110, .1 ••I w is t,o on:at9 wtl-1 el l.A O /.wr,b9..el.% 'I1, S.r.1r fit eel "Wo, atslr dl the fly$ N Cap ;lav is Lb 341 nT=31 •r too dl't:Wlta. .Ipw . $.! a Idea re Wes . -eras •t.t(a).. -tow fl7r N11" a raw aid tM CI!p el Fal tAlic Yee 3.�taal .tml.:ftl .t:a Stott. a!7tt et ell twattato 3"W'.w self of Cllb N Mer %tits a1.d1s Vee met twat toalr ;t9.r S. owl .Wmwm b1 Ila CI t1 of AIaL SI7N CNI'S:STIF:Ctt:ae t. !►1117 blrc,ltl Orae. Ill-, lass It/bo, arM 6 VOL Pal raw Near r:1:4 lrwaa. COW?.. .01S IS la =in flat -.At. '%#1.* 0 7=a.ert lt„at M to mor"? ata. a .ah It 1. so" .w "a (1) .0 .c..ar• -th 'ata• St.wrw Wall 7.M•ho..la'w (! AM to* 71 Lit trlao' ;"*tit actst:oat aI leatet tab to Rork. Loa rill..awl4las.. :to %Merl :$We" a `+d.R.b a e •taafN M Io ahem: Srl•1} .4 felferlawl Lrw}ws fa 1" tow 1; 1; a.rseel L u. sea) ,te..bos a mfatw •f stn amt km 1, effect a tM lala PI Ill• [.11ftnitem, tea ~too" WIAW 4.rttlim 1111 I., Pat dart ger tolallw r•wl:iry trots tla si=p a a•romou .rd ee !.. nw,.f to al wra Me .1 Wast• N.Wa Vvior.•em:I 1) flat %M. allri ija 3rd hef .mueor i.~potwJlolivalw.the lws Moodom w•a.wf to debtor QG7-i. Plr:a Adid.1 w.11•. Cdr, ~ =fault} at 9gnr $ILW. F1r'b blast. L ft. posou i k=lArm ' A1aa lewlL Ga. a wt wltsa�- •rNaol.-at W W.otr )lel Sloe of Flr1a %•Ito ro/A/.r P.9 too. whe Jot Ill: Seats ALTA/ACSM3 LAND TITLE SUKVE7 •rweeea 1a� KV BridmR Pmmms, Ltd 'LM" 8italult%qk\% VAL Assor.., , COwtfe.1.T%146 ZmGNV1es Pue4o4t13 su1NR9As r "It cwt wem 10.'..41.7.' • 130 H 22:4 SKETCH OF BOUNDARY SURVEY Ire.rNro rs;T.rw Int IOC Ur•ant'A•w ANl Mew 09 t SW 11 th STREET • a.^ \ ._ = r..� — ._.r «.. r — AIMS`0'T •isr-.� �r �. 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Suttr 2m- - f►,704 USE SPECIAL PERM? _ _ 1:„:. F;7r170 3333: - - _. 4E-SUSNITIAL m4R(H 23. 2001 - 01- 515 • 1060 BRICKELL AVENUE EXHIBIT II ECONOMIC BENEFITS STUDY IMPACT AND OTHER FEES IMPACT AND OTHER FEES: A. Development Square Footages: Square Footage 1) Total gross building area (with parking) 1,909,642 2) Maximum development area (FAR) 1,180,680 3) Residential F.A.R. 734,448 4) Retail F.A.R. - 248,393 6) Lobby area 8,976 6) Gross parking area 615,353 B. Impact Fees: Amount 1) City of Miami Development Impact Fee (Ord - 10426) $ 840,944 2) Development Impact Administration Fee (Ord -10426) 26,228 3) Downtown Development Supplemental Fee (Ord. 10401) 388,989 4) Miami -Dade County School Impact Fee 992,463 Total of all Impact Fees 2,227,824 C. Non4mpact Fees: 1) Miami Dade W.A.S.A. "connection fees" $ 813,074 2) Building Permit Fee 369,183 3) Installation Energy Fee 179,591 4) Major Use Special Permit Application Fee 30,000 5) Miami -Dade County Code Compliance 48,110 6) Radon Gas Fee 8,980 7) Fire Plan Review Fee 17,081 8) Ground Cover Fee 693 9) Land Use/Zoning 907 10) Zoning Review for Building Permit Fee go 11) Certificate of Occupancy Fee 250 12) Application Fee 35 Total of all Non -Impact Fees 1,487,944 Total of all Fees for Project 5,685,568 Source: City or Miami Planning, Building and Zoning Department. Miami Dada County Impact Fees 80fl'1 Und Into tho publitt record In cUft on,116 lon with Itern Olt WAftor Vbornan City Clerk 01- 515 • CR Cit • • DEPARTMENT OF BUSINESS DEVELOPMENT l� j, u� I �1� MAr! February 25, 2000 Mr. Victor Yue, A I A Arquitectonica 550 I3rickell Avenue, Suite 200 Miami, Fl. 33131 RE: Affirmative Action Plan (No. 009338) Dear Mr. Yue, A I A: Your Affirmative Action Plan for 2000 - 2001 has been approved. A copy of your Declaration of Policy is enclosed for display in a conspicuous location within your facility. This approval is effective until February 28, 2001. You should submit an updated plan to this office thirty days prior to the expiration date. 1n the event of a change in the firm's name, address, telephone number or dissolution of the finn, please notify this office. If you have tiny question, please contact Mrs. Amparo D. Cardenas at the address or telephone number indicated below. Sincerely, L Vincent T. Brown, Esq. Assistant Director a t U t3tN,4fir1d 1fdo th0 public; raoo0l 1 111 110111zoction with SAIAlter FOOH111ri (;Ity (.;lock o 01- 5 1. 5 0 IAM acapp'n. 550 9ricAell Avenue Suite 100 Moami florin 33131 ARO 305.377.181? far 305.371.1175 www.al..cam . , • Declaration of Policy In accordance with requirements of Miami Dade County Ordinance 82.37, Ordinance 98.30 and Resolution No. 1049-93, ARQUITECT0NICA INTERNATIONAL INC. affirms Its commit- ment to the submittal of an Affirmative Action Plan for the purpose of maintaining equal employment and promotional opportunity, with particular emphasis on the minority workforce population and the utilization of minority professional firms, consultants and/or suppliers. Bernardo Fort -Brescia, FAiA Principal Date: February 23, 2000 AROUIMC10MICA M COOW$$ Senior Vice President Affirmative Action Officer Date: February 23, 2000 Miami Dade drountyARepresei tingAu�CTItN Pi.AfV APPR IED B Date: a as o UuMmltiod into fila public rocoo In conn( -:^tion with W41tor 1~09111an city Clonic 01.. 515 • Interoffice Memo To All Employees From Laurinda Spear, FAIA Date February 23, 2000 Re Affirmative Action Plan Copies Dade County Affirmative Action Plan Declaration of policy - In accordance with Miami Dade County Resolution 1049.93, Ordinance 82.37 and Ordinance 98.30, AROUITECTON ICA INTERNATIONAL, INC. affirms its commitment to the submittal of an Affirmative Action Plan which has the purpose of maintaining equal employment and promotional opportunity, with particular emphasis on improving the Minority and/or Women work force population and utilization of 40 Minority and/or Women owned professional firms, consultants and/or suppliers. Victor Yue, Senior Vice President, is the firm's Affirmative Action Officer. He will have day-to-day responsibility for Implementing and monitoring our plan. The Affirmative Action Plan is available for your review during normal working hours. For review of the plan, please contact Anthony Rimore, Vice President. In order to ensure that all of our employees are advised of the Company's policy of nondiscrimination and our continuing commitment to actively and affirmatively providing equal employment opportunity, a meeting will be held with Department Heads and supervisory personnel to present the updated plan and discuss individual responsibility of the firm's management personnel in its implementation. Following this meeting, individual staff meetings will be held by each Department to discuss the plan and answer any questions. Subsequent to these individual meetings, the Affirmative Action Plan, as {part of employee orientation, will be discussed with new personnel. The Company will seek qualified minority -group applicants for all Job categories, including Blacks, Women and other minority groups by maintaining a close relationship with community organizations, local employment offices and professional societies regarding regular and new recruitment sources. In addition, the Company will establish and maintain contacts with colleges and universities, Sub,tnittod Into tho nubllc recufd In �anf,; ctsuri tviif� Item , .. an ,sem/.2_.. cr '7 WtilttUf• I`ooirlailt�rt city Clerk ©1- 51.5 • HT1 i Affirmative Action Policies and Practices Arquitectonica International, Inc. Introduction The employment policies and practices of Arquitectonica are to recruit and hire employees without discrimina- tion because of race, creed, color, national origin, sex, age, or mental and physical handicaps that do not interfere with job performance and further, to treat employees equally with respect to compensation and oppor- tunities for advancement, including upgrading, promotion and transfer, with particular emphasis on improving the minority workforce population and utilization of minority professional firms, consultants and/or suppliers. This Program reaffirms the continued commitment to a policy of equal opportunity and merit employment policies and encourages the maximum effort to achieve employment and utilization of the capabilities and productivity of our citizens and legal residents without regard to race, creed, color, national origin, sex, age or mental and physical handicaps that do not interfere with job performance. The Company further recognizes that the effective application of a policy of merit employment involves more than just a policy statement and has, therefore, undertaken a program of affirmative action to make known that equal opportunities are available on the basis of individual merit. We encourage all persons to seek employ- ment with the Company and to strive for advancement on Ihis basis. Dissemination of Policy The Company will take appropriate steps to ensure that all employees are advised of the policy of nondiscrimi- nation and the commitment to actively and affirmatively provide equal employment opportunity. For example: 1. All management and supervisory personnel will participate in a meeting to present the Company's updated plan and discuss individual responsibility for its implementation. 2. Other personnel in a position to implement this policy, including those engaged in recruiting, training and other personnel activities, will be fully advised of the policy and of their responsibilities with respect to enforcement. 3. Individual staff meetings will be held by each Department to discuss the plan and answer any quos - tions regarding the Company's policy of nondiscrimination and our continuing commitment to actively and affirmatively providing equal employment opportunity in order to ensure application of policies throughout the entire Company. 4. The Company will communicate Affirmative Action policies in such media as in-house publications, notices on bulletin boards, employee handbooks and orientation of new employees. 5. A copy of the Company's EEO Status Report will be made available to all supervisory personnel and these personnel will be advised periodically of the importance of providing full and complete equal employment opportunity on all jobs and in all phases of work. This includes an emphasis on improving the utilization of the minority workforce population. 6. A copy of the Affirmative Action Plan will be made available to all employees who want to review the Company's policy. As Equal Employment Officer for Arquitectonica, Victor Yue, Senior Vice -President of the Company, has responsibility for coordination and implementation of the Affirmative Action Plan. t3ubrnittod Into tho ptibile, recot frl cotil-o(Alon vflth 1hraltoi Fftomftn I"Ay Cleric 01 515 Narrative of Programmatic Activities and Goals Recruitment/Advertfeing The Company will seek qualified minority -group applicants for all job categories, including Blacks, Women and other minority groups representative of the community and will make particular efforts to incroase minority group representation in occupations at the higher levels of skill and responsibility. This will be achieved through: t . All available sources of recruitment used by the Company, including schools, colleges, employment offices and other sources, will be advised of the company's Affirmative Action policy and will be urged to refer qualified minority -group applicants. 2. Recruiting programs at local schools and colleges will include those programs which are attended by substantial numbers of minority group members. 3. Employment advertisements will include a statement of Affirmative Action in accordance with Dade County Ordinance 82.37, Ordinance 98.30 and Resolution No. 1049-93. 4. Where appropriate, employment advertisements will bo placed in newspapers which are widely read by and devoted to the interests of minority groups. The Company will also request appropriate minority group agencies to assist in the promotion of the Company's policy and will advise such groups of available employment opportunities. 5. Referrals of minority personnel for all job categories will be encouraged from present employees. G. In conjunction with professional architectural and engineering societies, the Company will participate in programs and seminars at local colleges and universities. This includes participation in Architec- tural and Engineering "mixers" at local colleges and universities which provide students with the opportunity to discuss careers with professionals, as well as lectures in marketing and business practices. 7. The Company will identify colleges and universlties that are attended by minority students in other locations in the United States and participate in individual prograrns for summer employment and professional recruitment. 8. The Company will provide tours of Its facilities for minority youths to better acquaint them with the actual working environment of the architectural profession. Hiring Procedures The Company will, on a regular basis, review job categories in which few minority -group persons are presently employed and seek to determine the reasons for this low representation of minorities. When necessary, remedial efforts may include actions such as: 1. Vigorous recruitment of qualified Blacks, Women and other minority group candidates will be initiated. 2. Scheduling of special meetings with appropriate management, supervisory and other personnel to discuss the Company's policy and the desire to ensure the utilization of qualified minority group personnel at all job levels. ::�llUiY11ri631S Into t{'1G.? IJllbllc rccovd In coano0fon veith itgrn fes_-fin,on _ Waitor Fooroan City Dolt 01- 515 0 0 Promotion Procedures Promotions will be made entirely on the basis of performance and achievement without regard to race, creed, color, national origin, sex, age, or mental and physical handicaps that do not interfere with job performance. All employees will have the opportunity to compete and be promoted in accordance with the Company's Afflrma- tive Action Program. This will be achieved by: 1. The Company will evaluate the placement of personnel and porformance in given positions. When an employee's skills, interest and abilities are not being fully utilized, an attempt will be made to place the employee in a more suitable job at the earliest opportunity. 2. Transfers of personnel at all levels will be monitored to ensure that consideration, as required by the Company's Affirmative Action Program, has been given to qualified minority group employees. 3. The Company will periodically reevaluate the qualifications of the lower echelon of minority -group employees to determine whether their skills and capabilities might be more fully utilized at higher job levels or would warrant their transfer to other types of jobs which more readily lead to advancement in accordance with Affirmative Action guidelines. Training Procedures Appropriate steps will be taken to givo active encouragement to Blacks. Women and other minority group employees to increase their skills and job potential through participation in available training and education programs. 101 Publicity/Internal and External The Company will include the use of an Affirmative Action Statement In both external and internal publicity to ensure that both the public and our employees are aware that Arquitectonica is an "equal opportunity em- ployer " This includes: 1. Company Brochures 2. Advertisements in Professional Publications 3. Advertisements in Community Publications 4. Classified Advertisements for Recruitment .iubrnitfod infra fi)c� Nub/1C 5. Employee Manual recti jn Coi)I!t)f;Nt)n trrtth 6. Project Manager's Manual EN��Ih)r l o�rnan Procurement Policies t%jh, (",folk The Company actively pursues the utilization of minority and women -owned businesses in the procurement of goods, supplies and services. Aquarius Press, a Wornan-owned firm, does all of the printing of our business cards, stationary and related materials. Suncoast Messenger Services, a minority-owned company, provides the majority of our courier 16 services. Lovables, a Woman -owned business, provides the catering for our business lunches, functions and special occasions. I've Been Framed, also a Woman -owned business, does all of the framing for our office. We also utilize ABC Blueprint, a DBE firm, for some of our copying needs, ©1— J J • Affirmative Action Goals Arquitectonica will continue to provide employment and opportunities for promotion to the minority workforce and all minority professionals. This will include: I . The Company will provide the opportunity to grow within specific disciplines and to gain an understand- ing of the business and marketing aspects of the profession. 2. The Company will expand its support of minority students in public schools, including summer em- ployment to provide an opportunity for practical experience in various professional disciplines. 3. The Company will maintain records and resource files on its EEO Programs. Continuous and ongoing research will be conducted to develop and implement programs for equal employment opportunities. Programs will be revised, updated and improved upon as required. 4. The Company is committed to the utilization of minority-owned businesses in the normal course of conducting business and encourages the participation of Minority Business Enterprises as sub -con- sultants and as suppliers of goods and services. 5. Prior to formalization of subcontracts on any project, consultants will be required, as part of our contract, to certify that the consultant has an Affirmative Action Program, in compliance with Miami Dade County Ordinance 82-37, Ordinance 98-30 and Resolution No. 1049.93, to ensure that equal opportunity is provided to all persons without regard to race, creed, color, national origin., sex, age, or mental and physical handicaps that do not Interfere with job performance. 8. The Company will continue to assist minority-owned architectural and engineering enterprises in busi- noss development, contributing expertise in the preparation of qualifications and proposals. Where appropriate, the Company will also serve as sub -consultant to minority-owned firms, thereby Increas- ing the overall strength of the Team. Specific Examples of Meeting Goals Representative of past efforts by Arquitectonica in meeting Affirmative Action goals are: Recruitment/Promotion of Minority Employees During the past year, the Company has continued efforts in the areas of recruitment and promotion of minority employees. We have contacted Regina Fulton at the State of Florida Office of Workforce Employment Opportunities (305.470,5627) which governs the Job Service and other subsidiary agencies. We have interviewed several minority students from Miami -Dade Community College for summer internships as well as full time employment opportunities as they arise at Arquitectonica. We also, as a matter of course, when advertising positrons, make known that we are EOE, in accordance with Dade County Ordinance 82.37 and we actively encourage Black, Hispanic and Female applicants for all available jobs. Suhmttt0d Into fho public: rocas irr 00"menVon t:vl, ar; . W1111e1' 1=oc intut f;ity Ucnk Oil- 51.5 The result has been an increase in the percentage of minorities and women on the firm's staff, including: • Promotion of an Asian male to Department Head and Senior Vice President for Architecture • Promotion of two Hispanic female architects to Project Manager • Promotion of two Hispanic male architects to Project Manager • Promotion of two Female architects to Project Manager • Promotion of a Female architect to Prolert Architect • Recruitment of three Asian males to a professional position in architecture • Recruitment of a Black male to a professional position in architecture • Recruitment of two Hispanic females to professional positions in architecture • Recruitment of a Hispanic female to a professional position in the 3D Imaging Departmont • Recruitment of one Hispanic female to an administrative position • Recruitment of two Hispanic males to administrative positions • Recruitment of an Hispanic female to a position in the Accounting Department • Providing two Hispanic males internship positions in the Marketing Department • Providing three Hispanic males an internship position in architecture Arquitectonica has also recently established internship programs with both Florida International University and Florida A & M University, with Inc express purpose oll furthenny the development of minority students in Miami -Dade County and throughout the State. With Dean William McMinn of FIU's School of Architecture, we have developed a program which will benefit as many FIU stu- dents as possible on a long-term basis. Several students per semester will be employed by the firm on a part-time basis to accommodate academic schedules. Unlike the entry-level draftsman however, these students will have direct interaction with project managers and the principals of the firm, who will mentor them while providing a base of practical experience. Arquitectonica is ready immediately to start this program, pending the University's final arrangements. At FAMU, we are in discussion with Dean Rodner Wright of the School of Architecture to establish a similar program for summer employment for that institution's students. Arquitectonica is also a momber of the FAMU Industry Cluster which is a program that provides partnering opportunities between industry and the school for the benef it of the students. Working Associations With Black -Owned and Woman -Owned Firms Arquitectonica has formed ongoing professional associations with numerous local Minority-owned and Woman -owned firms in many cases, these associations have included guidance in business development, the preparation of qualifications, planning of presentations and management of gov ernment contracts. These associations include: • The Architects Hall, a 138E Architectural firm • Architectural Design Consortium, a BBE Architectural firm • Allen and Associates, a BBE Architectural firm • ACB Architects & Planners, a BBE Architectural firm • Bellon & Taylor, a BSE Architectural firm .;ttkttitlffrtl Iitttr iit� public • Curtis + Rogers, a WBE Landscape firm roCoicf I►t t:ct t00d`lurt with • EAC Consulting, a BBE Engineering firm Ron)2 • Fraga Engineers, a WBE ElectricauMechanical Engineering firm -� of? • IMDC, Inc., a BBE firm "'f�ftCi' j -boill,III • LKG-CMC, Inc.. a WBE firm Ghy (:li;tfc • Laura L'erena & Associates, a WBE Landscape firm • Martinez Kreh & Associates, a WBE/HBF. Structural Engineering firm • Miami Non -Destructive Testing, a DBE materials testing firm • Weidener Surveying, a WBE firm • The f3ugdal Group, a WBE Graphics firm 01- 59.5 Minority 1UE Students In Colleges and Universities • Arquitectonica's Marketing Department currently employs two Hispanic students from Miami - Dade Community College. Minority students from both FIU and FAMU will benefit from pro- grams we have recently set up in coniunction with their Schools of Architecture. Contact was made with Nicole Ferguson (305.237.2356) of Miami -Dade Community College, Olga Magnuson (305.348.2423) and Wanda Zamora (305.348.6752.) of Florida International University, Maria Havon and Bertha Vasquez (305.284.6641) of the University of Miam , Leslie White (954.963.8866) of Broward Community College, Kimberly Banning (954.236.1220) of Florida Atlantic University and Danielle Fligh at Florida A&M University (850.599.3700). The Company is actively pursuing qualified minority recruits through venues such as the Slate Employment database as well as listings on all the abovementioned universities' job lines and/or websites. We are also investigating the use of JobTrak online as the most effective way to target the above institutions as well as over 20 others throughout Florida. Professional Organizations Bernardo Fort -Brescia, a Principal of the firm, serves on file President's Council of the American Institute of Architecture and assists in their efforts to expand the opportunities for minority-owned firms within the community for local projects, as well as work for federal agencies. Arquitoctonica is also a member of the Florida A&M University Industry Cluster which is a program that provides partnering opportunities between industry and the school for the benefit of the students. Community Organizations Arquitectonica has also become involved in programs sponsored by local community organiza- tions, including those related to minority groups. This has included providing In•klnd professional services and participation in community outreach programs. The firm has provided pro bono services and contributions to numerous community organizations Including: • Design and construction administration of Grove Point, an affordable housing project in Coco- nut Grove for the Local Development Corporation. • Design of Edison Terrace Low Income Housing. • Continued participation and monetary support of Grove Outreach, a program to feed the poor in Coconut Grove. • Full architectural services for Phoebe Morse Children's Home Society Building. • Design of the Learning Experience School. • Design of New World Symphony "Soundspace" visualization. • Design of fund raising package for the Lowe Art Museum. • Sponsorship of Miami -Dade County Public Schools programs • Sponsorship and services provided to the Special Olympics Summer State Games. • Mentorship and job training of a special needs student. • Sponsorship of the Association of Retarded Citizens of South Florida Swimathon for Project Thrive. • Sponsorship of the Miami Metro Aquatic Foundation. • Donation to the Miami City Ballet. • Donations to the New World Symphony. iii` fifrj' of.)s1 1rrt�o X ( trljr • Sponsorship of the Young Patronesses of the Opera. iEit,+t�Yt9 !fl r;Clfif7� rt r • Sponsorship of the Strike Force. i ,yn `' ' `,r2 Vehlr • Donations to the Hogar Clinica Sari Juan de Dios.oil �j7lal WQ11(3r' (`uc'Irlilrb (`lty (1101k 01— J Grievance Procedure The Aff ltmative Action Officer of Arquitectonica is responsible for ensuring that the principle of equal opportunity is communicated and understood throughout the Company and that all reasonable steps are taken to affect the realization of the spirit and intent of this principle within the Company. Ernployees are encouraged to bring to the attention of the Affirmative Action Officer all matters of personal concern, including those instances in which the employee believes that there has been unfair treatment. Program Reporting All employment and other related statistics and/or other records, relative to Miami Dade County projects, reflecting progress under the Affirmative Action Plan will be available for inspection during normal working hours to appropriate County government representatives. 01- 515 BRICKELL STATION ECONOMIC AND TAX IMPACT STUDY SUBMITTED TO: CITY OF MIAMI PREPARED FOR: KV BRICKELL PARTNERS, LTD PREPARED BY: SHARPTON, BRUNSON & COMPANY, P.A. One Southeast Third Ave. Suite 2100 Miami, Florida 33131 (305) 374-1574 February 2, 2001 IAZIYi�iCZ: iSItIUTFlifi0d Info ifi(3 put)lic record ill Connor, -tion with horn �7 _ on V?,�� Waller F'oemnn City clef& 01_ J 1.6 • • 0 U THE PROJECT OVERVIEW • TABLE OF CONTENTS EXECUTIVE SUMMARY Introduction Summary of Benefits OBJECTIVES AND DEFINITIONS Objectives Definition of Economic and Tax Impact Direct and Indirect Effects Measures of Economic Impact Description of Results DISCUSSION OF THE RESULTS BY ECONOMIC INDICATORS Impact Indicators Results of Indicators Impact of Construction Impact of Ongoing Operations Impact on Local Tax Revenues Analysis by Economic Indicators Employment Wages Output Local Taxes Impact Fees EXHIBITS Exhibit I: Summary of Economic impact Exhibit II: Impact and Other Fees PAGE 1 2 3 B B 6 7 8 9 9 9 10 10 10 10 11 11 12 13 14 Submttted into tho public record in Connection 40"R� on h Wader Foem� criy Cie* 01- 515 3 4f � i fs8�. '.^lq`!"�S yy,.rv}"'"sY "' '�Y t sa�''s"s�S�':'.,+t` t��"c'c. kd !'t r`'s7 4 .ki t ; r �,.d•+�r�&.+i, .& S• BRICKELL STATION PROJECT OVERVIEW tilt fit; �� h +� 't�� t � � � #� ,•, e � �e w > � . . � � k� � ti r ,� a�rk�rtd ? -� � %a` � . 4»S v,.vi y 4s�ri-rf ,t +`Y"2"Wr ns ,�., Aat k� y+,y, d* + } rk X,�' a F k..k r � aM rr ,fit F+'''.x,i..2� a e 5•� .a j mak. ' ty� ""Sy. a * ! lA r@ Y +e ,x -'L -`^yw* �-��.+yF ,r�,� Q,�;M1w�r,�,.*-ir•t..#�'�Z' ��_s� �. c. �t��'� .�'t3` �.'7•e� 'r t', rico fd, tyd' y dyY' Q tP44#'a # a Pubf �� to co n to an dT PAM 6, WOW FooMar, cityVie* t, 01 - gig • Q OROJECT OVERVIEW The proposed project consists of 520 Apartments units, 230,261 square feet of office space, 16,132 of retail space and a 1,555 car garage structure. This project Is located wrest of Brickell Avenue between SW 11 and 12 street, with a western frontage on S.W. I" Avenue in the city of Miami, Florida (the Project). The total lot area is 147,570 net sq. ft. (3.25 acres). The Project will be developed in two phases. Construction is expected to commence by fall -2001 to be completed by fall -2003. Phase I — Will consist of an residential tower with 40 floors and an office building, both positioned on the parking structure. The construction is expected to commence in the fall of 2001 and be completed within 24 months. The main components of this phase are 326 units of rental housing, 16,874 sq. ft. of retail and 230,261 sq. ft. of office space. Phase II — Will consist of a second residential tower with 37 floors. The second residential structure will begin construction in spring of 2002 with completion in 24 months. This tower will have 194 rental apartments. Brickell Station — Economic Impact Study Sharpton, Brunson 8 Company, P.A. Submitted Into the public record in connectlon with Item Ri-G al Walter Foeman City cleric Pages 1 February 2, 2001 ©1- 515 • o tL'F110Wya h r a y ,�{P'vr f'Ypi f +F�i v .f+f h�+i`3 ern '4.�' 7 } £f•e a A� n Y�'"v peal ; "m : 4 r : '�! ♦�'� s k k�� t�`�' �2 ��` '�.t �`� �` C'�3f 3 �t3u�, hi�r ��r Ni rY y, ay s't".�" ''� 4ta'� a�; 5 i j' � "tf Yip Y Ni n 4 Y 3 A tm "r i4 �Ff ..9, ems �Me. , k"'„y m'� �rr�iWan'r r+t '� "; apt Z "Sas. ;.�` ��"s J,r cif '}n �Cfr �- ��-��"4. a.� K�1� tl t+�,� •4 �.x -i`$.S•r, ��d r�us��y �v S � 4 L �`�a�"s.��.,��+, 1 + ,�, sy w* 53 e + WakerrFo. emen _ "- 01— BIB f Pow 0'Atoll"�i s� y rr`" ? .?`' BRICKELL STATION EXECUTIVE SUMMARY • o tL'F110Wya h r a y ,�{P'vr f'Ypi f +F�i v .f+f h�+i`3 ern '4.�' 7 } £f•e a A� n Y�'"v peal ; "m : 4 r : '�! ♦�'� s k k�� t�`�' �2 ��` '�.t �`� �` C'�3f 3 �t3u�, hi�r ��r Ni rY y, ay s't".�" ''� 4ta'� a�; 5 i j' � "tf Yip Y Ni n 4 Y 3 A tm "r i4 �Ff ..9, ems �Me. , k"'„y m'� �rr�iWan'r r+t '� "; apt Z "Sas. ;.�` ��"s J,r cif '}n �Cfr �- ��-��"4. a.� K�1� tl t+�,� •4 �.x -i`$.S•r, ��d r�us��y �v S � 4 L �`�a�"s.��.,��+, 1 + ,�, sy w* 53 e + WakerrFo. emen _ "- 01— BIB • • INTRODUCTION • This document represents an in-depth economic and tax benefits analysis of the developmental and operation of a first class apartment rental complex with office and retail facilities. The Project will have pedestrian access from S.W. I" Avenue, as well as vehicular access from SW 11 Street and 12 Street. The master plan currently contemplated for the site is comprised of a phased development of the following components: 0 620 units of high-quality residential. 0 16,132 square feet of retail. 0 230,261 square feet of office space 0 1,550 car parking garage. This analysis encompasses the entire Project and estimates the economic and tax benefits for both its developmental and operational phases. Submitted Into the public record in connection with item on � Winter Fooman City Qwk Brbkell Station — Economic impact Study Page 2 Sharpton, Brunson & Company, P.A. February 2, 2001 01- 515 • is &MARY OF BENEFITS The Project will bring significant economic benefits to the city of Miami (the City). This section summarizes the impact of the project on employment, public sector revenues and other economic benefits as a result of the development. Employment Employment considerations include the direct employment resulting from the Project. Average developmental construction phase employment will be for approximately 300 employees and the Project management is expected to employ 54 people for on-going maintenance and operations of the facilities. In addition, businesses leasing retail/office space in the building are estimated to employ 468 people. Wages To compute the wages associated with the new employment we started with budgeted data directly related to the developmental and operational phases of the Project, and we incorporated data from our research on retail sales. Total Direct and indirect impacts expected from wages associated with the new development approximate the following: One Time $58,041,347 Annual $24,535,617 Tax Revenue The estimate of the public sector revenues associated with the development includes taxes and other revenues generated directly by the Project. Although public 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 revenue expected to be created totals $3,790,298 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 responding within the City, we utilized a multiplier to compute total direct and indirect benefits. Total output expected to be generated, as a result of the developmental operational phases of the Project will approximate the following: One Time $254,514,604 Annual $ 56,470,50iubmltted Into the public record In ccnnr.c;;�a �.vith ItQm 12Z4 on Waller Foeman City Cferk Brickell Station — Economic Impact Study Page 3 Sharpton, Brunson 8 Company, P.A. February 2, 2001 01- 515 01— 515 :gib 0AWRY OF BENEFITS Significant Community Benefits: Jobs • Wages • Taxes a e Economic Activio Rssklents' and Retail/Business Office Employess' spending impacting Lown Businesses: o Food o Recreation/Entertainment o Transportation o RetaN Submitted into the public record in connection with Item Pte-- on Walter Foeman City Clerk, BrickeU Station — Economic Impact Study Page 4 Sharpton, Brunson & Company, P.A. February 2, 2001 01— 515 :gib 0 AMARY OF BENEFITS The following table and charts summarize the economic impact of the Brickell Station development: is Submitted Into " public record In connoctlan watt► item ,_ on VAV 41- Wafterr f=oeman City f. wk, 0 Bricken Station — Economic Impact Study Page 5 Sharpton, Brunson & Company, P.A. February 2, 2001 ©1-- 515 CONSTRUCTION PERIOD IMPACT ANNUAL RECU RING Economic Activity Stimulated Output $198,044,100 $ 58,470,504 Wages 58,041,347 24,535,817 Taxes 3.750.299 s2sa1A.604 ;a ea.796.aio Jobs Created 300 522 is Submitted Into " public record In connoctlan watt► item ,_ on VAV 41- Wafterr f=oeman City f. wk, 0 Bricken Station — Economic Impact Study Page 5 Sharpton, Brunson & Company, P.A. February 2, 2001 ©1-- 515 ti" R v •.n. yi �L �_ 4 k �'•-kwF✓W �s a`re,� y�. y� d�� '�k y.d � 1 J'�H .R.�i� �r '� ql ff.xtirt"Y i;. " •`�'F u.. � w i4� 4�uu1� h' e lsc$ z s ! A t y deY?� � f i•t 5 a'"3 ��5}.�. n� 14 r� v `� =f •� 1 Y a•.: • H .•.t 1r.�. � �Y�n !�x+l.�+i�� i ��l � `K,. y?�.rY•+� �9Yh 5� it �'� ��r�� N�..�P�'N,z r �5�•}�.^3,�� py, ,��r h .3 `3�y��N.41� �'�T� � 1 .. Y f� w axd�� BRICKELL STATION OBJECTIVES AND DEFINITIONS ti" R v •.n. yi �L �_ 4 � lrE 3 � ��j F � F. `k " •`�'F u.. � w i4� 4�uu1� h' e lsc$ z s ! A t y deY?� � f i•t 5 a'"3 ��5}.�. n� 14 r� v `� =f •� 1 Y a•.: • H .•.t 1r.�. .. Y f� w 01- 515 0 OBJECAS AND DEFINITIONS Objectives The objective of this analysis is to provide information on the various benefits created by the Project and to prepare an estimate of such benefits to the City. Our analysis is based on an economic model, which estimates economic and tax impacts of various projects on a designated area. The model is specifically tailored to the City of Miami (the City). Definition of Economic and Tax Impact The construction and subsequent operation of the Project will create important benefits within the City. These benefits include new income, new jobs, new tax revenue and new economic activity impacting upon every sector of the local economy. Moreover, through the multiplier effect of responding and reinvesting, indirect economic benefits are added to the direct benefits brought about by initial construction expenditures, the expenditures from ongoing operations and new spending at the retail enterprises. Direct and Indirect Effects The total economic impact of public and private projects and policies on a region does not end with the impact from the initial construction expenditures; the continued benefits to the local economy must also be considered. Income to firms furnishing construction materials and services is subsequently converted into employee salaries, material purchases, investment in plant and equipment, savings, profits, purchases of services, and a variety of other economic activities. Income to laborers is subsequently respent for purchasing of food, housing, transportation, entertainment, education, medical and dental services, clothing, personal services, and a wide variety of other goods and services. Furthermore, income to the governmental unit 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 modem society, no single area or political unit is a completely self-contained economic unit. Therefore, purchases from other areas and political units are necessary, and goods services are exported In return. As purchases are made from other units, some of the benefits of economic responding 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 to insignificant sum Is left. Submitted Into the public Brickell Station - Economic Impact Stud rOC - l" Page 6 Sharpton, Brunson & Company, P.A �tas�t 2 on Weller Fooman February 2, 2001 City Clerk 01— 515 11111Yxzir • OBJECSS AND DEFINITIONS • The indirect effects can be viewed as a set of "ripples" in the economy. Indirect, like direct, resources require labor, materials, equipment and services for their production to induce further job creation and spending of wages. The "ripple" of the indirect effect multiplies the original impact of the purchase. The common measure of the magnitude of the "ripple" effect is called a multiplier. A multiplier measures the total magnitude of the impact on each particular economic indicator as a multiple of the initial, direct effect. For instance, a multiplier of "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. There will be significant economic benefit derived from the expenditures of the residents of the Project on eating, drinking, grocery, recreation, retail etc. This report does not include the economic impact of such expenditures. Measures of Economic Impact Various measures can be used to indicate the impact of a policy or project on a region. Specifically, for this study, they are the increases in local employment, wages, tax revenue and output that result. Definitions of these measures are as follows: i Employment is measured in full -time -equivalent jobs. o Wages include wages, salaries, and proprietor's income only. They may Include non -wage compensation, such as pensions, insurance, and other fringe benefits. Wages are assumed to be expended by households in the area at which the wage-earner works. ❑ Local taxes include additional revenues from both ad valorem and non ad valorem assessments. ❑ Direct Exasnditures 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. a Output describes total economic activity, and is essentially equivalent to the sum of direct and indirect expenditures (exclusive of wages and taxes). 9t1brnl14ed-Into thn-PUMIc -- Brickell Station - Economic Impact St�*,Ord In conne^s'i''01t with Page 7 Sharpton, Brunson & Company, P.A. item on JU49-b February 2, 2001 W;_Ittor Foeman city Cleric 01-- 515 0 OBJEC&8 AND DEFINITIONS Description of Results For the purpose of describing the total economic benefits of the Project, the related expenditures and economic activity stimulated have been broken into two categories: 1) Developmental 2) Annual Recurring Qeveloomental expenditures include those expenditures related to the design and construction phase of the Project and related amenities. Huai recurring activities stimulated are those expenditures incurred in connection with the ongoing operation of the Project, and the sales and expenditures of the retail enterprises leasing space at the Project. • Brickell Station — Economic Impact Study Sharpton, Brunson & Company, P.A. Submitted into the public recol in connection witi-, Item on .4 4 --f d Waiter Foeman City Clerk Page 8 February 2, 2001 01— 515 GrTs#'Oil '�4t*'eyi'3 iyT' i2rl G x y^jZf x�xiw(Edt�r iV FSrwh77, n a yy)) r BRICKELL STATION DISCUSSION OF THE RESULTS BY ECONOMIC INDICATORS GrTs#'Oil '�4t*'eyi'3 iyT' i2rl >s kfi tS H yr*, ,.T` 4 �,� p r'tl ^�.s 4,p, a k `7 -2 s4isa; k ;r � '2t taa #'�f "a it id�h " k 3":az4't��.v i'^igair^`'ti�a"^'` �'e.?t�Czf i 4j14J .1 prat kYt 3�'K � :} yik,. lstt"z 7'Pts - f_.7e�t'; xr 93tvk?w�,s'��.r ��, +.� �, ¢..rn ,kyr. � t+s,T" t' �. x. # �, t"�tiii'�s� �• �; � t'�ti`->✓z��`,x»� t t �j x^��' +',1 tz X49 ��: S: a V.,goo #tj "its Into public x� a � �� k ; ' tha ubN on ..MG.�iwr..:. x W81W f 6eym�a.ok�n E e Q Cl 01- 515 � y^jZf x�xiw(Edt�r iV FSrwh77, a yy)) r >s kfi tS H yr*, ,.T` 4 �,� p r'tl ^�.s 4,p, a k `7 -2 s4isa; k ;r � '2t taa #'�f "a it id�h " k 3":az4't��.v i'^igair^`'ti�a"^'` �'e.?t�Czf i 4j14J .1 prat kYt 3�'K � :} yik,. lstt"z 7'Pts - f_.7e�t'; xr 93tvk?w�,s'��.r ��, +.� �, ¢..rn ,kyr. � t+s,T" t' �. x. # �, t"�tiii'�s� �• �; � t'�ti`->✓z��`,x»� t t �j x^��' +',1 tz X49 ��: S: a V.,goo #tj "its Into public x� a � �� k ; ' tha ubN on ..MG.�iwr..:. x W81W f 6eym�a.ok�n E e Q Cl 01- 515 DISCUSSION OF THE RESULTS BY ERNOMIC INDICATORS Impact Indicators We measured the Project's impact on four commonly used indicators of economic activity. Those indicators are: o Jobs o Wages o Total output o Local taxes Results of Indicators Exhibit I details the Project's direct and indirect Impact on the above economic Indicators for Miami. A summary of such impact follows: DEVELOPMENT (ONE TIME) OUTPUT WAGES TAXES EMPLOYMENT Direct $105,387,452 $30,886,200 300 Indirect 92.658.648 27.155.147 $198.044.100 $58.041.364 M ANNUM. Operational: Direct $ 5,410,989 $ 1,352,747 $3,790,299 54 Indirect 4,757,542 1,189,335 Retail/office 46.302173 21.993,533 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 $125.4 million. Such activity will create approximately 300 new full time equivalent jobs and employ a maximum of 450 workers during peak periods. The workers will earn approximately $30.9 million In direct wages. These jobs will primarily be in construction, transportation and related service industries. Spending for site preparation and project construction will result in a total estimated impact of $249.3 million dollars, excluding financing costs. Submitted Into the public record In connection with Item - onU&i /cf 0 Walter Clark Brickell Station -• Economic Impact Study Page 9 Sharpton, Brunson & Company, P.A. February 2, 2001 01- 515 IIIIIY.if.1.Za RCUSSION OF THE RESULTS BY*ONOMIC INDICATORS 0 Impact of Ongoing Operations and Retail Enterprises: As a result of the on-going operation and maintenance of the Project, Miami will gain approximately 54 new, permanent, full-time equivalent jobs. The wages of the workers who obtain these positions will provide an impact of approximately $1.3 million annually. The retail/office en:,%rprises are estimated to create 522 permanent, full-time equivalent jobs. The wages of the workers employed by the office tenants will provide an impact of approximately $32.3 million annually. The total expenditures for the Project's operations, and the retail sales will provide a new, permanent impact of $58.4 million annually to the City's economy. This impact consists of the effects of new retail sales and 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, city and city governments and agencies would gain an estimated annual tax benefit of $3.8 million. Analysis by Economic Indicators: 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 effects on economic indicators used to measure benefits (employment, wages, output and taxes) were computed for each phase. Employment Employment is one of the most important economic benefits of the Project. It is one of the most accessible and direct benefits for the City's residents and it's residents and is a primary means by which developmental, operational and maintenance expenditures generate indirect economic benefits. A portion of this employment occurs on-site as a result of new spending at the retail enterprises, and a portion is derived from on-going operations of the Project. Further employment is generated off-site by the expenditures of employees of the Project and businesses located in the Project, at area businesses. As can be seen in Exhibit I, total short-term (developmental) employment will average 300 employees over a twenty -month period and a total on-going employment will average 522. The total on-going positions can be summarized as follows: u Management o Security o Parking 3tmbltlltted into o Maintenance/Facilities th® public o Retail record in cortnn„t on with Li Office workers itrr^ i � (XI 011ker F-0ellian 'ily Cleric Brickell Station -- Economic Impact Study Page 10 Sharpton, Brunson 8 Company, P.A. February 2, 2001 01- 515 49 Wages • AUSSION OF THE RESULTS BY EQNOMIC INDICATORS 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, and we incorporated data from our research on retail sales. Employment, such as construction related employment, was obtained directly from construction estimates. These numbers were tested for reasonableness. Output The output generated, as a result of the development and operations of the Project, is caused by the following type of expenditures: u Development costs expended in the City (100%) ❑ Annual operational expenditures of management company ❑ New spending in the locality by employees of businesses and offices located in the Project Exhibit II shows a summary of the development costs expended in Miami, the operational expenditures made in relation to the on-going maintenance of the Project and the estimated sales of the retail enterprises. To incorporate the impact of dollars being respent and/or reinvested in the City, a multiplier was applied to total direct output. A multiplier of 1.8792 was used to determine total direct and indirect output created by the Project. This multiplier Indicates that for every $100 spent in Miami, another $187.92 will be respent or reinvested in Miami. This multiplier was obtained from the Dade City Planning Department. Direct output from the developmental phase of the Project is primarily a result of developer costs. These costs include land acquisition, site preparation and soft and hard costs relating to the Project's construction. To determine the total output we determined what development costs were expected to be or had been spent in Miami. Submitted Into tho public rocor In conn: r ticn tvi►t, item of I Walter Foc+r,an city clerk Srickell Station — Economic Impact Study Page 11 Sharpton, Brunson & Company, P.A, February 2, 2001 01- 515 DAUSSION OF THE RESULTS BY EQNOMIC INDICATORS Total direct output during the development phase is $105,3 million. Total indirect output created by the direct respending in Miami is $92.7 million. Thus total Miami Output from the development of the Project is $198 million. The final component of output results from the direct operating expenditures of the Project, and the indirect benefits created as a result of the multiplier effect on direct output. The Developer provided us with an annual operating budget for the Project. An overall assumption was made that all expenditures would be spent initially in the City. The total operating expenditures incorporate all estimated expenses of the ongoing operation of the Project. The impact of the retail enterprises was measured separately as an economic indicator. To incorporate the potential respending and reinvesting in Miami, the multiplier effect was measured. By applying a multiplier of 1.8792 to the total direct output from operating expenditures and the retail enterprises, we determined total output (direct and indirect) from on-going operating expenditures and retail sales. Total direct output created from retail sales and operating expenditures is $30.5 million. Total indirect output created from retail sales and operating expenditures is $26.4 million. Total output created from ongoing operations and retail enterprises is approximately $56.45 million. 0 Local Taxes A key and significant benefit generated from the development and operation of the Project is taxes. Several types of tax revenue will be generated from this project including ad valorem taxes. Specific ad valorem taxes include real and personal property taxes. Other taxes Include occupational taxes and community development taxes. New real property taxes will be assessed on the Project. The assessment is based on a predetermined millage rate being applied to the taxable value of the real property. We computed real property taxes for the developmental phase based on the cost of the development of the Project. This assessment base is very conservative since tax on real property typically is assessed on appraised values and not actual cost, The basis for ongoing taxes is also overall cost. The millage rate was obtained from the City Tax Collectors office relative to the Project's location. The projected annual real property taxes are approximately $3.8 million. Submitted Into the public record In connecon with Item .2k— on b t;?--jkl Walter Foeman • _ city Gterk Brickell Station — Economic Impact Study Page 12 Sharpton, Brunson & Company, P.A. February 2, 2001 01-- 51.5 Although not quantified, the City, through its receipt of allocated state sales taxes will receive an additional benefit as a result of the development and operation of the Project, and from the retail enterprises. Public Sector Costs Impact Fees Very significant factors in measuring the economic impact on a specific region of a project are Impact and other required development fees. A summary of these fees are listed below: o City of Miami Developmental Impact Fee • City of Miami Developmental Admin Fee a Dade City Impact Fee o Administrative Fee Submitted Into the public a Building Permit Fee record,in connecgt! n with o Installation Energy Fee item on J"LZz- A o Other Fees Wafter Foeman City Clerk For the purpose of this economic impact analysis, fees are included as a part of the direct development cost (output). Impact fees total approximately $2.2 million and other fees total approximately $1.5 million. These fees are shown in detail in Exhibit II. Brickell Station — Economic Impact Study Sharpton, Brunson & Company, P.A. Paye 13 February 2, 2001 01- 515 DIMUSSION OF THE RESULTS BY EIRIOMIC INDICATORS Total ad valorem taxes assessed by Miami -Dade County are allocated based on millage rates to certain governmental entities. Listed below is the allocation of projected tax revenue. AD VALOREM TAX ANNUAL REVENUE City Operating $1,253,275 City Miscellaneous 65,962 School Operating 1,141,667 County Operating 766,344 Debt Service - City 154,693 Debt Service - County 107,650 South Florida Water 78,758 Library Operating 43,347 School Debt Service 130,604 Florida Inland Navigation 5,805 Environmental Projects 13.192 TOTAL S3.790.2$0 Although not quantified, the City, through its receipt of allocated state sales taxes will receive an additional benefit as a result of the development and operation of the Project, and from the retail enterprises. Public Sector Costs Impact Fees Very significant factors in measuring the economic impact on a specific region of a project are Impact and other required development fees. A summary of these fees are listed below: o City of Miami Developmental Impact Fee • City of Miami Developmental Admin Fee a Dade City Impact Fee o Administrative Fee Submitted Into the public a Building Permit Fee record,in connecgt! n with o Installation Energy Fee item on J"LZz- A o Other Fees Wafter Foeman City Clerk For the purpose of this economic impact analysis, fees are included as a part of the direct development cost (output). Impact fees total approximately $2.2 million and other fees total approximately $1.5 million. These fees are shown in detail in Exhibit II. Brickell Station — Economic Impact Study Sharpton, Brunson & Company, P.A. Paye 13 February 2, 2001 01- 515 w(mleIT LW P t � ika•`^ �l'';y i1:.s. ��m�; i� 5,+'�(t d � �✓ � ",,. 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L y '' W .��Z ��. }� iR �' Sn t` � S S }i3 � IF�S`�4'� '+Yf j�+.��. 2 i✓ 7 S !� W � i .kv '>R` ��}� � 1��'�,i�YM1�� '� aa . � .' t� ash iSf -luta the public in oonnccuowith A „ Y��'�ukiK� ��+ �� •�+k'�'��a�`}v��'��G��.� }�"�� s� •'�. f� Ni%si yp*i�l�li sx d y a.s3�i wr'ysnt¢n :ra '3y �� ast_r CRY C" omrpton, fwnson & Company} P.A Februawy 2, 2001 01- S15 IM BRICIOrLL AVENUE ECONOMIC BENEFITS STUDY SUMBAARY OF ECONOMIC BrACT DIRECT DEVELOPMENTAL OPERATIONAL RETAIL TOTAL DIRECT INDIRECT DEVELOPMENTAL OPERATIONAL RETAIL TOTAL BENEFITS TOTAL DEVELOPMENTAL TOTAL OPERATIONAL TOTAL RETAIL TOTAL SITS EXNWIT 1 Qumff VMGES EIS TAXES $ 105,387,452 $ 30,886,200 300 5,410,989 1,352.747 54 S 3,790.299 24,639,300 11,703,668 468 135,437,741 43,942,615 822 3,790,299 92,656,648 27.155,147 4,757,342 1,189,335 21,662,873 10,289,865 119,076,863 38,634,347 : 254,514,604 $ 82,578,962 822 3,7904!9 s 198.044,100 10,166,331 46.302.173 s 254,51404 9 $ 58,041,347 300 • 2,542,082 54 $ 3,790,299 21,893,533 468 S 82,576,962 622 t 3,790,289 • BRICKELL STATION 0 MIXED USE DEVELOPMENT SW 1st Avenue & SW 12th Street Site Utility Study CTE Project No. 00-1120 Prepared by: Consul -Tech Engineering, Inc. 10570 N.W. 27th Street, Suite 101 Miami, Florida 33172 March 2001 Submitted into the public re in connection With dem ..L�- on Walter Foeman • City 01- 515 • 1. DRAINAGE 1. Drainage Area Details 2. • The proposed site is located along the cast side of SW V Avenue and between SW 12"' Streets and SW 11 " Street in the City of Miami. The site, consisting of 2.08 acres, is currently occupied with some single fancily homes. The proposed project consists of two (2) 36 story residential buildings including 7 -floors of parking garage each and 17,550 square feet of commercial area in the ground floor. Development will produce a site which is approximately 100% impervious. Landscape planters and green areas are provided, but these areas are minimal and will be disregarded for calculation purposes. Storm water discharge will consist of runoff from rooftops, vertical building faces and pedestrian areas. Miami -Dade DERM requires that the proposed drainage system take into account 30% of the largest vertical building face. The building faces exposed to the south will produce the largest amounts of runoff and will be accounted for in the calculations. The site land use can be summarized as follows: Total Net Impervious Vertical Total Lot Area Area Building Faces Drainage Area Cres [Acres) (30%) [Acres} (A cres 2.08 2.08 0.83 2.91 Proposed Drainage System The proposed drainage plan calls for all runoff to be collected in catch basins capable of retaining the peak inflow from the Miami -Dade County DERM 5 -year, 24-hour design storm. These basins also contain baffles to prevent all oil, grease and foreign matter from flowing into the proposed system. The runoff will then flow into four (4) proposed drainage wells based on calculations found in Table 1. Runoff from building rooftops and vertical faces are uncontaminated by oil and grease and may be piped directly to the drainage wells. Submitted lnta ingpublic 2 rocord In connayb It" .Ez- on wltht 01— 515 Walter Foeman The use of drainage wells are permitted by Dade County DERM in this area due to the high level of salinity found in the groundwater. The drainage wells will be interconnected so they can work concurrently. Since the proposed system will not have an outfall connection, the system will be designed to retain the entire runoff from the 5 -year 24-hour storm. The proposed wells will keep the site dry during the DERM 5 year - 24 hour storm, keep the flooding helow the site perimeter elevation during the SFWMD 25 year - 72 hour storm, and keep the flooding below the minimum building finished floor elevation during the SFAND 100 year - 72 hour storm. If. WATER DISTRIBUTION MASTER PIAN The Miami -Dade Water and Sewer Department (MD-WASD) provides the water service in this area. The site is served by a 16 -inch ductile iron water main located along SW 12" Street, and 12 -inch ductile iron water mains located along SW 11°i Street and SW I" Avenue. Refer to the attached Water Atlas for additional information. All new domestic water and • fire service connections will be provided from the existing water mains. The anticipated average daily water consumption for the entire project is 144,478 gpd, and is calculated as shown in Table 2. III. SANITARY SEWER MASTER PLAN The Miami -Dade Water and Sewer Department (MD-WASD) provides the sanitary sewer service in this area. The site is served by a 8 -inch sewer main located along SW 1 "' Avenue and along S W 12" Street, and by an existing 6 -inch sewer main located along SW 11''' Street. The existing 6 -inch will have to be replaced with an 8 -inch main to accommodate the sewer flow from the phase 2 residential tower. Refer to the attached Sewer Atlas for additional information. The existing sewer lines have sufficient invert elevation and capacity to collect the sewage Clow from this project. This project is anticipated to generate an average daily sewage flow of 144,478 gpd, and is calculated as shown in Table 2. Submitted into tho public • reco fn coa "Hwon With Waiter Foeman City clink 01- 515 -019 9 Ute The wastewater produced by the site will travel via the existing sanitary sewer system to the MD-WASD regional Pump Station No. 1. Pump station No. 1 is a very large pump station currently operating 6.88 hours per day. The additional 144,478 gpd will only increase the elapsed time by 0.02 hours to 6.91 hours per day. Thus, the pump station is deemed capable of handling the proposed flow from the project. Pump Station No. 1 transmits all flow directly to the MD-WASD treatment plant on Virginia Key for final treatment before discharge into the Atlantic Ocean. Refer to the attached Miami -Dade DERM projections for more information. IV. SOLID WASTE GENERATION Solid waste generated will be placed in standardized on-site containers for refuse and recyclables per the City of Miami Code, for regular pickup by private hauling companies and/or the City of Miami Solid Waste Department. The solid waste will then be transported to Metro -Dade -s Disposal Facilities. Actual waste pick-up locations will be shown in the architectural plans. This project is anticipated to generate an average daily solid waste volume of 21.63 Cu. Yd/day, and is calculated as shown in Table 3. Generation rates were determined from data provided by the Metro -Dade County Department of Solid Waste. Submitted Into the public rej In connection with -+ .-on E1Y IC4._ Walter Forman City Cleric 4 01— 515 . AL1 HRICKF.LL STATION DRAINAGF, CALCULATIONS 1. Total Lot Area = 2.08 Acres Total Drainage Area - 2.91 Acres 1. Impervious =100% or 2.91 Acres 2. Pervious = 0% or 0.00 Acres 2. Average Runoff Coefficient = 0.98 3. SFWMD Design Storm Information 1. 5 -Year 24 -Hour Storm (Miami -Dade County W.C. 1.1) Rainfall Intensity = 6.17 inches per hour Purpose = Flood Protection Peak Runoff - CIA=(0.98)(6.17)( 2.91) = 17.60 cfs 4. 4. 39� 2. SFWMD 25 Year - 72 Hour Storm (SFWMD Distribution, Figure C -I-6) Rainfall Intensity = 6.984 inches per hour Purpose = Perimeter Berm Peak Runoff - CIA=(0.98)(6.984x 2.91) = 19.92 cfs 3. SFWMD 100 Year - 72 Hour Storm (SFWMD Distribution, Figure C -I-7) 24 Hour Rainfall = 7.436 inches per hour Purpose = Finished Floor Elevation Peak Runoff = CIA=(0.98)(7.436)( 2.91) = 21.20 cfs FDOT Design Storm information Storni Duration 1 Hour 2 Hour 4 Hour 8 Hour 24 Hour 72 Hour 168 Hour 240 Hour Well Data Rainfull AMount (Inert es 5.1 (Figures 5-1 & 5-11) 6.3 (Figures 5-1 & 5-11) 7.8 (Figures 5-1 & 5-11) 9.6 (Figures 5-1 & 5-11) 14.0 (Figure 5-13) 19.0 (Figures 5-14 & 5-15) 20.0 (Figure 5-16) Submitted into the publio 23.0 (Figure 5-17) recti In Gonne n with kept -'E on Walter Foornan City Clerk 5 01- 51.5 • C] i Well Diameter = 24 Inches A \11..11 4^f%^ ��ie _� ___±i,��_ ♦e.__a r� y ,+JK �� t M� f� s x�? yLv 5t y s x k � 5 ^1 w �1 p5 i• y rs -} k `` r �, :iii 4 J y A^.£= < as eeryA�e �r4 5 � 3�` '✓z�'F}V t5's 'lS j,,�a� e 11. �� x t, 0 01- 515 • dendal Tower (Phase 1) 359 units Haidential Tgjyer (?bog 2) 359 units mmercial Area 17,550 sf of office space (a3 200 gpd/unit ® 200 gpd/unit @ 5gpd/100sf 71,800 gpd = 877.50 gpd Total 144A78 Brad ANTICIPATED AVERAGE DA116YFLOW IVASTFWATFR • Average Flow 0.1444 mgd Peak Flow = 0.5418 mgd NOTES; 1. Peak flow uses a factor of 3.75 times average flow (Recommended Standards for Wastewater Facilities, 1990 Edition) 2. gpd = gallons per day 3. No industrial wastewater is anticipated to be generated 4. mgd - million Salla per day 01- 515 0 0 01- 515 Submitted into the public . recorA in connoctlon with Hefty _ on _2ItAd Walter Foeman City Clerk MD-WASD WATER ATLAS S T 8438 C 2 1 9 4" 9 ST. 2 j ��• b i t 16 9827 12 8385 4C7569 219 ry I 7779 E -r 4075 m J 359 170 cc o 6 JO 9382 16 6 7982 1s IIs w 10.?S_.;� 7E1a6 r 1 s.. sT y 9600 SIV e ti U ST. 35% 24'33 357 452 4-12. PROJECT SITE e 2 =;.;-1 - 12 x311 16' 582 ' sieq � 2 4 5 3 3 6 1 2 219 8311 .96000 �Q 7403 �Nr-I 2 6 357 4.1 S 13 sr i:,•• S 3 3982 3-82/2 8311 2\+ 181 7698 N 7561 v Z'g i - 8311 2 T' 2 S 4911 357 z.. 14 S 64& r 7698 e T � �• ti 3� 2 9 82 q 362 ? 127 5•i � i 8212 '�, � 6.. �F. - �� . • 1 . 35 B7 � 2� �j 4 H 21 3 2453 / /4 . +' 7698 99 �,35T3 3 � 1 � .W. 14 T r-��(.S I 9C66 : 8454 � N 357 1 365 O i �� v �� R 9_ y 7 T toa s8 '3234 . SubnWtt®d into the Nott L� c onnOctionublic With on with wafterr��an MD-WASD SEWER ATLAS city Clark LU ( 393(325 � S•)3E�� 3 = t 32 fill > O tir7 92.1 3933 84 84f.A 6tt 183, 8_ 6 62 824 BZ •1387 < S .1��/ �z J 6 • �,IS,�, 9J0)` ;.� �: 1� j S96 59c71 362 6 3Sfi 668 66s a1 eaa.� V 3/ � 9 2 .I`i •]i 69' a . 5�_—�' I8r2 392 _ 9f PROJECT SITE '9, tsa2 �� S_ ti ,•IN-. sl,� ate` ''e j s w 6 ,� 393T �N E63 ice= --�_�596 �/ fT 6f'O 666.4 a- -� �'�-+ �;a j A; 6-3'r . ,. ' ty 39[L C L6.3 6 �( 846j�i , 6 5 f: ti�y\ '1919 A t J w fS49 SAJ7 tY �\ - 39% qu 29 t2 6c9 5931 -* : 863 860-4 660i--• ! H ,' 5923/ 039 331 830 a:p. q - 7`e � ( 6810 ?a N B62 3'331 397 8? T�---Cy s'7gOl // r 8 $ i4', Q (----� E 8CG 79 3 9 d 38 �.� QS? l0 1 t3 2 39 79 l365 z 1C.1. {. is 7a S7 : 6 ST. \ 79i (�� 1•+' =?+ / �I' �� •9J 397 I I 1 --s. -, _,3,,�_ n �a : - 13 V ji�_�—� 20"C(. �1 '.}.NI J .W �l �35�7`V 6 /'i _ J (T e 86•q t1 �� era (522 ^',y� v� 1=-95 moi. �i � �_• .�/� /_ �� \� 1 t I ��J �'J .."" l' �,•. /' \ ..1 t Se), 1 I:.� , .< \ `\\�f 'a3 z, I •` .` / •1 T f •I., / L. /`.'�,J 0'' W; / � \ .. � � !/fes � � _ �� '`-' -moi •� 1' ! / l � i� , 96 0 IIIIIYl�7?e • • CAPACITY AND LOS WORKSHEET General Information Project Description So Miamr Av 6 S W 8st St Year 2003 - W;th Site & Projects Capacity Analysis Lane group _ Adj. flow rate SatOow rate _ Lost time2 - Green ratio _ ^_� ED _L7 1365 5108 0 0 35--� �` ----- ----- WB NO 1161 5138 2 0 -- 0.55 Y --- Sa - Lane group cap Vic ratio Flow ratio 1788 0.76 0.27 2826 0.41 0.23 _ Crit. lane group Y Y Sum flow ratios 049 Lost trine/cycle 8.00 Critical Vic ratio 0.55 Lane Group Capacity, Control Delay, and LOS Determination "''1;�;•.'': ES vvR NB SB Lane group LT TR Adj. flow rate Lane group cap 1365 1788 ----{ I 11161 2826 VIC ratio Green ratio0.#�5' Unit. delay 01 Delay factor k 0.76 23 05 !� —� 041 0.55 f0.5 0.50 Increm. delay d2 3.2 _IT 0.4 PF factor 1 000 1.000 Control delay 26.2 10.9 Lane group LOS C a —+ Apprch. delay 26.2 10.9 Approacn LOS C I 8 Intersec. delay 19.2 Intersection LOS a HCS1000'v Cop) nght 02171W Um erviy nrRanda. All R%hl% Rncrved Vmion 4 t Submitted Into tho publIG- reoorcL In connection with Item on "La.4 6' Vlltrtier Foeman City Clerk 01- 515 'v, i-0�c `.'} 1 f a �, �r�Np "CtrF...19• ��k 8 t�i��w as, Cl x .+� `7*"'4'`i+,+! i Y Y3¢x�;y �. �� J�;��E 7�R � "� � � i'�k ,�-�u' 4th sa,� aro � ` ` `1� n� �i' �x "t� � a °.�,�, �, � a {S .. �• �,� a k ��w a r V-K% You LN � - � � � 'hXP+ �,✓ `r` 6'�.,�Y,,p�.effr(�.��M»+i..RC� rh t " r � R� r �4.n � i�`,.,x �' t ff � �y ✓. �� 'L"aY r �' F is `aa+�t� Ar 4 a +.w3 .vrr` W11 Ia TRIP GENERAT�� d {� r��:a3 � �} k k a f� a it x r .+ i• i� l f ,�.a i 'U . h 8`,�.� S �. x P y d+L' " � dc.^ r s - .t.S"..r fv 4�9*t i L e�K a. y •� b ^f F p�t�ia t� i k s.,,tq; t� 4i r� a 'a i b` -r; '•7 i��^` � �,1',rx,t �+�'k" f� x t +;E``a 'i.'.z`tt r s•*k '' 4''f i 1 ya ' r;te p � Nod Into the public, � � 7@ Pf'r{ � � rr"��kpr�� Jr 9 �itl+tc� r v'vg r�x4 � ♦ :' � - `� �` tr.3 Ad 3 nn :., re�oM 1n co s�cti • � City Clerk Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 6th Edition, 1991. Qabmittad feta the p`tbikt r*wrd In conn n With item 21c£ on Walter FOOMan City Clerk 01- 515 Summary of Trip Generation Calculation For 16.874 T.G.L.A. of Specialty Retail January 31, 2001 Center Average Standard Adjustment Driveway Rate Deviation Factor volume Avg. Weekday 2 -Way Volume 40.67 13.70 1.00 686 7-9 AM Peak Hour Enter 0.00 0.00 1.00 0 7-9 AM Peak Hour Exit 0.00 0.00 1.00 0 7-9 AM Peak Hour Total 0.00 0.00 1.00 0 4-6 PM Peak Hour Enter 1.11 0.00 1.00 19 4-6 PM Peak Hour Exit 1.48 0.00 1.00 25 4-6 PM Peak Hour Total 2.59 1.74 1.00 44 AM Pk Hr, Generator, Enter 3.08 0.00 1.00 52 AM Pk Hr, Generator, Exit 3.33 0.00 1.00 56 AM Pk Hr, Generator, Total 6.41 0.00 1.00 108 PM Pk Hr, Generator, Enter 2.81 0.00 1.00 47 PM Pk Hr, Generator, Exit 2.12 0.00 1.00 36 PM Pk Hr, Generator, Total 4.93 0.00 1.00 83 Saturday 2 -Way Volume 42.04 13.97 1.00 709 Saturday Peak Hour Enter 0.00 0.00 1.00 0 Saturday Peak Hour Exit 0.00 0.00 1.00 0 Saturday Peak Hour Total 0.00 0.00 1.00 0 Sunday 2 -Way Volume 20.43 10.27 1.00 345 Sunday Peak Hour Enter 0.00 0.00 1.00 0 Sunday Peak Hour Exit 0.00 0.00 1.00 0 Sunday Peak Hour Total 0.00 0.00 1.00 0 Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 6th Edition, 1991. Qabmittad feta the p`tbikt r*wrd In conn n With item 21c£ on Walter FOOMan City Clerk 01- 515 Summary of Trip Generation Calculation For 520 Dwelling Units of High -Rise Apartment December 07, 2000 ' Average Standard Adjustment Driveway Rate Deviation Factor Volume Avg. Weekday 2 -Way Volume 4.09 0.00 1.00 2127 7-9 AM Peak Hour Enter 0.07 0.00 1.00 36 7-9 AM Peak Hour Exit 0.22 0.00 1.00 114 7-9 AM Peak Hour Total 0.30 0.00 1.00 156 4-6 PM Peak Hoar Enter 0.21 0.00 1.00 109 4-6 PM Peak Hour Exit 0.13 0.00 11.00 68 4-6 PM Peak Hour Total 0.34 0.00 1.00 177 AM Pk Hr, Generator, Enter 0.07 0.00 1.00 36 AM Pk Hr, Generator, Exit 0.26 0.00 1.00 135 AM Pk Hr, Generator, Total 0.33 0.00 1.00 172 PM Pk Hr, Generator, Enter 0.24 0.00 1.00 125 PM Pk Hr, Generator, Exit 0.15 0.00 1.00 78 PM Pk Hr, Generator, Total 0.38 0.00 1.00 198 Saturday 2 -Way Volume 5.00 0.00 1.00 2600 Saturday Peak Hour Enter 0.22 0.00 1.00 114 Saturday Peak Hour Exit 0.17 0.00 1.00 88 Saturday Peak Hour Total 0.39 0.00 1.00 203 Sunday 2 -Way Volume 3.65 0.00 1.00 1898 Sunday Peak Hour Enter 0.16 0.00 1.00 83 Sunday Peak Hour Exit 0.14 0.00 1.00 73 Sunday Peak Hour Total 0.30 0.00 1.00 156 Note: A zero indicates no data available. The above rates were calculated from these equations: 24 -Hr. 2 -Way Volume: LN(T) - .825LN(X) + 2.502, R^2 - 0.82 7--9 AM Peak Hr. Total: LN(T) - .987LN(X) + -1.138 R^2 - 0.88 , 0.25 Enter, 0.75 Exit 4-6 PM Peak Hr. Total: T = .315(X) + 12.302 R^2 - 0.92 0.61 Enter, 0.39 Exit AM Gen Pk Hr. Total: LN(T) - .935LN(X) + -.706 R^2 = 0.88 0.22 Enter, 0.78 Exit PM Gen Pk Hr. Total: T - .345(X) + 20.107 R^2 - 0.95 , 0.62 Enter, 0.38 Exit Sat. 2 -Way Volume: T - 5.03(X) + -14.903, R^2 = 0.91 Sat. Pk Hr. Total: LN(T) _ .934LN(X) + -.535 Sun. 2 -Way Volume: T - 3.664(X) + -5.794, R^2 - 0.94 Sun. Pk Hr. Total: LN(T) s .912LN(X) + -.653 R^2 - 0.99 , 0.53 Enter, 0.47 Exit Source: Institute of Transportation Engineers submitted into thO Trip Generation, 6th Edition, 1997, pubNc record in conn + w)t: TRIP GENERATION BY MICROTRANSftO On �f Wolter FoE;r�, . Cit.1r r 01- �. 0 • Summary of Trip Generation Calculation For 230.261 Th.Gr.Sq.Ft. of General Office Building December 07, 2000 Average Standard Adjustment Driveway Rate Deviation Factor Volume Avg. Weekday 2 -Way Volume 10.94 0.00 1.00 2519 7-9 AM Peak Hour Enter 1.39 0.00 1.00 320 7--9 AM Peak Hour Exit 0.19 0.00 1.00 44 7-9 AM Peak Hour Total 1.57 0.00 1.00 362 4-6 PM Peak Hour Enter 0.25 0.00 1.00 58 4-6 PM Peak Hour Exit 1.22 0.00 1.00 281 9 4-6 PM Peak Hour Total 1.47 0.00 1.00 324 3� AM Pk Hr, Generator, Enter 1.39 0.00 .00 320 AM Pk Hr, Generator, Exit 0.19 0.00 1.00 44 AM Pk Hr, Generator., Total 1.57 0.00 1.00 362 PM Pk Hr, Generator, Enter 0.25 0.00 :.00 58 PM Pk Hr, Generator, Exit 1.22 0.00 1.00 281 PM Pk Hr, Generator, Total 1.47 0.00 1.00 338 Saturday 2 -Way Volume 2.22 0.00 1.00 511 Saturday Peak Hour Enter 0.16 0.00 1.00 41 Saturday Peak Hour Exit 0.15 0.00 1.00 35 Saturday Peak Hour Total 0.32 0.00 -.00 74 Sunday 2 -Way Volume 0.64 0.00 '-.00 147 Sunday Peak Hour Enter 0.05 0.00 1.00 12 Sunday Peak Hour Exit 0.04 0.00 :.00 9 Sunday Peak Hour Total 0.09 0.00 1.00 21 Note: A zero indicates no data available. The above rates were calculated from these equations: 24 -Hr. 2 -Way Volume: LN(T) = .766LN(X) + 3.654, R^2 = 0.8 7-9 AM Peak Hr. Total: LN(T) = .797LN(X) + 1.558 R^2 - 0.83 , 0.86 Enter, 0.12 Exit 4-6 PM Peak Hr. Total: T - 1.121(X) + 79.295 R^2 = 0.82 , 0.17 Enter, 0,83 Exit AM Gen Pk Hr. Total: LN(T) - .797LN(X) + 1.558 R^2 - 0.83 , 0.88 Enter, 0.12 Exit PM Gen Pk Hr. Total: T - 1.121(X) + 79.295 R^2 = 0.82 , 0.17 Enter, 0.83 Exit Sat. 2 -Way Volume: T - 2.136(X) + 18.473, R^2 - 0.66 Sat. Pk Hr. Total: LN(T) a .814LN(X) + -.115 Sun. 2 -Way Volume: LN(T) = .863LN(X) + .306, R^2 = 0.5 Sun. Pk Hr. Total: LN(T) = .605LN(X) + -.228 R^2 - 0.56 , 0.58 Enter, 0.42 Exit Source: Institute of Transportation Engineers submitted Into tho pt►btio Trip Generation, 6th Edition, 1997. Mold In ConncL;),�rl with nem 4A& on TRIP GENERATION BY MICROTRANS Walter Foeman City C10A SIB ,rti u `� APPENDIX G h 1`b3 4 4 'TERNAL TRIPS }n y� �a qiix �zy 4 r 4 � � h #':Into the pabllcb tv With 01, o�.- sib Trip Generation Handbook An ITE Proposed Recommended Practice ■ IIIIIIIII11W 97IIF October 1998 Institute of Transportation Engineers SubnNtted Into tho public MOM in cen:►cett� n with item on .-.S..Ll Walter Foeman City Clerk 01- 515 V bite ' -7777, 0 a Cc 38 C O G r,0 Q IA @M a &a to External Enter Tom Edema, MULTI -USE ELOPMENT TRIP G RATION AND INTERNAL CAPTURE SUMMARY LANs usF e ETP[ w Edlemel Eller from Extemei p.0"": 0 - LAND LAND USE B e !TE LU Cocke Size / ' _ �; 0 `- -I'm Demand Enter Total 1019maf I Extemal Enter Exit 20 26 7 ! total +(v Z 34 % /oo ,= y 7 t X W- 1 DX '2 tY •ti 3 /j �6 Demand Deasand Demand D*mmw eatanor� Baamd 8a►anced fal�nced i7 zjx 63 �l x 3 ¢ 36 and Demand Demand ITE LU Code Size Balanced Demand Enter Total 6 Intemal Erlem l Exit 1 2 Demand LTotal 3 3 f -%v ^-t-+ •f 177 77 Oemena Balanced Demand 11 _ Total Intemal zoalr Z7 Enter Exit Demand Balanced Demand Name of Dvipt Time Pe►lod i r—��.:/tea •t c LAND USE C ll 1TE LU Code Size � _ 22 2 _ Enter 11 _ Total Intemal Ertemal Enter Exit is i a 8 - > / S 5 _ Total / 77 +o =' i 177 77 Enter Rem &terra, Exit to Everral Source: Kaku Associates, t^c INTERNAL CAPTURE Net External Trips for Multi -Use Development LAND USE A LAND USE B LAND USE C TO TAL _ Enter 11 _ .1 _ 1 0':;' > `;- Exit Total ? -f : i 7 ; _ 7 70 r Single -Use Tnp Gen Est d 6V t 177 Enter Rem &terra, Exit to Everral Source: Kaku Associates, t^c INTERNAL CAPTURE • • • rZi►Z��I. CAPACITY AND LOS WORKSHEET (General Information (Project Description So Miami Av 6 S W 7st Sr '✓ear 2003 • With Site. Projects & Ti Capacity Analysis EB WB NB SB Lane group T R L LT Adj. flow rate Satllow rate Lost bme Green rano ^�_J 1538 3610 2.0 0.40 177 1615 2.0 0.40 954 1805 2.0 049 722 3610 20 0.49 Lane group cap�-'.07 v/c ratio Flow ratio 1444 0.43 646 0.27 011 BB2 1.08 0.53 1765 0.41 0.20 Cot. lane group �_ y N y N Sum flow ratios - 095 ' Lost timelcycle 10.00 Critical We ratio ~� 1.07 Lane Group Capacity, Control Delay, and LOS Determination _ ES W'6 NB SB Lane group T R L LT Adj. flow rate 1538 177 954 722 Lane group cap. _ 1 1444 646 882 1765 v/c rano 1 07 0.27 1.08 0.41 Green ratio 0.40 0.40 0.49 0.49 Unit. delay dl 27.0 18.2 23.0 14 7 Delay factor k 0.50 050 0.50 0.50 tncrem delay d2 43 1 1.0 .548 0.7 PF factor 1.000 1 000 1.000 1.000 Control delay 70 1 19.2 77.8 15.4 Lane group LOS E B E 8 Apprch. delay 64.9 50.9 Approach LOS E D Intersec. delay 58.0 Intersection LOS _E HCS2ow"4 ropynphi a 2000 Univasip of FlonJa All Rights Rnerved Veawn+ 1 Subdyttbd into thri j,�n Corti, nublro '�-� t�ctiun kith Oil �� W"'ter FOLMan city ctGfk 01- 515 0I1 Intersection LOS C Ih' omT*TM Copynbht V.:!JWJ Unna sit) of Flmidx All RiSlna Reserve) Venom I Submitted into tho;t public mcorcl,b connection with on - ict►m _J-kvo(d +�+:litc3t I -r)[ -;lean • , `i�.r r �IPf1t 01- 515 CAPACITY AND LOS WORKSHEET General Information Project Description SW 1st Av 8 S W 8sl St -Year 2003 Wi - Ur Site &Projects Capacity Analysis FB� WB N8 so Lane group � TR L t7 Adj !low rate 1534 677 143 Satflow rate � 5067'_-- 180.536f0 Lost time 2.0 2.0 2C Green ratio j.0.43 047 047 Lane group cap. _ T 2153 � 857 1715 v+c ratio OJ1 � 0.79 0.03 Flow ratio 0.30 0.38 004 Crit. lane group Y —J Y NR _ Sum flow ratios 0.68 Lost time/cyde 800 Critical v/c ratio � T 075 Lane Group Capacity, Control Delay, and LOS Determination � ••'�"" EB WB NB SH TR LT Lane group L Add. flow rate – 1534 � 677 143 Lane group cap. � 2153 857 1715 v/c ratio 071 0.79 0.08 Green ratio 043 0.47 0.47 Unlf, delay d1 19.0 176 11.5 Delay factor k 0.50 � 050 0.50 Increm delay d2 20 7.3 0 ' PF (actor 1000 1.000 1.000Control delay ?LO 25.0 116 Lane group LOS G C B Apprch. delay 21.0 22.6 Approach LOS C C Intersec. delay 216 • • -�ZiIr7►3'.l't 0 • TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst RPE/7AP Ager iCo. Miami, Florida Date Performed 11/28/2000 Analysis Time Period PM Peak Intersection SW 15th Road b SW IJth Street Jwrsdretron Analysis Year 0743 - Year 2003 w/Jlre Prosect ID SW 15th Rd & SW 13th St 2003 With Site B Protects f (North/South Street: 5W 1511) Roid (his): 025 EasLVVest Street SW 13th Street intersection Orientation East-WestStu�Penod Vehicle Volumes and Adjustments Major Street Eastbound Movement 1 ` 2 L T _..J 34 532 t Peak -Hour Factor PHF —094-----0.94 Hourly Flow Rate. HFR 36 565 Percent Heavy Vehicles 0 - Metl�an Type Westbountl d —5- -- 6 L T R I 2 1461 _ 278 _ 0.92 09 2 0 92 2 1588 302 0 - j _ 3 _ R _. 89 0.94 94 Undivided RT Channeiized — { D _T 0 Lanes UI 2 0 0 2 0 Configuration LT — TR LT TR Upstream final — __�_J 0 Northbound 7 �- 8 _ 9 1 10-__ 0 Southbound T -_ 28 R 47 J Minor Street Movement Volume iT 0 _J 0 R J _ 12 101 Peak -Hour Factor, PHF Hourly Flow Rate, HFR 100 00 too - 0.79 15 086 _ 0.86 117 32 7 86 T -54 Percent Heavy Vehicles 0_ T 0 0_ J 0 0 0 Percent Grade (°i6} Flared Approach --_� Storage ---- - - _ 0 N ------- — ---- I 0 1 0 0 1 _- N 0 — RT Channelized _ Lanes Configuration R L T R � Level of Service Delay, Queue Length. and Approach EB WB Northbound Southbound Movement 1 a 7� 8 9 10 11 12 Lane Configuration LT LT R �L- T R y (v ph) 36 -- 2-- 15 117 32 54 C(m)(vph) 321 939 672 28 27 267 _ vlc _ 0.11 0.00 002 4.18 1.19 0.20 95% queue length 038 0.01 0.07 14.21_ 3.79 0 74 Control Delay 176 88 10.5 449.9 21.9 - LCS C- A 6 - F —F ___ C - Approach Delay 105 Approach LOS f3 F .'ws2UU)� 4-npynghl 0 211le1 nl'Fh-W, All k,ii Rtacn<J Su NHOd Into the public record -in conna;;;lo vii lh Itern �'G on _2L!_4__Ly Walter Fecinzin City Clerk Veniun+ I TWO-WAY STOP CONTROL SUMMARY _�H H'Sa+!✓Un" CupynghlC.IIIXI Itor� t—�-= on Widter Vouinurl U 1 —� City �ZyaCc.t 5 ail (;lent General Information Site Information Intersection South "dram, Ave B SW 11th ; Analyst RPE/TAP Sf + Agency/Co Mramre, Florida I .lurrsdiction bate Performed 11/2012000 Analysis Year 0743. Year 2003 w/s,IB Analysis Time Period PM Peak South Miami Av 6 SW 111h Protect ID St - 2003 • With Site 6 Protects East/VJest Street. SW 11tH Street __ North/South Street South Miami ti Intersection Or+entation North-South T Study Periodod (hrs) 025 Vehicle Volumes and Adjustments Major Street _ Northbound Southhound Movement,2 g ------4 5 6 1 L T R L T__ Volume _ 99 571_ U 28 Peak -Hour Factor, PHF 1.00 1.00 1.00 1.00 - 1.00_ l Hcurly Flow Rate HFR 99 571 0 0 0 0 Percent Heavy Veh.c!es 0 0 -- - � Medan Type Undivided �. R T ChanneUzed Lanes _ 0 -� 2 0_ 0 0 0 ConflguraUon L; T Upstream Si-gnal � ___0 0 Minor Street Westbound Eastbound Movementvement �7 8 9 10 11 -_ 12 _ � L _ T R L T __R . Volume 481 44 _ 44 _ 0 _ _0 0 Peak -Hour Factor PHF 100 1.00 100 1 GG 1.00 100 Hourly Flow Rate, HFR 0 44 _ 44 _ 0 I 0 0 Percent Heavy Vehicles 0 0 0 I _ Percent Grade (°h) I 0 0 Flared Approach I! N N Storage 0 RT Channelized 0 0 Lanes 0 1 0 0 D 0 Configuration 1R Oela Queue Length, and Level of Service Approach NB SB Westbound _ Eastbound j Movement--- 1 4 7 8 9 10 11 12 Jj Lane Conf�gurat,on LT TR v {vphl 99 8B C (m) (vph) 1636 � 444 vlc 006 0.20 95% queue length — 0.19 073 ~ Centro! Delay 7.3 � 15 1 _os - ---- A Approach Delay 15.1 Approach L05 - - C I IniversllV Al F MOd4 tb the nt1bIle vana.a l record In connccttun v'litll _ • • • • • CAPACITY AND LOS WORKSHEET General Information Protect Description South Miami Av 8 131h St - Year 2003 With Site 6 Pro/acts Capacity Analysis r EB WB NB SB Lane group LTR 1.7R ---Jj 'LTR _ _ LTR Adj flow rate - 810 -- 1299 394 2449 - - 5.52 3004 - ISatflow rate 1909 �— 3242 Lost time 2.0 ,� 2.0 7C Green ratio 0 58 -J — fi±- 028 - 028 �- Lare group cap 1105 1 1877 687 843 vic ratio 073 0.69 0.57 063 ,Flow ratio 0.42 0.40 0.16 018 Crit. lane group Y N N Y Sum flow ratios 061 Lost time/cycle 8.00 Critical v/c ratio 071 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Lane group LTR LTR LTR LTR 'Adj- flow rate 810 1299 394 552 Lane group cap. 1105 1877 687 843 v/c rano 073 0.69 0.57 065 Green ratio 0.58 0.58 ~ 0.28 0.29 Unit. delay d1 as 84 _ 17.6 18.1 Delay factor k 050 050 050 0.50 �lncrom delay d2 4.3 2 1 3.5 39 PF factor 1.000 1 000 _ 1 000 1.000 'Control delay 13 1 10 6 2f 0 22.0 lane group LOS 8 8 C C Apprch. delay 13_1 106 21.0 22.0 !Approach LOS 8 8 C C Intersec delay 14.7 Intersection LOS 6 i/CsxWTW Cupyn6ht 0 2OW Umvasuy ul Nktnda, All ftMs Reservcd venwn i 1 Submitted Into the public roco In conncct n with Item on Al Walter (=oematt City Clerk 01- 515 III • C TWO-WAY STOP CONTROL SUMMARY General Inforation Site Information ---m-- -- -- ---- --- -- sw 1sr Avenuo a sw 11rn nto,sectlon Ana yst RPUrAP Street Ageacy"C o Miamt, Florida Jursact,on Date Performeu 11/20/2000 Anarysls Year 0743 - Year 2003 w/.Silo Ana'llysis lime Period PM Peak Protect ID SW 1st Ave 6 SW 11th Slreef 2003 With Site B Projects FasVNJer,t Street SW 11t.h Street rJorth/South Street SW 1st Avenue _ intwsecbon Orientat on. North South (Study Perod (his) 025 Vehicle Volumes and Adjustments Major Street 'Jo thto�nd 1 2 ti T� R _ Soulhbound L� T R Mo�emert .ro me 0 0 - - 028 - --- ---- 100 _ 1. co 1 00 603 - -- --- — 100 too _ PeaK•Hour Factor PHF Hourly Fiow Rate, HFR - —0 0 0 A 0 603 0 Percent Heavy Vehicles o j. _ _ -._�--_— Undivided 0- _ Medan Tyne RT Chanreozed I 0 0 Laces �— 0 , 0 0 0 1 0 C.orfrguratlon _ _� T Upstream Sfinal -j` _ 0 �� 0 Minor Street V':esitound Eastbound 1,Movement7 t3 — _ - 9 M R - _10 11 L T -_ - - 12 _R -- _ �- T Volume 358 0 0 0 0 0 Peak -Hour Factor, PHF 100 100 358—� 0 100 0 100 1.00 100 Hourly Row Rate, HFR _ 0 0 0 — Pefcert Heavy Vehic'-ill 0 0 -- -- 0 0 0 0 Percent Grade (%) 0 Flared Approach — /J r .. N— - Stotage - --0 - 0 RT Cnannenzed0 - 0 Lanes 1 G 0 0 0 0 --- Defay, Queue Len th and Level of Service i Approach N8 SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 7 Lane Configuration L V (vph) 358 J C (m) (vph) 465 _ Vlc 077 95% queue length 669 _ Control Delay -^ 342 LOS D _ - 34.2 Approach Delay Approach LOS - 0 h,5er n CnplrChtr'WK)1.Io. ravry141-hnJ.41iK.gh,lRcuncd Ven wn41 6ubmlttod into the public record In conncc,lvijth 01— 5 15 item ��.� on - S 1z`g A, f Walter Foeman City Clerk • 0 m • • • Capacity wid LOS W*mk0;ec0 • Page 1 of Ni 32006 Vopynghl ♦1 211041 Unrver%tq offlonuj• All R,ghIN Reimcd file://C:\WINDOWS\TEMP\s2k81 D5.TMI' Submitted Into the public recorcL In connee ton with ftom EZ -6 on Walter Fonrn;:1r1 Cihl Cleric version 4.1 01- 515 01/3 1/2001 CAPACITY AND LOS WORKSHEET General Information i lwject Description 0743 - South Uami Av & SW 8s1 St PM Year 2003 -With Site Capacity Analysis EA VVB NB Ss Lane group LT TR dj. flow rate 1365 985 Satflow rate 51.08 5140 ,-ost time 2.0 2.0 Green ratio 0.35 1 0.55 -ane group cap. 1788 2827 ;/c rat o 0.76 0.35 =low ratio 0.27 0.19 nt. lane group Y y Sum flow ratios 046 Lost time/cycle 600 Critical v/c ratio 051 Lane Group Capacity,Control Delay, and LOS Determination E8 We NB SB Lane group LT y TR Adj. flow rate 1365 985 Lane group cap. 1788 2827 is ratio 0.76 0.35 Green rat;o 0.35 0.55 Unif, delay d1 23.1 100 Delay factor k 0.50 0.50 I !ncrem. delay d2 3.2 0.3 PF factor 1.000 1.000 Control delay 26.2 10.4 I Lane group LOS C B pprch. delay 26.2 10.4 Approach LOS C B I Intersec. delay 19.6 Intersection LOS 8 Ni 32006 Vopynghl ♦1 211041 Unrver%tq offlonuj• All R,ghIN Reimcd file://C:\WINDOWS\TEMP\s2k81 D5.TMI' Submitted Into the public recorcL In connee ton with ftom EZ -6 on Walter Fonrn;:1r1 Cihl Cleric version 4.1 01- 515 01/3 1/2001 • • 1I1I17Mn3£ /.'apacity and LOS Woikslie� • Page I of I fj.-S?OOOTH Capprigh( 412(100l: oiversoy of rlondi, Ml Rights Re.cr%ed Van on 4 1 Submitted Into the public record in cc ;nc�,:;o1j %iitlt on !E1_2 -f f Walter Foeman City Clerk ot- 515 file://C:\WINM)OWS\TEL1P\s21a)0,�l.'FNII' 01/31/2001 CAPACITY AND LOS WORKSHEET General Information Project Description 0743 Swath Miarrl► Av 8 S W 7st St Pty! • Year 2003 • 4171h Sde Capacity Analysis EB 1N5 _ NB SB Lane group T R L LT Ad,. !low rate 1494 177 706 643 Satflow rate 3610 1615 11805 3610 Lost time 2.0 2.0 2.0 2.0 Green ratio 0.44 0.44 0.43 1043 Lane group cap. 1604 718 780 1560 •;c ratio 0.93 0.25 0.91 041 Flow ratio 0.41 10.11 0.39 0.18 Crit. lane group Y N IY N Sum flow ratios 0.81 Lost time/cycle 10.00 Critical v/c ratio 0.92 Lane Group Capacity, Control Delay,and LOS Determination EB WB NB SB Lane group T R L LT Ad,;. flow rate 1494 177 708 643 Lane group cap. 1604 718 780 1560 is ratio 0.93 0.25 0.91 0.41 Green ratio 0.44 0.44 0.43 10.43 Unif. delay dl 21.3 14.0 21.5 15.9 Delay factor k 0.50 0.50 0.50 050 Increm, delay d2 11.2 05 16.3 0.8 PF factor 1.000 1.000 1 000 1.000 Control delay 32.5 14.9 37.8 116,7 Lane group LOS C B D 1 8 nprch. delay 306 27.8 Approach LOS C C ntersec. delay 29.4 Intwsection LOS f: fj.-S?OOOTH Capprigh( 412(100l: oiversoy of rlondi, Ml Rights Re.cr%ed Van on 4 1 Submitted Into the public record in cc ;nc�,:;o1j %iitlt on !E1_2 -f f Walter Foeman City Clerk ot- 515 file://C:\WINM)OWS\TEL1P\s21a)0,�l.'FNII' 01/31/2001 • • • �I�I�Yle (: aracity and L.OS WorkShc* • Page I of I cnpyrigln s, 2000 Uurvcriay of rioriJ3, All Righu Rawrved velvan 4 1 Submlttod Into th^ ptrbltc reco In connL1cf;on valh Item on WalterFoemn City Cleric 01- 515 tile.//C.\WIND0WS\TEMP\s2k23B6 TMP 01/31/2001 CAPACITY AND LOS WORKSHEET General Information Project Description 0743 - SW 1st Av 8 SW 8st St Ph1 - Year 2003 -No site Capacity Analysis E8 WB NB SB Lane group TR L L7' Adj. flow rate 1458 604 14.3 Satflow rate 5102 1805 3610 Lost time 2.0 20 2.0 Green ratio 10,43 0.47 10.47 Lane group cap 2168 857 11715 /c ratio 0.67 0.70 10.06 Flow ratio 0.29 0.33 0.04 Cnt. lane group Y Y I N Sum flow ratios 0.62 Lost time/cycle 8.00 Critical v/c ratio 0.69 Lane Group Capacity, Control Delav, and LOS Determination EB WB NS SB '..ane group TR L L7' Adj. flow rate 1458 604 143 "ane group cap. 2168 857 1715 Ic ratio 0.67 0.70 0.09 Green ratio. 0.43 0.47 10.47 Unif. delay dl 18.5 16.6 11.5 Delay factor k 050 0.50 0.50 Increm. delay d2 1.7 48 0.1 PF factor 1.000 1'000 1.000 Control delay 20.2 21.4 11.6 Lane group LOS C C a pprch. delay 20.2 19.5 Approach LOS C 8 Intersec. delay 20.0- Intersection LOS 8 cnpyrigln s, 2000 Uurvcriay of rioriJ3, All Righu Rawrved velvan 4 1 Submlttod Into th^ ptrbltc reco In connL1cf;on valh Item on WalterFoemn City Cleric 01- 515 tile.//C.\WIND0WS\TEMP\s2k23B6 TMP 01/31/2001 eII�Y.I'Z:Z. • TWO-WAY STOP CONTROL SUMMARY IICSJflOtir" r'PYnghl C ?II(KI lli--ly ur r' �„ndy. All R-ghla Rv ,m,J Vm3an • I Submitted Into the public record In conne n with Itarn 1-Z (_ on �C�Li Walter Foeman 01- 515 City Clerk General Information Site Information Intersection SW 151h Road 6 SW 131h Analyst RPJTAP Streol AgencylCo Miami, Flonda Jurisdiction Date Performed 11/21x/2000 Analysis Year 0743 -Year 2003 w/Sr1e Analysis Time Period PM Peak SW 151h Rd 8 SW 131h St Protect ID Year 2003 With Site East/West Street SW 13th SlreSt _ NortnlSouth Street SW 15th intersection Orientation —East-West Study Period (his) 0.25 Vehicle Volumes and Adjustments _ Major Street Eastbound � Westbound Movement 1 2 �_ 3._ - 4 1.-- 5 6 _ ! L R L T R Volume__ 34 G3? 89 �_ 1461 278 Peak -Hour Factor PHF 0.94 C 94 094 0.97 092 0.92 Hourly Flow Rate, HFR _ 36 565 94 2 1588 302 Percent Heavy Vehicles _ 0 - —_= Median Type Undivided R T Cnannei�zed i 0 u 0 �ares 0 ; ? J 0 0 � ? 0 Configural on LT � TR — LT 7R Upstream Signal � 0 0 Minor Street Northbound Southbound Movement _ 7_ 9 g 10 _ 11 12 _ _ L T R L T R Volume ,� 0 0 f? 101 28 47 Peak -Hour Factor, PHF 1.00_ _ 100 _ 0.79 086 0.86 _0.86 Houry Flow Rate, HFR 0 0 15 117 32 � 54 Percent Heavy Vehicles 0 0 _ 0 0 percent Grade p _ 0 Flared Approach N � N T _ Storage_0_ 0 RT Channelized D _ 1 :_ares 0 0 f 4i 1 i f y 1 Configuration R _ L T R Dela Queue Length, and Level of Service Approach EB Yvi3 _ Northbound Southbound Movement 1 d 7 8 9 10 ii 12 Lane Configuration LT � LT � R L T R v (vph) -- 36 2 —� 15 117 32 P,4 C (m) (vph) 321 939 � 672 28 27 267 v/c 0.11 � 000 0.02 4.18 t 19 0.20 95% queue length 0,38 0.01 0.07 14.21 3 79 0.74 Control Delay 17.6 8.8 105 449.9 21.9 LOS C A B F F C Approach Delay -- -• 105 Approacn LOS -- � -• __._^� 8 F IICSJflOtir" r'PYnghl C ?II(KI lli--ly ur r' �„ndy. All R-ghla Rv ,m,J Vm3an • I Submitted Into the public record In conne n with Itarn 1-Z (_ on �C�Li Walter Foeman 01- 515 City Clerk General Information Site Information Intersection SW 151h Road 6 SW 131h Analyst RPJTAP Streol AgencylCo Miami, Flonda Jurisdiction Date Performed 11/21x/2000 Analysis Year 0743 -Year 2003 w/Sr1e Analysis Time Period PM Peak SW 151h Rd 8 SW 131h St Protect ID Year 2003 With Site East/West Street SW 13th SlreSt _ NortnlSouth Street SW 15th intersection Orientation —East-West Study Period (his) 0.25 Vehicle Volumes and Adjustments _ Major Street Eastbound � Westbound Movement 1 2 �_ 3._ - 4 1.-- 5 6 _ ! L R L T R Volume__ 34 G3? 89 �_ 1461 278 Peak -Hour Factor PHF 0.94 C 94 094 0.97 092 0.92 Hourly Flow Rate, HFR _ 36 565 94 2 1588 302 Percent Heavy Vehicles _ 0 - —_= Median Type Undivided R T Cnannei�zed i 0 u 0 �ares 0 ; ? J 0 0 � ? 0 Configural on LT � TR — LT 7R Upstream Signal � 0 0 Minor Street Northbound Southbound Movement _ 7_ 9 g 10 _ 11 12 _ _ L T R L T R Volume ,� 0 0 f? 101 28 47 Peak -Hour Factor, PHF 1.00_ _ 100 _ 0.79 086 0.86 _0.86 Houry Flow Rate, HFR 0 0 15 117 32 � 54 Percent Heavy Vehicles 0 0 _ 0 0 percent Grade p _ 0 Flared Approach N � N T _ Storage_0_ 0 RT Channelized D _ 1 :_ares 0 0 f 4i 1 i f y 1 Configuration R _ L T R Dela Queue Length, and Level of Service Approach EB Yvi3 _ Northbound Southbound Movement 1 d 7 8 9 10 ii 12 Lane Configuration LT � LT � R L T R v (vph) -- 36 2 —� 15 117 32 P,4 C (m) (vph) 321 939 � 672 28 27 267 v/c 0.11 � 000 0.02 4.18 t 19 0.20 95% queue length 0,38 0.01 0.07 14.21 3 79 0.74 Control Delay 17.6 8.8 105 449.9 21.9 LOS C A B F F C Approach Delay -- -• 105 Approacn LOS • • • Ab General Intorination VO -WAY STOP CONTROL SUMM Site Information --_-_ r... � 'rterGocticr South 1r1tJ1!11 AVe 11111 S1 ~ � SIV _ �JIIrISd C110r nal sls Year 0743 Year 2003 w/site 2G00 �• r !� '�rtti �. P.7 Pt ,lk ___ I pwwct ID 0743 - South hlranu Av 6 SW 11111 S, - Year 2003 - 0/1111 Site En°.t "J`.'est Strtre:SA, 111.x1 Strcr,l Noilh/South Street. Scuth Miami Avenue —� Intersect cr (Dnentat cn My rM-Su,i!h 51udy Period (hrs) 0.25 Vehicle Volumes and Adjustments Major Street Nor-thbound Southbound r,Ao:emen' 1 2 3 4 5 6 l_ T R L T R /ou:rne 99 571 0 28 0 Peak-Ho-jr Factor PHF 100 1.00 1.00 1.00 1.00 Hourly Flow Rale, HFR 99 571 0 1 0 0 0 Percent Heavy Veh cles 0 1 0 — '.I ed inr Type Undivided RT Ctianne:ized 0 _ 0 Lanes G 2 0 0 0 0 Contk;urat,or LT T _ Jnstrear•, 5itwnal _ 0 0 ",linor Street Westbound Eastbound "Movement 7 a 9 10 11 12 L T R L T R Volume 481 44 44 0 0 0 Peak -Hour Factor, PHF 100 foo 1.00 1.00 1.00 1.00 Hourly Flow Rate, MFR 0 44 44 0 0 0 Percent Heavy Vehicies 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Cnannef zed Lanes Confi uraGon 0 1 0 0 TR 0 0 0 0 Dela , Queue Len ttt, and Level of Service pproach N8 so Westbound Eastbound Movernert 1 4 7 8 1 9 10 11 12 Lane Configuration LT TR (v ph) 99 88 C (m) ivph) 1636 444 v/C 0.06 020 95% .jueue length 0.19 0.73 Contrul Delay 73 15.1 LOS A L C Approach Delay — — 15 1 Approach LOS — — C N('S_[irlrtt t'upyrtgln t` 7u!'Ulrun80tw w11m1W. IIM16cNbllc Vellion4 1 rocord.>ln conncc ::)n wijit U 1 Itom � on z u Walter Fooinan r?6L* e s3{taIL r -e Ha Mtn gg gr�par43,.7ii.'w#`c 4 T zo i'a e r mt r S ; j V '"£�'t�'; ,ey[` xKr tk y3. 'Wi "M ." A u ,.j�. �, r+'s t C: r, ✓ xr ,o * 'r r w' 1*�Yi„p �.f ,( l el "34 sr3s " i�'a Axyv 4 0) 0 y�,y, "iil kit" APPENDIX B CAPACITY ANALYSES OF EXISTING CONDITIONS i '3-3.L l�'1vk�Ek 4fY�{i' =is y},kf ttrw� P�aza'3ki,'�'ui4 ta�F ,y x , 8ubmltted iMo the publta ■■� /�/� ^ meq• X11• �l V� ^ th on lw y Walter Foeman City clo* 01- 515 TWO-WAY STOP CONTROL SUMMARY General Information Site information �' _ - • _ -__ ` Analyst RPF/TAP Agency/Co Miami. Florida Date Performed 11/20/2000 Analysis Time Period PM Peak Intersection T SW 1st Avenuo B SW 11th Street Jurisdiction Analysis Year 0743 - Existing Project ID 0743 - SW 1st Ave 6 SW 11th Street - Existing Easel Street SW_ f Ith Street North!South Street SW fsf Avenue Intersection Orientation North-South ]Study Petiod (hrs) 025 j Vehicle Volumes and Adjustments Major Street Movement_ - ---- Volume Peak -Hour Factor PHF Hourly Flow Rate, HFR Northbound _ L T �--R---- 1 2 3 0 _ 0 0 100 ` 1 DOC 1.00 _ 0 0 0 ^_ 4 26 1.00 0 Southbound 5 6 T R 481 _ 100 481 0 Percent Heavy_ Vehicles 0 - 0 - _ - — - - Median Type I Undivided RT Channelized A T 0 0 Lanes 0 0 0 0 1 0 Configuration TT upstream Signal Westbound 7 a--�- i 9 u ' —I_- R 28 0 0 100 1.00 _ 100 26 0 0 0 0 0 0 ! Eastbound 101 11 12 — L T R 0 0 0 f.00 100 1.00 0 _ 0 0 1-0 0 _ 0 T 0 Minor Street Movement — -- VDIUme Peak -Hour Factor, PHF Hourly Flow Rate, HFR Percent Heavy Vehicles �— Percent Grade l Flared Approach T _ N N Storage 0 RT Channelized _ 0 0 Lanes 1 0 0 0 0_ 0 Configuration _ L -- Delay, Queue Length., and Level of Service Approach NB SB Westbound Eastbound AAovement 1 4 7 8 9 10 11 12 Lane Configuration L v (v ph) 28 C (m) (vph) 548 vlc 005 _ 95% queue length 0.16 Control Delay _ 11 9 LOS Approach Delay 11 9 Approach LOS HE`S+OO�M Cbpynghl O :Oiq 1: �ax�ry ri I'Inr�d II Riphi. Rescrvcd Venion 4 1 tibmlttoa lento th"oe record in ctann:,ii-ion with itmm 7fi- on . �" lu 0 ,� V"J:'Kar 1 0it"Inan Ciiy Gtalk 0 • • :AI17�Y�!II Capacity and LOS Worksheet• Page 1,or 1 ff:'S11x10T'r Cup yngIit .1" 20II0 Uwvv,0Y ; 111--w1j. All Rq Wx F:e;o ved Submlttrd Into tho public rocor4 in connec n with Itaril ? •-� On zZH c; Waltor Foornan City Clerk file://C \WINDOWS\TEh1P\s2k3285.Th1P Version J 1 01- 515 02/01/2001 CAPACITY AND LOS WORKSHEET General Information Project Description 0743 - SW 1st Ave 8 Coral Way - PM Peak Existing Capacity Analysis EB V46 NB SB Lane group TR LT 1_ LR R L LTR R Adj. flow rate 601 1161 96 0 19 56 139 255 Satflow rate 3566 3365 1039 1900 1615 1805 1900 1615 Lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Green ratio 0.52 052 0.34 1034 0.34 034 034 0.34 Lane group cap. 1839 1735 357 1653 555 620 653 555 /c ratio 0.33 0 68 0.27 0.00 0.03 009 0.21 0.46 Flow ratio 0.17 0.35 0.09 0.00 0.01 0.03 007 0.16 CO. lane group N V N N N N N V Sum flow ratios 0.51 Lost time/cycle 9.00 Critical v/c ratio 059 Lane Group Capacity, Control Dela and LOS Determination E8 WB NB SB Lane group TR LT L LR R L LTR R Ad,-. flow rate 601 1181 98 0 19 56 139 255 Lane group cap. 1839 1735 357 653 555 620 653 5.55 /c ratio 0.33 0.68 0.27 0.00 0.03 0.09 0.21 0.46 Green ratio 0.52 052 0.34 1034 0.34 0.34 10.34 0.34 Unif, de!ay d1 90 11.6 15.2 13.8 13.9 14.2 14.9 16.4 Delay factor k 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 Increm. delay d2 0.5 2.2 1.9 0.0 0.1 03 0.7 2.7 PF factor 1.000 1.000 1.000 1.000 1.000 1'000 1.000 1.000 Control delay 9.5 13.7 17.1 13.8 14.1 14.5 15.6 19.1 Lane group LOS A B B 8 B B B B pprch. delay 9.5 13.7 166 17.4 Approach LOS A 8 8 B Intersec delay 13.5 Intersechon LOS a �J ff:'S11x10T'r Cup yngIit .1" 20II0 Uwvv,0Y ; 111--w1j. All Rq Wx F:e;o ved Submlttrd Into tho public rocor4 in connec n with Itaril ? •-� On zZH c; Waltor Foornan City Clerk file://C \WINDOWS\TEh1P\s2k3285.Th1P Version J 1 01- 515 02/01/2001 CAPACITY AND LOS WORKSHEET General Information Project Description 0743 -South Miami Av B 13►h S(- Existing Capacity Analysis EB WB _LTR NB GB Lane group � LTR LTR _LTR Adl. flow rate 571 1159 293 453 Sallow rate 2410 3301 2572 3080 Lost Ume 20 20 20 2.0 Green ratio 1058 j 0.58 0.28 10,28 Lane group cap 1 1395 I 1911 722 865 v/c ratio0.41 --J( 0.61 0.4 f� 052 Flow ratio 024 J 0.35 0.1 f 0.15 Crit lane group N � N Y y Sum flow ratios 0 50 Lost Ume;cycle Soo Critical v/c rano 058 Lane Group Ca aci , Control Delay, and LOS Determination _'•'''�' EB 7 WB A 58... Lane group LTR � LTR LTR LTR An;. flow rate Lana group cap. 571 � 1159 1335 1911 293 722 453 865 v!c rano 0,41 0.61 0.41 0.52 Green ratio 0.-58 -' 0.513 0.28 0.28 Unit decay dl 8.6 � 78 1 16.8 17.3 8 Delay factor k 0.50 0.50 1 0.50 050 Increm delay d2 09 1.4 1.7 2.3 PF factor 1 000 1.000 1.000 1.000 Control delay Lane group L05 7.5 A 9.2 A�� 18.3 e 19.6 e Apprch. delay 7.5 92 18.3 19.6 rrrsa000^+ Copp.& O N*Kb Univasay o(Mcwtds All RigA1s Raxrvcd Vmwn 4 1 SUblltltted lnha the Dubtle" roan In C0nnE,,,,n with Item�� on W011er 1=aernan City clerk 01- f.5 Approach LOS A A 8 8 intersec. delay it8 Intersect,on LOS 8 �irri�>�►�t TWO-WAY STOP CONTROL SUMMARY xcs�uroTM :YPIi�1�1��4�iiN -nr �u Kpi Fr record In Coni1� item on Witiler l ocman 01- 515 City Clerk, vont ri �'� Genera_I Inform_a_tio_nf__jSite Information Intersecnon South Miami Ave 6 S W 11th I Analyst RPElTAP St Agency/:;c Miamra. F1ur;da Jinsdict,on � Date Performed 11/20/2000 Analysis 'Tear 0743 - Existing Analysis Time Period PM Peak i Project !D 0743 • South Miami Av R 11th Slree! Existing Eastest Street S W 11th Street INe+thlSouth Street South Miami Avenue Intersection Orientation North-South IStudy Per.od (hrs) 0.25 Vehicle Volumes and Adjustments Major Street �-- Northbound Southbound Movement4 5 6_.-- � L R T R i Vo;ume 15 35? 0 Peak -Hour Factor. PHF 100 _— 100 100 100 � ^ 100 Hourly Flow Rate, HFR ! 15 352 0 0 j 0 0 I Percent Heavy Vehicles 0 -- 0 Medan Type Undivided J RT Channeuzed J O II 0 lanes ! 0 2 0 I 0 0 0 ConliguraUon ; L T Upstream 5i nal —I _ Minor Street �"Jestbound Fasttx,und � :Aovernent i 7 6 9 10 11 12 ! i. T R L 7_ R Volume 481 7 41 i— 0 0 ----- 0-•-_- - Peak -Hour Factor. PHF I 100 100 _ 1.00 j 1.00 _— 1.00 _ v1.00 Hourly Flaw Rate, HFR 0 _ 7 41 j 0— Percent Heavy Vehicles � 0 0 D — 0 Percent Grade (%)--------�T-_- -- 0 0 Flared Approach I — _N J � N _Storage 0 _ ______0 R7 Channelized 0 Lanes � 0 1 0 � 0 0 0 —1 Configuration TR � ! Delay, Queue Len th and Levet of Service Approach NB Westbound _— Eastbound Movement 1 4 � 7 B 9 10 1�� 12 Lane Configuration L7�� TR — v (v ph) _ 15 48 C (m} (vph) 1636 1303 _ v/c 0.01 006 , 95°7° queue length C 03 0.19 ! Control Delay 7.2 98 LOS A ---- i --j -- - � A Approach Delay !� •- � 96 _ Approach LOS A Copp tight C i �— • 0 Uapacity and LOS Wurkshect• Page I of I CAPACITY AND LOS WORKSHEET General Information Project Description 0743 - SW 1st A S SW Est St PM Peak - Existing Capacity Anal sis E9 WB N13 SB Lane group TK L LT nl new rate »:'o 1 1 1 1iJe 5zs i Satflow rate 15127 1 1805 3610 Lost tirne 2.0 2.0 2.0 Green ratio 043 0.47 0.47 Lane group cap 2179 957 1715 /c ratio 0.61 1 JO.16 10.31 Flow rat'o 026 0.08 10.15 Crit lane group Y N Y Sum flow ratios 0.41 Lost time/cycle 1 8.00 Critical Vic ratio 1 0.45 Lane Group Capacity, Control Delay, and LOS Determination E6 vvB NS S8 Lane group TR L LT dj flow rate 1326 136 529 Lane group cap. 2179 857 1715 /c ratio 0.61 0.16 0.31 Green ratio 0.43 0.47 0.47 Unif delay d 1 17.8 11.9 12.9 Delay factor k 0.50 0.50 0.50 ncrem. delay d2 1.3 04 0.5 PF factor 1.000 1.000 1.000 Control delay 19.1 12.3 13.4 Lane group LOS 1 8 B I B pprch delay 19.1 13.2 ,Approach LOS B B Intersec. delay 171 Intersection LOS B H('.1;2(Mk)' 4 cjpyngia a' 2, ioUvi-mtvI i� i,lj, •UI kigl•u Retmed Version 4 I file:l/C::1WINDOW S\7'EN1P\s2k5024.Ttirn SubmlttOd Into the rjuhllc record 3n ca^n� ��Ion ►"pith item 1! 2 on City Clerk 01- 51.5 01/31/2001 • • 0 f'aracity and LOS Worksheeis • Page 1 of I NC:;?UJUTM ('npy61110 (1 200+ 1 .1' i —I1 , 411 k,eI,1i kc.cr.eJ Submitted Into thl rrlhlic record In coil11 with Item PZ---(-, 0,-J -1 Woltor Foornat i City Clerk file //C \WfNDOWS\TEMP\s2k5024.Th1i' version 4.1 01- 515 01/31/200 1 CAPACITY AND LOS WORKSHEET General Information Project Description 0743 - South Miami Av & SLN 7st St PM Peal - Ex,sting Capacity Analysis E9 we NB SB Lane group T R L LT Ad,;, ticw rate 1408 fE7 564 547 Sattiow rate 3610 1615 1805 3610 Lost time 20 2.0 Z 0 2.0 Green ratio 1 1 1044 044 043 043 Lane group cap 1604 718 780 1560 /c ratio 086 023 075 0.35 Flow ratio 039 0 10 032 0.15 Crit lane group y N Y N Sum flow ratios 0.71 Lost time/cycle 1000 Critical v/c ratio 06f Lane Group Capacity, Control Delay nd LOS Determination EB JVB NB SB Lane group T R L LT Adj. flow rate 1408 167 584 547 Lane group cap. 1604 718 780 1560 /c ratio 066 0.23 1075 0.35 Green ratio 044 044 0.43 043 Unif. delay d1 205 13.9 19.3 15.4 Delay factor k 0.50 0.50 0.50 0.50 Incrern. delay d2 7 1 0.8 6.5 0.6 PF factor 1 000 1.000 1'000 1.000 Control delay 276 14 7 25.8 16.0 Lane group LOS C B C B pprch. delay 26 3 21.1 Approach LOS C C Intersec. delay 24.1 Intersection LOS C NC:;?UJUTM ('npy61110 (1 200+ 1 .1' i —I1 , 411 k,eI,1i kc.cr.eJ Submitted Into thl rrlhlic record In coil11 with Item PZ---(-, 0,-J -1 Woltor Foornat i City Clerk file //C \WfNDOWS\TEMP\s2k5024.Th1i' version 4.1 01- 515 01/31/200 1 IAZIY�a Intersection LOS 8 Z 1lC5)(xJOT" Copyri&h� c ;0ig1 IJnrvw&ay of Fl.wtda All k+6hu Rcwrvcd Vas�aa 1 1 Submitted Into the public record connection with Itom C on �z� Walter Foeman CRY Cleric 01. 515 ____ � CAPACITY AND LOS WORKSHEET m Generallnioration � J Project Description 0743 -South Miam/ Av b SW Bst SI PM Peak - Eristr"np Capacity Analysis i Ea W13NB_ SB Lane group LT 7i? ^J_ Adj. flow rale 1287 767 Sattlow rate 5108 � _5149 _ Lost time 20 20 Green ratio 0.35 01-5 � Lane group cap � 1788 2832 vJ Vic tato T 0.72 027 Flow ratio 0.75 015 Crit lane group Yom! �, Y Sum flow ratios �. 0.40 Lost time/cyde 800 Critical Vic ratio , 0.45 Lana Group Capacity, Control Delay, and LOS Determination 7.'• Ed 1hB NB S8 Lane group LT� T� _ TR Adj flow rate � 1287 767 Lane group cap. 1788 � 2932 Vic ratio 0.72 0,27 Green ratio � 0.35 055 Unif delay d1 ?2.6 � 9.5 Delay tactor k 0.50 � 0.50 Increm. delay d2 � 25 02 PF factor � 1000 I 1.000 Control delay 25.1 9.9 Lane group LOS C A Apprch. delay 25.1 96 Approach LOS G A Intersec delay 194 F: Y IMA x �,�F!'�� ` h �"F y a a.d'�fdtcs' `•tyw��F'��`s�k'�"+,0`„�� i c` Y d + APPENDIX C x CAPACITY ANALYSES OF BAR 2003 BACKGROUND on .Ac Walter Fadman c4 , 01- 515 l►IeT1vs 0 TWO-WAY STOP CONTROL SUMMARY HCS:OW� !'rrpynghl h 2tW111'nrva al • of F1 ,riJ All R.6hu Rc rwd Venion a 1 �ubmIttod Into the Puhlle reco[�! In Co,?,"V: V0fl With Item I �t on Z` °I 01- 5 5 Wattur Food Genual Information Site Information Intersection SIN Jsf Avenue B SW 11th Analyst RPEJ7'AP Street Agency;Co Miami, Flonda Jurisdiction Date Performed 11/20/2000 Analysis Year 0'43 - y'sar 2003 w/o Site Analysis Time Period PM Peak Project iD SW 1st Ave B SW 11th Street Year 2003 - No Site East/West Street. SW 11Ui Street _ North/South Street: _ 5W ist Avenue Intersection Orientation North-South -Study Period his 025 Vehicle Volumes and Adjustments Maj_ot Street__, Northbound Southbound Movement--�----? ----J---- 3 a– 5 6 Volume 0 __ 0 0 __ J 28 510 Peak -Hour Factor, PHF 1 0E0__ 100 1 00 _l 100 1.00 _ Hourly Flow Rate, HFR__ D —_— 0 0 0 510 _ 0 Percent Heavy Vehicles 00;0 0 — -- r� Median type Undiwded � RT Channelized 0 0 Lanes I C � 0 D Configuration T Upstream Signal j U0_ Minor Street _ _VJeslbound Eastbouna Movement 7 9 � 10 11 12 L R , L T R Volume 30 !0 ( D--' 0 0 _ 0 Peak -Hour Factor, PHP _ 1.00_ 1.00 1 00 _ 1,00 100 100 Hourly Flow Rate, HFR 30 0 1 0 T O � D 0 Percent Heavy Vehicles U 0 � G 0 � 0 � Percent Grade (°�a) 0 0 Flared Approach N N Storage 0 0 _ RT Channelized 0 Lanes 0 0_ -_>-DO,# 0101k 0 G _ U Configuration L � Dela Queue Len th and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 7 8 4 10 11 12 Lane Configuration _ L V (vph) _� C (m) (vph) 527 v!C 0.06 95°!o queue length 0.18 Control Delay 122 l LOS — — 0 ----�-- o.pproach Delay – -• 12.2 Approach LOS – -- B TWO-WAY STOP CONTROL SUMMARY HCS:OW� !'rrpynghl h 2tW111'nrva al • of F1 ,riJ All R.6hu Rc rwd Venion a 1 �ubmIttod Into the Puhlle reco[�! In Co,?,"V: V0fl With Item I �t on Z` °I 01- 5 5 Wattur Food Genual Information Site Information Intersection SIN Jsf Avenue B SW 11th Analyst RPEJ7'AP Street Agency;Co Miami, Flonda Jurisdiction Date Performed 11/20/2000 Analysis Year 0'43 - y'sar 2003 w/o Site Analysis Time Period PM Peak Project iD SW 1st Ave B SW 11th Street Year 2003 - No Site East/West Street. SW 11Ui Street _ North/South Street: _ 5W ist Avenue Intersection Orientation North-South -Study Period his 025 Vehicle Volumes and Adjustments Maj_ot Street__, Northbound Southbound Movement--�----? ----J---- 3 a– 5 6 Volume 0 __ 0 0 __ J 28 510 Peak -Hour Factor, PHF 1 0E0__ 100 1 00 _l 100 1.00 _ Hourly Flow Rate, HFR__ D —_— 0 0 0 510 _ 0 Percent Heavy Vehicles 00;0 0 — -- r� Median type Undiwded � RT Channelized 0 0 Lanes I C � 0 D Configuration T Upstream Signal j U0_ Minor Street _ _VJeslbound Eastbouna Movement 7 9 � 10 11 12 L R , L T R Volume 30 !0 ( D--' 0 0 _ 0 Peak -Hour Factor, PHP _ 1.00_ 1.00 1 00 _ 1,00 100 100 Hourly Flow Rate, HFR 30 0 1 0 T O � D 0 Percent Heavy Vehicles U 0 � G 0 � 0 � Percent Grade (°�a) 0 0 Flared Approach N N Storage 0 0 _ RT Channelized 0 Lanes 0 0_ -_>-DO,# 0101k 0 G _ U Configuration L � Dela Queue Len th and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 7 8 4 10 11 12 Lane Configuration _ L V (vph) _� C (m) (vph) 527 v!C 0.06 95°!o queue length 0.18 Control Delay 122 l LOS 0 • C'ahacity and I.(.)S \Vorkshcct0 • Page 1 of I tai I. Co rnriB lu , 20001 InjRwi1Y orrl-,da, All R�gRight.,R-'(vCd �eruon 4.1 I11:i:90)ri Submlttod Into the public record; In connc:,"!o) with It81r1)--= CII z.kl.Lv Walter Foetnan Cq Clerk file://C'\WIND0WS\TE.kIP\s2k637H TNIP 02/01/2001 1ZII1�'Lt• - CAPACITY AND LOS WORKSHEET General Information Project Description 0743 - SW 1st Ave 6 Coral Way - PM Peak - No Site Capacity Analysis EB WB NB s6 Lane group TR LT L LR R L LTR R Adj. flow rate 638 1254 105 0 21 59 147 274 Satflow rate 3565 3356 1031 1900 1615 1805 1900 1615 Lost time 20 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Green ratio 0.52 0.52 0.34 1034 0.34 0.34 0.34 0.34 Lane group cap. 1839 1730 354 1653 555 J 620 653 555 /c ratio 0.35 0 72 0.30 0.00 0.04 0.10 0.23 0.49 Flow ratio 0.18 0.37 0.10 0.00 0.01 0.03 0.06 0.17 Crit. lane group N Y N N N N I N Y Sum flow ratios 0.54 Lost time/cycle 9.00 Critical v/c ratio 1 063 Lane Group Ca acit Control Dela and LOS Determination EB WE NB SB Lane group TR LT L LR R L LTR R Adj. flow rate 638 1254 105 0 21 59 147 274 Lane group cap. 1839 1730 354 1653 555 620 653 555 /c ratio 0.35 0.72 0.30 10.00 004 0.10 0.23 0.49 Green ratio 0.52 0.52 034 0.34 0.34 0.34 034 0.34 Unif. delay d1 9.1 12.0 15.3 13.8 14.0 14.2 14.9 16.6 Delay factor k 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 Increm, delay d2 0.5 2.7 2.1 0.0 0.1 0.3 0.8 3.1 PF tactor 1.000 1 000 1.000 1,000 1.000 1'000 1.000 1.000 Control delay 9.7 14.7 17.5 13.8 14.1 14.6 t5.7 19.7 Lane group LOS A 8 B 8 B 8 8 8 pprch. delay 9.7 14.7 16.9 17.9 Approach LOS A B 8 8 Intersec. delay 14.1 Intersection LOS 8 tai I. Co rnriB lu , 20001 InjRwi1Y orrl-,da, All R�gRight.,R-'(vCd �eruon 4.1 I11:i:90)ri Submlttod Into the public record; In connc:,"!o) with It81r1)--= CII z.kl.Lv Walter Foetnan Cq Clerk file://C'\WIND0WS\TE.kIP\s2k637H TNIP 02/01/2001 1ZII1�'Lt• - • • 0 CAPACITY AND LOS WORKSHEET General Information _ Project oescnpt+on 0743- South Miami Av d 13th St - Year 2003 - No Site Capacity Analysis—� EB � Wo NB SB Lane group LTR LIR LTR , 'LTR Add. flow rate 607 1229 311 488 Satflow rate 2329 -- — 3293 2477 3065 Lost time 2.0 2.0 ?. D Green ratio _2.0 058 058 0.28 0.28 Lane group cap. 1348 1906 695 860 - v!c ratio 045 0 64 045 057 Flow ratio 0.26 0.37 013 0.16 Crit lane group N Y N Y Sum flow ratios 053 Lost timelcycle 800 Critical vlc ratio 062 _ Lane Group aillacity,Control Delay, and LOS Determination EB WB NB SB Lane group LTR LTR LTR LTR Adi flow rate 607 1229 311 488 Lane group cap. 1348 1906 695 860 vie ratio 045 064 0.45 057 Green ratio _ 058 0.58 028 0.28 Unlf delay d1 6.8 81 16.9 17.5 Delay factor k 0.50 0.50 050 0.50 Increm delay d2 1 1 ` 1.7 2.1 ?.7 PF factor 1000 1 000 1.000 1 D00 Control delay7.9 9 8 18.9 20.2 Lane group LOS A A B C Apprch delay 79 9.8 18.9 20.2 Approach LOS A A B C Intersee. delay 12.4 Intersection LOS 9 RY('S3("TM t'opynght c: 7u1mi Universal, W Flwi" All kigha Reserved Version A ' Submitted Into tho public, rocord in conn x'.1lon with item L G on -1&41%3 Walter F wman City Clerk 01. 515 7 7105_000TM C'op},�gnt 0INKUth'rnitll�t rV1r�L�ll [jlr•JS ` '�il/llti Venum a l reclOrd in cOrin0clil �t r»ith item "Pti6. on } r� o i — 5115 Vw.l.er I uema City Clerk TWO-WAY 570P CONTROL SUMMARY ; General Information s Site Information _ Intersect on South Miami Ave B SW 7irh Analyst RPF/TAP S! AgencylCo Mramia, Flonda Junsdretion Date Performed 1112012000 Analysis Year 0743 - Year 2003 w/o site Analysis Time Period PM Peak 0743 -South Miami Av & 11!n Project ID Sl -Year 2003 • No Site East/West Street SW 11th Slreel — )North/South Street South Miami Avenrie Intersection Orientation. North-Sou!h_ JSiudy Period his 025 Vehicle Volumes and Ad'u� stments _ Major Street _ PJorrhbound —J Southbound Movement 3 I 4 5 6 j L � T R Volume 76 374 D 26 D Peak -Hour Factor, PHF 1.00 1 DO _ 100 _ 1.00 _T 1.00 Hourly Flow Rate, HFR 16 374 0 0 0 0 Percent Heavy Vehicles C -- - O - - Median Type !✓'nd,vided RT Channelized - 0^ 0 Lanes 0 2 �_ 0 0 0 I Configuration LT T j U stream Sr nal 0 I 0 ��'1 Minor Street INestbeund —J Eastbound Movement -v_-8 9 I 10 11 1` i1_ L T R � L� T� R�__ Volume 481 7 44 ; 0 0 U Peak -Hour Factor, PHF 700 100 1.00 1.00 —1 00 1.00 J Hourly Flow Rate, HFR 0 7 44 _ 0 0 D Percent Heavy Venicles 0_ � 0 0 D 0-�j Percent Grade ("/°)o_ 0 Flared Approach N � I N Storage 0 � RT Channelized 0 0 Lanes _ D� 0 � 0� 0 Configuration ! ^ TR Dela Queue Length, and Level of Service ' -- Approach NB SB _ Westbound Eastbound Movoment —^--- 1 -- -- 4 7 8 9 10 11 12 Lane Configuration LT — TR v (vph) 16 51 C (m) (vph) _ 1636 793 vlc � 0.01 0.06 95% queue length 0.03 0.21 Control Delay 72 9.9 LOS A A Approach Delay -- - 99 �I�II��cie� Approach LOS -- JJ A J IZIZIfjCZly TWO-WAY STOP CONTROL SUMMARY General Information T _ Site Information Analyst Intersection 5W 15th Road 8 SW 13th RPE%TAP Street Agency/Co Miami, Florida jurisdiction Date Performed 11/28/2000 j Analysis Year 0743 - Year 2003 w/o Site i Analysis Tme Period PM Peak !� Protect ID 0743 - SW 151h Rd B SW 13th St - Year 2003 No Site EastANest Street. SW 13th Street _ — __]North/South Street: SW f 51h Road Intersection orientation East-West IStuey Period thib) 025 _ Vehicle Volumes and Adjustments Ma or Sfreef Movement �_ _ -- Eastbound _ ; - Westbound 1 1 3 4 5 6 Volume 34 -� - 486 89 �� 2 _ 1359 259 _ PeaK-Hour Factor, PHF 094 0 940 94 092 0.92 0.92 Hourly Flow Rate, HFR 36 517 94 2 1477 281 Percent Heavy Vehicles 0 I - —y 0 Median Type Undivided RT Channe' zed _ _ 0 0 Lanes 0 { 2 0 i 0 2 0 Configuration LT j TR LT TR Lpstream Signal Minor Street Movement Ncrthbound Southbound 7B 9 ! 10 11 12 T — R ! - T R Volume — —L --- - -_ — 0 0 12 j 92 28 -47� Peak -Hour Factor, PHF 100 100 0791 086 0 86_ 086 _ �32 Hourly Flow Rate, HFR 0 0 15 106 54 Percent Heavy Venicles _ D 0 0 F--0 0 0 Percent Grade (%i 0 0 Flared Approach N v N _ 0 RT Channel zed 1 Lanes 0 0 1 J 1 1 ContiguraLon� �— R.�� L J T R Delay, Queue Length, and Level of Service Approach EB We Northbound Southbound Movement 1 4 7 8 10 11 12 Lane Configuration LT LT _9 R L T R v (vph) 36 2 15 106 32 54 C (m)(vph) 361 978 696 35 35 295 v!c — 0.10 000 0.02 3.03 091 0.18 95% queue length 0.33 001 0.07 12 15 3.28 0.66 Control Delay 16 1 8 7 10.3 295.2 19.9 LOST C _ A B _., F F C Approach Delay 10 3 692.3 Approach LOS - F -^� �y�� HCS?000TH i- q` y-1eet �jy }ABB eN �(� :'ur,r��nl r.i _u:Mr l.lSoti1 iffird. fltW11eIJM JJUbIJC Version 4 1 record In con,; is la n tarlih ttt3i'i1 . on 01— 515 wnlier Foeinan C:11y C.:1C?YfC IZIZIfjCZly • • r� C'atachy and IMS Workshee0 • 11.1 !e I of I CAPACITY AND LOS WORKSHEET neral Infnrmatinn Project Description 0743 - SW 1st Av 8 SW 8st St PM - Year 2003 - With Site 0.70 Capacity Analysis Flow ratio 0.29 0.33 EB W8 N8 C lane group SB Lane group TR L LT dj. flow rate 1459 604 143 Satflow rate 5102 1805 3610 Lost time 2.0 20 2.0 Green ratio 1 043 0.47 0.47 I an. -- rnn I I)1 i;R I I OC -7 7 c Ic rat,u 0.67 0.70 0.08 Flow ratio 0.29 0.33 0.04 C lane group Y Y N Surra flow ratios 0.62 Lost time/cycle 8 00 Critical v/c ratio 069 Lane Group Capacity, Control Delay, and LOS Determination EB W8 N8 SB Lane group TR L L7- dj. flow rate 1458 604 143 Lane group cap. 2168 857 1715 ;c ratio 0.67 0.70 0.08 Green ratio 0.43 0.47 0.47 Unif delay dl 16.5 16.6 11.5 Delay factor k 0.50 0.50 0.50 Increm. delay d2 1.7 48 0.1 PF factor 1.000 1 000 1.000 Control delay 20.2 21.4 11.6 Lane group LOS C C B pprch. delay 20.2 19.5 Approach LOS C 8 Intersec delay 200- Intersection LOS 8 Irc ""'26001" Oopyrighl 21100 Univeri.ty A ha,,13. All RtghL, Re,ervcd Version 4.1 li1e'//C:1W1NU0WS1TEN1P1s2kF 166.TN1P Submitted Into tho public recd In conn9c0on with Item a-7 �- Vit�llCf" f x'1nan C:jt�� C:lerlc 01- 515 02/01/2001 Capacity and 1,00 Workslice� • Page 1 of I CAPACITY AND LOS WORKSHEET General Information Pro;ec I)escription 0743 - South Miami Av & SAN 7s; St PM - Your 2003 - No Site ,Capacity Analysis EB 1NB NB SB Submitted Into the public record In car na4ia�nw�tth = . item - on 5I� Walter !:oE�nian CRY Clark 01- 515 file://C \WINDOWS\TEMP\s2kDOA3.Tti1P 01/31/2001 �Z�I�Y�eZ� • - .green rano U.•0.4 V.4K V.:J U.4J Lane group cap. 1604 718 780 1560 /c ratio 0.93 0.25 079 0.37 Flow ratio 0.41 0.11 0.34 O. 16 Crit. lane group Y N Y N Sum flow ratios 0.76 Lost time/cycle 10.00 Crit cal V/c ratio 0.86 ■� �� ewe �w� rw��.� � �� Submitted Into the public record In car na4ia�nw�tth = . item - on 5I� Walter !:oE�nian CRY Clark 01- 515 file://C \WINDOWS\TEMP\s2kDOA3.Tti1P 01/31/2001 �Z�I�Y�eZ� • - .green rano U.•0.4 V.4K V.:J U.4J Lane group cap. 1604 718 780 1560 /c ratio 0.93 0.25 079 0.37 Flow ratio 0.41 0.11 0.34 O. 16 Crit. lane group Y N Y N Sum flow ratios 0.76 Lost time/cycle 10.00 Crit cal V/c ratio 0.86 Lane Group Ca2acity, Control Delay, nd LOS Determination EB VVJB NB SB Lane group T R L LT Adj. flow rate 1494 177 520 581 Lane group cap. 1604 718 780 1560 /c ratio 0.93 0.25 0.79 037 Green ratio 044 0.44 0.43 0.43 Unif, oelay dl 21.3 14.0 19.9 15.6 Delay factor k 050 0.50 0.50 0.50 increm. delay d2 112 08 8.2 0.7 PF factor 1 000 1.000 1 000 1,000 Control delay 325 14.9 26.1 16.3 Lane group LOS C 8 C B pprch. delay 30.6 22.4 pproach LOS C C Intersec. oelay 27.2 Intersection LOS C ,-S'r'gj0'1-1 Copyr�ghl 20011 Uurvcnily of I'I��riJ�, All Rg1-1t R.uncd Vp.ion 4.1 Submitted Into the public record In car na4ia�nw�tth = . item - on 5I� Walter !:oE�nian CRY Clark 01- 515 file://C \WINDOWS\TEMP\s2kDOA3.Tti1P 01/31/2001 �Z�I�Y�eZ� • - • • Capacity and LOS Woikshev • Page I of 1 H -'S (X0r" [blyright , Nitt, U ;non ty ul Flo,Ja. All R-jIM WwiNtj 111e://C:\WINDOWS\TEMP\s2k5137.TN'T' Submltlad Into tho public record in corl;al3c11ull faith Item .2L� on Wafter Foertlan City Clerk Veninn 4.1 01- 515 01/31/2001 CAPACITY AND LOS WORKSHEET General Information aioject Description 0743 -South Miami Av S SN8sr V PM Year 2003 • No Site Capacity Analysis EB WB NS S8 Lane group LT TR Adj. flow rate 1365 814 Satflow rate 5106 5150 Lost time 2.0 2.0 Green ratio 1035 1 0.55 Lane group cap. 1788 2833 Vic ratio 076 0.29 Flow ratio 0.27 0.16 Crit. lane group Y Y Sum flow ratios 0.43 Lost tune/cycle 8.00 tical v/c ratio U.47 Lane Group Capacity, Control Delay. and LOS Determination ES WB NB SB Lane group LT TR Adj. flow rate 1365 814 -ane group cap. 1788 2833 j /c ratio 0.76 0.29 G,een ratio 035 0.55 Unif delay dl 23.1 9.6 Delay factor k 0.50 0.50 Incrern. delay d2 3.2 0.3 PF factor 1.000 1.000 Control delay 262 9.9 Lane group LOS C A pprch. delay 26.2 9.9 pproach LOS C A nlersec. delay 20.1 Intersection LOS C H -'S (X0r" [blyright , Nitt, U ;non ty ul Flo,Ja. All R-jIM WwiNtj 111e://C:\WINDOWS\TEMP\s2k5137.TN'T' Submltlad Into tho public record in corl;al3c11ull faith Item .2L� on Wafter Foertlan City Clerk Veninn 4.1 01- 515 01/31/2001 • n ANALYSES OF R 2003 BACKGROUND :7 ROWTH WITH SITE A • �'r'.�17rK/TW "oyvr,tht 0 11 KV I, CJI I{7lIl7U:7 [i 1t ��piiUlIC vemwn 4 1 rACOrd In tsriih Heim ►-_�-r, on 512j4Auj 01- Walter Fooman Cihr Cleric TWO-WAY STOP CONTROL SUMMARY General Information _ ISrte Information - - � In'ersecbcn S W is( Avenue 8 SW 11th Ana.ySt RPE /7AP S!reef Agen:y'Co ILira/rb, F'Gr,(iJ JJnSd.cl or) Date "'er'orn`ed 11 12012(X0 Ano'ysls fear 0.'93 -Vear 2003 w/ Site Ana'ysis Tlme Period PM Peak 0743 - 5W 1st Ave 8 SW f 1th Pro}ea ID Street Year 2003 With Site EaAfsc onOlertatet Snn'itNortt/CSorah1goidyPercdJnrslt 02 1st ?wP^ue Vehicle Volumes and Adjustments lulajor Street tJa•thDoundT So.ahbounA Movement 1 3 -- d T 5 g _0 � C - 0 28 E03 Peak -Hour Factor, PHr= 100 _ 100 100 � f.00 i 700 Hourly ~ ourly Flow Rate HFR 0 0 _0 60 3 0 Percent Heavy Ven,cJes 0 0 � -- - Medan Type Undrvrded RT Channel zed U 0 ! Lanes u U 0 0 1 0 ConrgJratron T _ Upstream Signal 0 f inor Street Vvestbc.na �-� Eastba.+nd _ Movement 7 8 9 0 11 17. _ L -7 ' R _L _ T R Vnlumr3 35_8 0 U 0 U Peak -Flour Facto_ PH;` 1,00 1 co 1 00 _ 100 100 Hourly Flow Rate HFR 358 0 0 — 0 �0 Percent heavy Vehicles 0 U 0 0 � 0 Percent Grade (%) 0 0 Fared Approach N -- --- - — N _ Storage --------- — 0 0 RT Channelized 0�- � 0 J Lanes 1 0 0 { 0 ContlgJrat;on L _ Dela Queue Length, and Level of Service :;•:•. Approach NB SB WestboJnd i_ _ Eastbound Movement 1 � 4 7 8 9 10 - 11 12 Lane ConfiguraUcn z. � ---------j V Ivphi _ —308 :: (m) (vph) 465 vJc 077 95% queue length 6.69 Control Delay 342 P,pproacn Delay -- -- -•--�`- 34 2 Approach LOS - - D � • �'r'.�17rK/TW "oyvr,tht 0 11 KV I, CJI I{7lIl7U:7 [i 1t ��piiUlIC vemwn 4 1 rACOrd In tsriih Heim ►-_�-r, on 512j4Auj 01- Walter Fooman Cihr Cleric TWO-WAY STOP CONTROL SUMMARY General Information _ ISrte Information - - � In'ersecbcn S W is( Avenue 8 SW 11th Ana.ySt RPE /7AP S!reef Agen:y'Co ILira/rb, F'Gr,(iJ JJnSd.cl or) Date "'er'orn`ed 11 12012(X0 Ano'ysls fear 0.'93 -Vear 2003 w/ Site Ana'ysis Tlme Period PM Peak 0743 - 5W 1st Ave 8 SW f 1th Pro}ea ID Street Year 2003 With Site EaAfsc onOlertatet Snn'itNortt/CSorah1goidyPercdJnrslt 02 1st ?wP^ue Vehicle Volumes and Adjustments lulajor Street tJa•thDoundT So.ahbounA Movement 1 3 -- d T 5 g _0 � C - 0 28 E03 Peak -Hour Factor, PHr= 100 _ 100 100 � f.00 i 700 Hourly ~ ourly Flow Rate HFR 0 0 _0 60 3 0 Percent Heavy Ven,cJes 0 0 � -- - Medan Type Undrvrded RT Channel zed U 0 ! Lanes u U 0 0 1 0 ConrgJratron T _ Upstream Signal 0 f inor Street Vvestbc.na �-� Eastba.+nd _ Movement 7 8 9 0 11 17. _ L -7 ' R _L _ T R Vnlumr3 35_8 0 U 0 U Peak -Flour Facto_ PH;` 1,00 1 co 1 00 _ 100 100 Hourly Flow Rate HFR 358 0 0 — 0 �0 Percent heavy Vehicles 0 U 0 0 � 0 Percent Grade (%) 0 0 Fared Approach N -- --- - — N _ Storage --------- — 0 0 RT Channelized 0�- � 0 J Lanes 1 0 0 { 0 ContlgJrat;on L _ Dela Queue Length, and Level of Service :;•:•. Approach NB SB WestboJnd i_ _ Eastbound Movement 1 � 4 7 8 9 10 - 11 12 Lane ConfiguraUcn z. � ---------j V Ivphi _ —308 :: (m) (vph) 465 vJc 077 95% queue length 6.69 Control Delay 342 P,pproacn Delay • • • ('aracity and I.US Workshe• • Page I of Hr ;C'lX,h1T�I r'npynght y 24h10 (Isuvcrvit) of i !ori,h, Al k Ehtss Rviwted Submitted Into the pt�h1lG It*ftll on Z t IM th Walter 1-��,, rl City ic/o* file //C.\"'I N'DOWS\TEKIP\s2k8386 TMI' Vernon a 1 01- 515 02/01/2001 CAPACITY AND LOS WORKSHEET General Information Protect Description 0743 - SW 1st Ave 6 Cora/ Wily - Year 2003 With Site Capacity Analysis EB AB NB SB Lane group TR LT L LR R L LTR R Adj. fow rate 699 1254 105 0 22 82 204 404 Satflow rate 3570 .3347 905 1900 1615 1805 1900 1615 Lost lime 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Green ratio 052 r 1052 1034 1034 0.34 0.34 10.34 0.34 Lane group cap. 1841 1726 311 653 555 620 653 555 Vic ratiotN 38 0.73 0.34 0.00 0.04 0.13 0.31 0.73 Flow ratio 20 0.37 012 0.00 0.01 0.05 0.11 0.25 Crit. lane group y N N N N N y Sum flow ratios 0.62 Lost time/cycle 9.00 Critical v/c ratio 0.73 Lane Group Ca acit Control Dela and LOS Determination EB AB NB SB Lane group TR LT L LR R L LTR R dj flow rate 699 1254 105 0 22 82 204 404 Lane group cap. 1841 1726 311 653 555 620 653 555 rc ratio 0.38 0.73 034 000 0.04 0.13 0.31 0.73 Green ratio 0.52 0.52 0.34 1034 0.34 0.34 0.34 0.34 Unif delay d1l 9.3 120 15.6 13.8 14.0 14.4 15.4 18.4 Delay factor k 0.50 0.50 0.50 050 0.50 0.50 0.50 0.50 Increm. delay d2 0.6 2.7 2.9 0.0 0.1 0.4 1,2 8.1 PF factor 1 000 1 000 1.000 1 000 1.000 1'000 1 000 1.000 Control delay 9.9 14.7 16.5 13.8 14.1 14.9 16.7 26.5 Lane group LOS A 8 P B B B 8 C pprch, delay 9.9 14.7 17.7 22.2 Approach LOS A 8 I B C Intersec. delay 15.5 Intersection LOS 8 Hr ;C'lX,h1T�I r'npynght y 24h10 (Isuvcrvit) of i !ori,h, Al k Ehtss Rviwted Submitted Into the pt�h1lG It*ftll on Z t IM th Walter 1-��,, rl City ic/o* file //C.\"'I N'DOWS\TEKIP\s2k8386 TMI' Vernon a 1 01- 515 02/01/2001 IIID � • TRANSPORT ANALYSIS PROFESSIONALS, Inc. Reference.: 0743 PAGE: 1 N -S Street: SOUTN MIA141 AVENUE FILE: SMASuBrM Street: SW 8th STREET forPCC........................................... nts-by; Alt•Yeh....._.......................... _._.. OAT............. E: 1/0911)1 Time S'bnd .... .......... W'bnd .... .......... N'bnd .... .. E'bnd .... Vehicle t•0•R Begin T 0•R RT THRU LT 7-0-2 •RT THRU LT T -0•R• AT THRU LT T-0•2 AT THRU LT Total total .................................................................................................................................. 4:00 PM 0 0 0 0 0 0 0 0 1 12 131 0 9 0 1S3 73 379 +� 4:15 0 0 0 0 0 0 0 O 4 12 98 0 4 0 171 64 353 8 4:30 0 0 0 0 0 0 0 0 3 7 101 0 12 0 176 62 361 15 4:45 0 0 0 0 0 0 0 0 2 7 130 0 5 0 179 63 386 1 MR TOTAL 0 0 0 0 0 O 0 0 10 38 460 O 30 0 679 262 1479 40 SOD PM 0 O 0 0 0 0 0 0 0 6 204 0 3 0 185 86 484 3 5:15 0 0 0 0 0 0 0 0 2 9 148 0 18 0 180 72 429 20 5:30 0 0 0 0 0 0 0 0 2 7 153 0 18 0 230 120 S30 20 5:45 0 0 0 0 0 0 0 0 3 4 145 0 21 0 206 79 08 24 HR TOTAL 0 0 0 0 O 0 0 0 7 26 650 0 60 0 801 3S7 1901 67 ...------•---...............................................---....................._...................................--........ TOTAL 0 0 0 0 0 0 0 0 17 64 1110 0 90 0 1480 619 3380 107 PEAK PERIOD ANALYSIS FOR THE PERIOD: 4100 PM - 6:00 PM omcriON START PEAK NR ........... VOLUMES ........... ...... PERCENTS ...... PEAK NOUR FACTOR T -O -R Right Thru left Total T -O -R Right Thru Left ............................................................................................... S'bnd 12:00 AM 0.00 0 0 0 0 0 0 0 0 0 W'bnd 12:00 AM 0.00 0 0 0 0 0 0 0 0 0 N'bnd 5:00 PH 0.81 7 26 650 0 683 1 4 95 0 E'bnd 5:00 PM 0.83 60 0 801 357 1218 5 0 66 29 Entire Intersection S'bnd 5100 PM 0.00 0 0 0 0 0 0 0 0 0 il'bnd 0.00 0 0 0 0 0 0 0 0 0 N'bnd 0.61 7 26 650 0 683 1 4 95 0 E1bnd 0.83 60 0 801 357 1210 S 0 66 29 Submitted Into thn Duhtle room in Gonneci;ull t:'llb Item —G on _.FLI. V &l Walter Pjanun City Cleric 01- 515 PEAK PERIOD ANALYSIS FOR INE PERIOD: 4:CO PM - 600 PM DIRECTIONSTART •TRANSPORT • VOLUMES ........... ...... ANALYSIS PROFESSIONALS, Inc. Reference.: 0743 FACTOR T -o -R Right Thru Left Total PAGE; 1 N -S Street: SOUTH MIAMI AVENUE Left FILE: SMASW8PM E -W Street: SU 8th STREET 0 0 &... . PCC ..................................--- —.Movements . .... IVeh ---..................................... RATE: I/09�9I ............... PEAK PERIOD ANALYSIS FOR INE PERIOD: 4:CO PM - 600 PM DIRECTIONSTART PEAK HR ........... VOLUMES ........... ...... PERCENTS ....... ............................................................................................... PEAK HOUR FACTOR T -o -R Right Thru Left Total T -O -R Right Thru Left S'bnd 5:00 PM 0.00 0 0 D 0 0 0 0 0 0 W'bnd 5:00 PM 0.00 0 0 0 0 0 0 0 0 0 Nlbnd 5:00 PM 0.81 7 26 650 0 683 1 4 95 0 E'bnd 5:00 PM 0.83 60 0 801 357 1218 5 0 66 29 Entire Intersection S'bnd 5:00 PN 0.00 0 0 0 0 0 0 0 0 0 W'bnd 0.00 0 0 0 0 0 0 0 0 0 N'bnd 0.81 7 26 650 0 683 1 4 95 0 E'bnd 0.83 60 0 801 337 1218 5 0 66 29 (T -O --R] 60 • 0 F 683 -7 -------------- 0 650 26 SOUTH MIAMI AVENUE r 0L 187 7 (T -O -R) Submitted Into tho public recoq in connection with item ?mss,. on .2-1 vAj Walter Foemeri City CIOIk 01- 51.5 aubrrilteM Inb the publIc WON In connewivn with item °n'r.�; Walter Foeman City Clerk oi.- his *PORT ANALYSIS PROFESSIONALS, tne. • . Reference.: 0743 PAGE: 1 N -S Strew SOUTH 141ANt AVENUE FILE: SMASW71,M E -W Street: SW 7th STREET 49tor All vements ..... Yoh...... - ................._..._.. GATE: ------1 ..PCC Time .......... ..............................N........ S'bnd .... .......... W'hnd .... .. ......... N'bnd .... .......... E'bRW .... Vehicle !•0•R Begin T•0 -R RT THRU LT T-0-2 RT THOU LT T -0•R RT TNRU LT T•0•1 RT TMRU LT total total .... ................................•_...........•..........•.•.........----------.....................................••--....... 4:00 PM 0 0 0 0 0 5 217 0 9 0 100 88 O 0 0 0 419 9 4:15 0 0 0 0 6 7 183 0 9 0 97 75 O 0 0 0 377 15 4:30 0 0 0 0 5 20 2DS 0 2 0 107 84 0 0 0 0 423 7 4:45 0 0 0 0 6 16 206 0 S 0 126 80 O 0 0 0 440 12 MR TOTAL 0 0 0 0 17 48 811 0 26 0 430 327 0 0 0 0 1659 43 5:00 PM 0 O 0 0 15 29 350 0 3 0 141 142 0 0 0 0 680 18 50S 0 0 0 0 7 28 300 0 2 0 123 134 0 0 0 0 594 9 5:30 0 0 0 0 3 30 294 0 3 0 123 137 0 0 0 0 590 6 5:45 1 0 0 0 6 22 239 0 7 0 100 107 0 0 0 0 482 14 MR TOTAL 1 0 0 0 31 109 1183 0 15 0 487 520 0 O 0 0 2346 47 .................................................................................................................................. TOTAL 1 O 0 0 48 157 1994 0 41 0 91? 847 0 0 0 0 4005 90 PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM - 6:00 PN DIRECTION START PEAK NR ........... VOLUMES ........... ...... PERCENTS ....... PEAK HOUR FACTOR T•0•1 Right Thru Left Total T -O -R Right Thru Left .....................................................................•••••..................... S'bnd St00 PM 0.2S 1 0 0 0 1 MOO 0 0 0 W'bnd 5:00 PM 0.64 31 109 1183 0 1323 2 8 89 0 is N'bnd 5:00 PM 0.89 15 0 487 520 1022 1 0 48 51 E'bnd 5:00 PN 0.00 0 0 0 0 0 0 0 0 0 - Entire Intersection S'bnd 5:00 PN 0.25 1 0 0 0 1 %100 0 0 0 W'bnd 0.84 31 109 1183 0 1323 2 8 89 0 N'bnd 0.89 t5 0 487 $20 1022 1 0 fib $t E'bnd 0.00 0 0 0 0 0 0 0 0 0 aubrrilteM Inb the publIc WON In connewivn with item °n'r.�; Walter Foeman City Clerk oi.- his ONANSPORT ANALYSIS PROFESSIONALS, Inc. 0 71 Reference.: 0743 PAGE: 1 N'S Street! SOUTH MIAMI AVENUE FILE: SMASMiDM E Street: SW 7th STREET for PCC Movements by: All Veh DATE: 1710/01 PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM • 6:00 PM DIRECTION START PEAK NR ........... VOLUMES ........... ...... PERCENTS ....... ............................................................... PEAK HOUR FACTOR T•0•R Right Thru Left Total T -0•R Right Thru Left S'bnd 5:00 PN D.25 1 0 0 0 ............................... 1 %100 0 0 D u'bnd 5:00 PM 0.84 31 109 1183 0 1323 2 8 89 0 N'bnd 5:00 PM 0.89 15 0 487 520 1022 1 0 48 51 E'bnd 5:00 PM 0.00 0 0 0 0 0 0 0 0 0 Entire Intersection S'bnd 5:00 PM 0.25 1 0 0 0 1 X100 0 0 0 M'bnd 0.84 31 109 1183 0 1323 2 8 89 0 N'bnd 0.89 15 0 487 $20 1022 1 0 48 51 E'bnd 0.00 0 0 0 0 0 0 0 0 0 IT -0-R] 0 • Submitted Into the public record in connection vAtil Item 12 Z �(, on -E- Walter Focinan city Guht 01. 515 Submitted into the public reie05 in Connection with it6m I on Waiter Foeman City GIeAt 01- 515 • TRANSPORT A LYSIS PROFESSIONALS, Inc. Reference.: 0743 PAGE: 1 N -S Street: SW 1st AVENUE FILE: 1AVSW8PM E -W Street: 5W 8th STREET tor DAB by: .Veh.........................._..._........ DATE: 1/09/01.. Time ..... .......... ................................Movement6 S'bnd .... .......... W'bnd .... •Alt .......... N'bnd .... .......... E'ISnd .... Vehicle T•0•4 Begin T -O -R R1 THRU LT T -O -R IT THRU LT T-0-1 IT TNRU LT T -O -R IT THRU LT Total Total .................................................................................................................................. 4:00 PM 0 0 111 45 0 0 0 0 O 0 0 0 6 29 218 0 409 6 4:15 0 0 98 30 0 0 0 0 0 0 0 0 7 19 216 0 370 7 4:30 0 0 110 28 0 0 0 0 0 0 0 o S 20 222 0 3811 5 4:45 0 0 104 31 0 0 0 0 0 0 0 0 4 23 207 0 369 4 NR TOTAL 0 0 423 134 0 0 0 0 0 0 0 0 22 91 863 0 1533 22 5:00 PM 0 0 103 21 0 0 0 0 0 0 0 0 a 19 234 0 385 8 5:15 0 0 137 28 0 0 0 0 0 0 0 0 S 15 2I6 0 421 5 5:30 0 0 120 35 0 0 0 0 0 0 0 0 3 30 338 0 526 3 5:45 0 0 116 38 0 0 0 0 0 0 0 0 2 11 293 0 460 2 NR TOTAL 0 0 476 122 0 0 0 0 0 0 0 O 18 75 1101 0 1792 18 ................................................................................................................................... TOTAL 0 0 899 256 0 0 0 0 0 0 0 O 40 166 1964 0 3325 40 PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM - 6:00 PH DIRECTION START PEAK HR ........... VOLLMS ........... ...... PERCENTS ....... PEAK HOUR FACTOR T -O -R Right Thru Left Total T -O -R Right Thru Left ............................................................................................... S'bnd 5:00 PM 0.91 0 0 476 122 598 0 O 80 20 W'bnd 5:00 PM 0.00 0 0 0 0 0 0 0 0 0 N'bnd 5:00 PM 0.00 0 0 0 0 0 0 0 O 0 E'bnd 5:00 PM 0.80 18 75 1101 0 1194 2 6 92 0 Entire Intersection S'bnd S:00 PM 0.91 0 0 476 122 598 0 0 60 20 W'bnd 0.00 0 0 0 O 0 0 0 0 0 N'bnd 0.00 0 O 0 0 0 O 0 0 0 E'bnd 0.80 18 75 1101 0 1194 2 6 92 0 Submitted into the public reie05 in Connection with it6m I on Waiter Foeman City GIeAt 01- 515 0iRANSPORI ANA:rSIS PROFESSIONALS, Inc. Ref erer•ce.: 0743 PAGE: 1 N S Street: SW 1st AVENUE FILE: IAVSWSPm Street: SW 8th STREET for DAB Movements by: All VchDA. ............................... PEAK PERIOD ANALYSIS FOR 'HE PERIOD: 4:00 PM . 6:00 PM DIRECTION START PEAK 0 ........... VOLUMES ........... ...... PERCENTS ....... 1101 1194 PEAK HOUR FACTCR T•0•11 Right Thru Loft Total 1-0•A Right Thru left ............................................ S'bnd 5.00 PM 0.91 0 ... 0 476 122 598 0 0 80 20 W'bnd 5:00 PM 0.00 0 0 0 0 0 0 0 0 0 N'bnd 5:00 PM 0.00 0 0 0 0 0 0 0 0 0 E'bnd 5:00 PM 0.80 18 75 1101 0 1194 2 6 92 0 Errr•e Intersection S'kind 5:00 PM 0.91 0 0 476 122 598 0 0 80 20 Y'bnd 0.00 0 0 0 0 0 0 0 0 0 N'bnd 0.00 0 0 0 0 0 0 0 0 0 E'bnd 0.80 18 75 1101 0 1194 2 6 92 0 SW 1st AVENUE : rXtiQ4P1? •1^^:SW StV r 8th STREET 1101 1194 1 75 • F0 0 0 L 0 0-7 0 0 0 (T -0-R] Submitted Into the puh!1^ record In connocttan ww item 2 -4 --CL- on s/z , kj Wafter Fveman City Clerk o1= 515 - "� 5t- ' �4 Y��' �P .LTi. S "�' T � •' +�+ 5 t Y' ay F � a � - r�#'�S+t Wu w;Y:• , ,;�z ,%Ya'y" F�a�: X �'* ,riga.. x wi x't e r} ua* tt 9y I� it k{ ist�� ys V ss1 : ti's it n Y Y t r4s j'1:a it x ♦ di d. s ."� . .r ,� � # "4 a m ° . "i �^ t '� ' t y ♦ `7.; 'T` 5 . MU t£" x - y �',»Pfv'a,t, yk,a tA3 axi 1eT+`k ti't L "f+7 s* ''x r a•k y,y' ."' ✓"` F .C. •i ..�; � tri f 5r.� ✓,,, at{ a` .r+r �' r t3, t- b� . or ��,,,:. }r• a» ° j� ". ,� ," 4,rvA i#. P' f�ai�' t �� ti° .af� �"l� ✓y`„�;iv9J"�'�kkv'.��t'��!k�` 6'ia'y"y'1S �1�`'W[, p� ,. r xr Ni m £.�,aa -"fit ^« 1 1'ti`"''e h� "'°S'Y d .��, ,sxz{'rT, aP♦ t a , ` rf 3s�Y x �r1r #f- F ,1 A � w y k3 c5 raq'z s, t.a;*1? ♦} '$tit { C`. wt t f (4 2=t ✓ tyr.'Y "`G �. .y+ � ihd t �f1r!^ kW4 F w'� 5` S$Y % � S � f1 fi) x.,w,¢'. 4"44yp}. %.ni., � s '�' '�,^ � br4.#xL n� $ zs k�.0 t•^t >a.:av .r r zM 9 l c rz xS ' „�,'�s`f°'t��'vti�s. �' i�'+�. 3 `5�1�,4.� ,k +t VN �r '?tid#3i.'� 'nl Yr,'4K i F rF 1 "�t Eid: k }4 �k.4` {'t>i ii^.}9 � ka ASF Ie � i $f..y�'�` i i` R: � 4r pax t `t3�'T { y Y (� � 1 h k'y F£'� ✓'"..t J 2 t,}� A,� � 1 ,%� ,�+. a 44' t.y.>y..*'' � }��T' '} E t W ! fl;�� ♦ SI 4*yy�.i'F 5�.ia' .''.y��' - "� 5t- ' �4 Y��' �P .LTi. S "�' T � •' +�+ 5 t Y' ay F � a � - r�#'�S+t Wu w;Y:• , ,;�z ,%Ya'y" F�a�: X �'* ,riga.. x wi x't e r} ua* tt 9y I� it k{ ist�� ys V ss1 : ti's it n Y Y t r4s j'1:a it x ♦ di d. s ."� . .r ,� � # "4 a m ° . "i �^ t '� ' t y ♦ `7.; 'T` 5 . MU t£" x - y �',»Pfv'a,t, yk,a tA3 axi 1eT+`k ti't L "f+7 s* ''x r a•k y,y' ."' ✓"` F .C. •i ..�; � tri f 5r.� ✓,,, at{ a` .r+r �' r t3, t- b� . or ��,,,:. }r• a» ° j� ". ,� ," 4,rvA i#. P' f�ai�' t �� ti° .af� �"l� ✓y`„�;iv9J"�'�kkv'.��t'��!k�` 6'ia'y"y'1S �1�`'W[, p� ,. r xr Ni m £.�,aa -"fit ^« 1 1'ti`"''e h� "'°S'Y d .��, ,sxz{'rT, aP♦ t a , ` rf 3s�Y x �r1r #f- F ,1 A � w y k3 c5 raq'z s, t.a;*1? ♦} '$tit { C`. wt t f (4 2=t ✓ tyr.'Y "`G �. .y+ � ihd t �f1r!^ kW4 F w'� 5` S$Y % � S � f1 fi) x.,w,¢'. 4"44yp}. %.ni., � s '�' '�,^ � br4.#xL n� $ zs k�.0 t•^t >a.:av .r r zM 9 l a e i L�L L, rs Y'^rx`a, lln— APPENDIX A { r 2 v TURNING MOVEMENT COUNT DATA rb E t P ggwts hua��'�aS u+ g e sItr4 'v into kFk� in 'Ain v tnil.WaW Faeman cwv GIA � t,'�'7z C:13,.NLzx' f �S C � i� .t•. k� m" #�,-3 rz ..L."`' - _ � 1 • 0 TRANSPORT AWALYSIS PROFESSIONALS. In[. Referer•cc.; 0743 T of PAGE: I N -S Street: SW ict AVENUE FILE: lav11st E Street: SW 11th STREET to . PCG Veh M........ b All ... ......................................... E11/14/CO ........ PEAK PERIOD ANALYSIS FCR THE PERIOD: 4:00 PM - 6:00 PM DIRECTION START PEAK HR ........ VOLUMES ........ .... PERCENTS ... PEAK HOUR FACTOR Right ThrU Left Total Right Thru Left •...............................................-•-•------•---•---•----........................ S'bnd 5:00 PM 0.85 0 481 0 481 0 %100 0 W'bnd 4:15 PM 0.57 0 0 46 46 0 0 X100 N'bnd 4:15 PM 0.00 C 0 0 0 0 0 0 E'bnd 4:15 PM 0.00 0 0 0 0 0 0 0 Entire Intersection S'bnd 5300 PM 0.85 0 481 O 481 0 %100 0 u'bnd 0.78 0 0 28 28 0 0 %100 N'bnd 0.00 0 0 0 0 0 0 0 E'bnd 0.00 0 0 0 0 0 0 0 0 T of SW lat AVENUE 0 481 0 0� 1 481 1 0 7 0 ,VENUE o� 0 0 N W—}—E S U [a] 28 SW 11th STREET Subott°d Into the pub110 tier In �onn$�lon with . on' item � Wetter � � �;,iy Glo 01- 515 ISPORT ANALYSIS PROFESSIONALS, Inc. • Reference.: 0743 PAGE: 1 N•5 Strut: SW 1st AVENUE FILE: lavllst E-W Street: SW 11th STREET 011 tor : PCC •Movements by: AIL Voh DATE: 11/14/00 ............................................................................. time S'brid W'bnd N'bnd E'bnd Vehiele Begin AT 1NRU LT AT THIN LT RT THRU LT AT, TM LT Total ................................... . ....... ... ............................ 4:OD PM 0 63 0 0 0 4 0 0 0 0 0 0 67 4:15 0 93 0 0 0 11 O 0 0 0 0 0 104 4:30 0 63 0 0 0 20 0 00 0 0 0 83 4:45 0 88 0 0 0 8 0 0 0 0 0 0 96 MR TOTAL 0 307 0 0 0 43 0 0 0 0 0 0 350 5:00 PM 0 100 0 0 O 7 0 0 O 0 0 0 107 5:15 0 121 O 0 0 S 0 0 O 0 0 0 126 5:30 0 142 0 0 0 9 0 0 0 0 0 0 151 5:45 0 118 0 0 0 7 0 0 0 0 0 0 125 HR TOTAL 0 481 0 0 0 28 0 0 0 0 0. 0 509 TOTAL 0 788 0 0 0 71 0 0 0 0 0 0 859 PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM . 6:00 PM DIRECTION START PEAK HR ........ VOLUMES ........ .... PERCENTS ... PEAK HOUR FACTOR Right Thru Left Total Right Thru Left ............................................................................................... S'bnd 5100 PM 0.85 0 481 0 481 0 %100 0 V'bnd 4:15 PH 0.57 0 0 46 46 0 0 %100 N'bnd 4:15 PM 0.00 0 0 0 O 0 0 0 E'bnd 4:15 PM 0.00 0 0 0 0 0 0 0 entire Intersection 01- sit �ANSPORT ANA.rSIS PRCFESSI0NAL5, In:. Reference.: 0743 1087 1061 L 26 PAGE: 1 N•S Street: SW 1st AVENUE 561 FILE: SW13SIAV E Street: Su 13th STREET for DAB Mo....... o...... •'•.•Vch ........................................ DATE .......... PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:CO PN . 6:00 PM OIRECTI0N START PEAK OR ........... VOLUNES ........... ...... PERCENTS ....... PEAK HOUR FACTOR RTOR Right Thru Left Total RTOR Right Thru Left ............................................................................................... S'bnd 5:00 PM 0.93 63 237 129 52 481 13 49 27 11 W'bnd 5:00 PN 0.92 0 0 1061 26 1087 0 0 98 2 N'bnd 4:30 PN D.69 7 11 0 70 Be 8 12 0 80 E'bnd 5:00 PN 0.90 5 44 497 0 546 1 8 91 0 Entire Intersection S'bnd 5:00 PN 0.93 63 237 129 52 481 13 49 27 11 W,bnd 0.92 0 0 1061 26 1087 0 0 98 2 H10nd 0.63 7 12 0 62 81 9 15 0 77 E'bnd 0.90 5 44 497 0 546 1 8 91 0 SW Ist AVENUE 237 129 52 r F 0 1087 1061 L 26 SW 13th STREET 561 :7 7 (RTOR ) Submitted into the POP record In connza'on v,4i r Item on �1sr Walter Fueman City Clerk 0.. 51.5 SORT ANALYSIS PROFESSIONALS, Inc. Reference.: 0743 PAGE: 1 N -S Street: SW 1st AVENUE FILE: SWI391AV E•W Street: SW 13th STREET /16/00 ovements r or ..DAB......................................N...................... .....................................DATE:';........ Time .......... S'bnd .... .......... W'bnd .... .......... N'bnd .... .......... E'kwW .... Vehicle RTOR Begin RTOR RT TNRU Li RTOR RT TNRU LT RTOR RT TNRU LT RTOR RT TNRU LT Total lotal ..................._.............................................................................................................. 4:00 PH 17 17 24 11 0 0 160 4 0 2 0 9 0 7 93 0 344 117 4:15 26 11 23 8 0 0 148 4 4 3 0 10 3 7 99 0 346 33 4:30 23 31 27 7 0 0 175 2 3 1 0 14 0 7 93 0 383 26 4:45 29 29 25 8 0 0 182 0 4 3 0 10 0 7 92 0 389 33 HR TOTAL 95 88 99 34 0 0 665 10 11 9 0 43 3 28 377 0 1462 1OV 5:00 PH 10 55 30 9 0 0 291 5 0 5 0 27 0 11 125 0 S68 10 5:15 9 71 38 12 0 0 270 12 0 2 0 19 0 10 123 0 566 9 5:30 18 64 30 14 0 0 268 7 1 3 0 8 1 15 109 0 538 20 5:45 26 47 31 17 0 0 232 2 6 2 0 8 4 8 140 O S23 36 NR TOTAL 63 237 129 52 0 0 1061 26 7 12 O 62 S 44 497 0 2195 75 .................................................................................................................................. TOTAL 158 325 228 86 0 0 1726 36 18 21 0 105 8 72 874 0 3657 184 PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PH - 6:00 PH DIRECTION START PEAK HR ........... VOLUMES ........... ...... PERCENTS ....... PEAK HOUR FACTOR RTOR Right Thru Left Total RTOR Right Thru Left ............................................................................................... 51brxl 5100 PH 0.93 63 237 129 S2 481 13 49 27 11 W'bnd 5:00 PH 0.92 0 0 1061 26 1087 0 0 98 2 0 N'bnd 4:30 PH 0.69 7 11 0 70 Be 8 12 0 80 E'bnd 5:00 PH 0.90 5 44 497 0 546 1 8 91 0 Entire Intersection S'bnd 5:00 PN 0.93 63 237 129 52 481 13 49 27 11 W'bnd 0.92 0 0 1061 26 1087 0 0 98 2 111bnd 0.63 7 12 0 62 81 9 15 0 77 E'bnd 0." 5 44 497 0 546 1 8 91 0 Submitted lata the public ('app-.CQlt3GGP,on with . on .at 44&.1 �m Walter Faeman City Clerk 01-- 515 0TRANSPORT ANALYSIS PROFESSIONALS, Inc. • Reference.: 0743 PAGE: 1 N -S Street: SOUTH MIAMI AVENUE FILE: m1al3st E -W Street: 5W/SE 13th ST (CORAL WAY) .0 or : UAB/NFH Movements by: ALI Voh DATE: 11/14/00 ............................'-•--_..........•---..._....._................................................................... • SOUTH MIAMI AVENUE 1 129 193 32 1 :tf.�tit; I I� 421 �'•. { 1104 ::ti{titi.:ti •' � r.. i; ��... SW/SE 13th ST (CORAL WAY) 87 1 402 515 19 J PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM - 6:00 PM DIRECTION START PEAK HR ........... VOLUMES........... .... PERCENTS ....... PEAK HOUR FACTOR RTOR Right Thru left Total RTOR Right Thru left -----•......................................................................................... S'bnd 4:45 PM 0.79 73 134 182 35 424 17 32 43 8 W'bnd 5:00 PM 0.89 10 95 9D4 32 1041 1 9 B7 3 N'bnd 5:00 PM 0.81 13 17 149 71 250 5 7 60 28 E'bnd 5:00 PM 0.89 7 19 402 87 515 1 4 78 17 Entire Intersection S'bnd 5:00 PM 0.78 67 129 193 32 421 16 31 46 8 W'bnd 0.89 10 95 904 32 1041 1 9 87 3 N'bnd 0.81 13 17 149 71 250 5 7 60 28 E'bnd 0.89 7 19 402 87 515 1 4 78 17 SOUTH MIAMI AVENUE 1 129 193 32 1 :tf.�tit; I I� 421 �'•. { 1104 ::ti{titi.:ti •' � r.. i; ��... SW/SE 13th ST (CORAL WAY) 87 1 402 515 19 J 32 SW/SE 13th ST (CORAL WAY) e tiff :•Ml J. {t.: ': f :r ,{f':vL�t, ,K7sSOUTH MIAMI AVENUE i�l1 f^: 13 [f2TOR I Submitted Into the public record in connaction with item 0E—c- on 16-1114 14 Walter Foernan City Clerk 01- 515 IJV YlJA'. �Y r, 32 SW/SE 13th ST (CORAL WAY) e tiff :•Ml J. {t.: ': f :r ,{f':vL�t, ,K7sSOUTH MIAMI AVENUE i�l1 f^: 13 [f2TOR I Submitted Into the public record in connaction with item 0E—c- on 16-1114 14 Walter Foernan City Clerk 01- 515 i 9 TRANSPORT ANALYSIS PROFESSIONALS, Inc. Reference.: 0743 PAGE: 1 N -S Street: SOUTH MIAMI AVENUE FILE: mial3st Street: SN/SE 13th ST (CORAL WAY) for : DAB/NFh MOVementf All Veh DATE• 11/14/00 ..-• . • ................................................. ...................._.._.............................. Time .......... pond .... .......... W'Im .... .......... N'bnd .... .......... E'bnd .... Vehicle R'OR Begin RTOR AT THRU LT RTOR AT THRU LT RTOR AT TNRU LT RTOR At THRU LT Total Total --•••--•........................................................................................._............._.._......_........ 4:00 PM 25 13 21 8 3 19 163 2 3 1 38 19 1 8 67 11 402 32 4:15 15 16 12 3 5 18 132 3 3 4 25 19 1 3 110 17 386 24 4.30 16 16 18 3 0 17 157 3 5 S 25 15 2 8 85 24 399 23 4:45 17 20 24 4 7 24 136 1 3 0 4S 20 2 5 94 29 431 e9 NR TOTAL 73 65 75 18 15 78 588 9 14 10 133 73 6 24 356 81 1618 108 5:00 PN 18 49 47 12 8 26 226 S 3 3 29 19 1 3 84 23 556 30 5:15 21 26 43 B 0 18 264 10 5 2 35 22 1 4 95 25 579 27 5:30 17 39 68 11 0 25 216 8 0 5 37 13 3 7 119 15 583 20 5:45 11 15 35 1 2 26 198 9 5 7 48 17 2 5 104 24 509 20 NR TOTAL 67 129 193 32 10 95 904 32 13 17 149 71 7 19 402 87 2227 97 ............................................ .............................. ....................................................... . TOTAL 140 194 268 50 25 173 1492 41 27 27 282 144 13 43 758 168 3845 205 PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM . 6:00 PM DIRECTION START PEAK HR ........... VOLUMES ........... ...... PERCENTS ....... PEAK HOUR FACTOR RTOR Right Thru Left Total RTOR Right Thru Left ................................ ...... ................................................ ......... S'bnd 4:45 PM 0.79 73 134 182 35 424 17 32 43 8 W'bnd S OO PN 0.89 10 95 904 32 1041 1 9 87 3 N'bnd 5:00 PM 0.81 13 17 149 71 250 5 7 60 28 E'bnd 5:00 PN 0.89 7 19 402 87 515 1 4 78 17 Entire Intersection S'bnd 5:00 PH 0.78 67 129 193 32 421 16 31 46 8 W'bnd 0.69 10 95 904 32 1041 1 9 87 3 N'bnd 0.81 13 17 149 71 250 5 7 60 28 E'bnd 0.69 7 19 402 87 515 1 6 78 17 Submitted Into tho pubtte rococo in connection with item YZ an Wetter Foeman City Clerk Oi-- 515 • TRAMSPQRI ANALYSIS PROFESSIONALS, Inc. Reference.: 0743 PAGE: 1 IN Street: SOU1H MIAMI AVENUE FILE: MIA11 f. - Strcct: SW 11th STREET . PCC Movements b.. .. All V.........................•........_...............G: . .. . Is 11][Roam PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PH - 6:00 PM DIRECTION START PEAK HR ........ VOLUMES ........ .... PERCENTS ... PEAK HOUR FACTOR Right Thru Left total Right Thru Left .......................-- S bnd 5.00 PH 0.00 0 0 0 0 0 0 0 W'bnd 5:00 PH 0.80 41 7 0 48 85 15 0 N'bnd 5:00 PM 0.82 0 352 15 367 0 96 4 Elbnd 4:30 PM 0.38 0 1 2 3 0 33 67 Entire Intersection S'bnd 5:00 PM 0.00 0 0 0 0 0 0 0 W'bnd 0.80 41 7 0 48 85 15 0 N'bnd 0.82 0 352 15 367 0 96 4 E'bnd 0.25 0 0 2 2 0 0 %100 �,f;:�,:�' i{•;�Y� ;tip '.HT1 V".��:5��%2Y5• _ _ SW lith STREET ti�h� fti: n•� z W aJ 0 L 2 SOUTH MIAMI AVENUE 0 0 0 r 41 48 7 L 0 F 367-7 15 1 352 1 0 SOUTH MIAMI AVENUE N W—}—E Submitted Into tho public record In conncation will: atom P&G on N 9 Walter Fael7lan City Clark 01— 515 TRANSPORT ANALYSIS PROFESSIONALS, Inc. Reference.: 0743 PAGE: 1 N-S Street: SOUTH MIAMI AVENUE FILE: MIA11 6 E S ............... ................................................................................. ............ .. or • PCC Movements by: All Veh DATE: 11/15/00 .... Time S'bnd W bnd N'bnd E'bnd Vehicle Begin RT THRU LT RT THIN) LT RT TMRU LT RT THRu LT Total ....................................... .......................... ............. ...... ...... ...... . .......... 4:00 PM 0 0 0 9 3 0 O 64 4 0 0 0 80 4:15 0 0 0 4 0 0 0 S6 4 0 0 1 65 4:30 0 0 0 2 1 0 0 77 8 0 1 0 89 4:45 0 0 0 8 1 0 0 58 5 0 0 0 72 MR TOTAL .0 0 0 23 3 0 0 255 21 0 1 1 306 5: DO PM O 0 0 9 2 0 0 108 4 0 0 0 123 5:15 0 0 0 13 2 0 0 100 6 0 0 2 123 5:30 0 0 0 9 2 0 0 72 3 0 0 0 66 5-4S 0 0 0 10 1 0 0 72 2 0 0 0 85 MR TOTAL 0 0 0 41 7 O 0 352 15 0 0 2 417 TOTAL 0 0 0 64 12 0 0 607 36 0 1 3 723 PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM - 6:00 PH DIRECTION START PEAK HR VOLUMES ........ .... PERCENTS ... PEAK HOUR FACTOR Right Thru Left Total Right Thru Left ........................................................ , Slbnd 12:00 AM 0.00 0 0 0 ... 0 0 0 0 M'bnd S:00 PM 0.80 41 7 0 48 85 1S 0 N'bnd 5:00 PM 0.82 0 3S2 15 367 0 96 4 EIland 4:30 PM 0.38 0 1 2 3 0 33 67 Entire Intersection 5112nd 5:00 PM 0.00 0 0 0 0 0 0 0 Y'bnd 0.80 41 7 0 48 OS 1S 0 Nlbnd Q.82 0 352 15 367 0 96 4 E l bnd 0.25 0 0 2 2 0 0 71100 Submitted Into the publle roa0 in carZn^r.=7a with tNnn un �s.�f Walter Foeman city M* pi- 515 TRANSPORT ANALYSIS PROfES51ONA15, lac. is Reference.: 0743 PAGE: 1 N-5 Street: Su 15th ROAD / 3rd AVENUE FILE: PK1315 ract: Su 13th STREET SW 13th STREET 32 or PCC 458 Sur of the All Veh and Secondary 84 .......--•••• ....................................................................•--•............ DATE; 11/16/00 ...... PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM - 6:00 PM DIRECTION START PEAK HR ........ VOLUMES ........ PERCENTS ... PEAK HOUR FACTOR Right Thru Left Total Right Thru Left ...--•-..••-•--. S'bnd .............••---•.....--..................................................--. 5:00 PH 0.79 44 26 87 157 28 17 55 V'brxi 500 PM 0.92 244 1281 2 1527 16 84 0 N'bnd 4:30 PN 0.79 14 12 12 38 37 32 32 E'bnd 5:00 PN 0.94 84 458 32 574 15 80 6 Entire Intersection $,bnd 5:00 PR 0.79 44 26 87 157 28 17 S5 11'bnd 0.92 244 1281 2 1527 16 84 0 N'bnd 0.57 11 6 8 25 44 24 32 E'bnd 0.94 84 458 32 574 15 80 6 SW 15th ROAD / 3rd AVENUE 0 Submitted Inlo the puhlir roco d In corin jon IteZ'G orP/WSL Walter Foontan City Clerk 01. 515 SW 13th STREET 32 458 574 J 84 0 Submitted Inlo the puhlir roco d In corin jon IteZ'G orP/WSL Walter Foontan City Clerk 01. 515 11« • TRANSPORT ANALYSTS PROFESSIONALS, Inc. Reference.: 0743 PACE: 1 N-S Streeti SW 15th ROAD / 31d AVENUE FILE: PM131S E- Street: SW 13th STREET for : PCC Swm of the All Veh and Secondary GATE: 11116/00 .............................................. Time ._.�;�,..__... Ntbnd tlbnd Vehicle Begin RT THRU LT IT .THRU LT -.........2 Rt ....1.. THOU LT AT TORU 'LT total .......................................................... ............8.,...� 4:OC � ._. ...1141 ._......----•0• 223 1 13 79 4 392 4:15 8 6 19 23 215 0 1 2 1 11 88 7 381 4:30 7 8 15 52 225 1 4 i 4 9 92 8 429 4:45 10 8 10 ST 248 0 2 3 1 I8 98 6 455 NR TOTAL 33 31 55 167 9111 1 9 10 7 51 357 25 1657 5:00 PM 22 6 22 77 336 1 3 4 4 20 108 10 613 5:15 12 6 22 64 343 1 5 1 3 26 116 11 610 5:30 9 11 17 57 330 0 2 1 1 10 112 6 565 5:45 1 3 " 26 46 272 0 1 0 -'0 19 122 3 495 NR TOTAL 44 26 87 244 1261 2 11 .- 6 8 84 458 32 2283 TOTAL 77 57 142 411 2192 3 20 16 15 135 815 S7 3940 PEAK PERIOD ANALYSIS FOR THE PER10Dt 4tOO PM - 6s00 PH DIRECTION START PEAK HR ........ VOLUMES ........ .... PERCENTS ... PEAK HOUR FACTOR Right Thru Left Total Ripht Thru Left .......................................................... Slbnd 5:00 PM 0.79 44 26 87 157 28 17 55 Wi3nd 5;00 PM 0.92 244 1281 2 1527 16 84 0 N'bnd 4:30 PM 0.79 14 12 12 36 37 32 32 Esbnd 5:00 PM 0.94 84 458 32 574 15 80 6 Entire intersection 61bnd 5:00 so 0.79 44 26 87 157 28 17 55 Wlbnd 0.92 244 1281 2 1527 16 84 0 Nsbnd 0.57 11 6 8 25 44 24 32 E+bnd 0.94 84 458 32 $74 15 80 6 Submitted Into the public nCQ� I-n aonnedUa l with UM J&; on . EZ2U & Walter Foeman City Gig* 11« F'RCM : TRANSPORT ANALvSIS is FPLX N0. : 3053859997 • Mar. 20 2001 03:55PM P2 F/;*4 TRANSPORT ANALYSIS PROR SIGNALS, INC. Bio t 5 w ; 371h AVENUE • SUITE 210 • N NMI, FL 33183-4498 - TEL 308/38&0777 • FAX 305/988-9097 March` 0, 2001 Gilberto Pastoriza, Esq. Weiss, Serota & Helfh=, P.A. 2665 South Bayshore Drive Suite 204 Miami, Florida 33133 RE: Brlckell Station Mixed Use Development Submitted Into thq publle Adjusted Development Program reCOrd In conne4fton with Traffic Impacts lt8n1 I� On c� fZ1t10- Dear Mr. Pastoriza: WRlttor Foernn►, City Clerk As a result of public and other input received during the development review process toward issuance of a Mixed Use Special Permit for the Brickell Station project, the initial development program has been recently altered. A comparison o, certain parameters of the recently proposed development program to that originally submitted is a:s follows: Land Devclopment Program Scale Use Original Current Dif hence Residential 520 du 722 du 202 du Office 230,261 sf 0 sf -230,261 sf Retail 16,874 sf 17,550 sf 676 sf As you know, the Traffic ftnpact Analysis prepared b� Transport Analysis Professionals (see report dated revised February 2001) was based on the traffic generation potential of the "Original" development scale in the above table. The comparisoi I of the "Current" and "Original" development prograea shows significant reduction in the types of uses that would generate significant traffic volumes during weekday peak periods. Thus, the "( urrent" development program will have less traffic impact than the original development scale proposed for the Brickeli Station Mixed Use Development. The "Current" development program will generate approximately 18.60/a less traffic during the afternoon peak hour (and hence have less eraffic impact) than the original development program. 01 - 5i5 Pswning • oesw and Eng nee6no 6 AcciWnt ReconetruGl on VIII FROM TRANSPORT ANALYSTS . FAX NO. : 3053859997 • Mar. 20 MI ®:55PM P3 • 0 BRICKELL STATION MIXED USE DEVELOPMENT SW 1ST AVENUE & SW 11TH STREET MIAMI, FLORIDA • REVISED TRAFFIC IMPACT ANALYSIS REVISED FEBRUARY 2001 • Submitted into the public roto in cunnHcicion with 4an on 5zz 1., &0 Walter Foeman City Clerk 01- 51s i�V �IgYY February2001 0743 ffff � of- 515 BRICKELL S'T'ATION MIXED USE DEVELOPMENT v 'SW 1sT AVENUE & SW 11TH STREET REVISED TRAFFIC. IMPACT ANLAYSIS 4 Prepared for KV Brickell Partners Limited 800 Brickell Avenue Suite 201 Miami, Florida 33131 (305) 379-0600 i�V �IgYY February2001 0743 ffff � of- 515 BRICKELI, S'FATION MIXED USE DEVELOPMENT SW IST AVENUE & SW 11 "STREET l WIWtted Into the r rqcmkkn connedl R TRAFFIC IMPACT ANLAYSIS WM on V.&" Walter Fo TABLE OF CONTENTS city INTRODUCTION............................................................................................................. i EXISTINGCONDITIONS................................................................................................1 FUTURE CONDITIONS WITH PROPOSED SITE TRAFFIC.........................................4 BACKGROUNDTRAFFIC................................................................................................6 DISTRIBUTION..................................................................................................................6 OTHER APPROVED BUT NOT BUILT PROJECTS.........................................1 l TRANSPORTATION CONTROL MEASURES PLAN......................................16 CONCLUSION..................................................................................................................16 TABLES Table 1 - PM Peak Hour Brickell Mixed Use Development...............................................4 Table 2 — Adjusted Internal Trip Making Characteristic During PM Peak Period..............4 Table 3 — Adjusted PM Peak Hour Trips Less Transit Trips...............................................5 Table 4 — Transit Adjusted Net Trips Less Pass -by PM Peak Hour Trips .........................5 Table 5 — Traffic Volume at Study Locations...................................................................12 Table 6 — Levels of Service at Study Locations ................................................................14 FIGURES Figure 1 — General Location................................................................................................2 Figure 2 — Existing Traffic at Study Locations....................................................................3 Figure 3 — Year 2003 Traffic Including Growth..................................................................7 Figure 4 — PYI Peak Hour Site Only Traffic........................................................................8 Figure 5 — Year 2003 with Site Traffic................................................................................9 Figure 6 — Year 2003 Conditions with Proposed Site & Approved but Not Built Projects..................................................................10 APPENDIX Appendix A — Turning Movement Count Data Appendix B - Capacity Analyses of Existing Conditions Appendix C -- Capacity Analyses of Year 2003 Background Growth Appendix D - Capacity Analyses of Year 2003 Background Growth with Site Appendix E - Analyses of Year 2003 Background Growth, Site and Other Projects Appendix F — ITE Trip Generation Appendix G — Internal Trips Worksheet 01- 515 r • BRICKLLI. STATION MIXED USE DEVELOPMENT SW I."' AVENUE & SW I t `H STREET REVISED TRAFFIC IMPACT ANLAYSIS Submitted Into the public recd In cannocIlon tulth Item on u •, Waiter F"oeman INTRODUCTION City Clork This report summarizes the impact of traffic from a proposed mixed use development to be located in the southeast corner of SW 1" Avenue and 11`4 Street. Figure 1 depicts the site's general location. The methodology used for assessing traffic impacts of the proposed mixed use development was discussed with the City of Miami Department of Planning and Development staff. The City's traffic reporting criteria requires that a Mcjor Use Special Permit (MUSP) study be conducted by the City of Miami planning staff. Staff also indicated that no approved, but no built projects are known in the vicinity of the proposed 0 mixed use development. • z The following locations were chosen to evaluate the proposed development's traffic impact. - SW I" Avenue & SW 1 Vh Street - SW 15"' Road & SW 13`h Street - SW 1" Avenue & SW 13`h Street - SW 1" Avenue & SW S`h Street - Miami Avenue & SW 13`h Street - South Miami Avenue & SW 7'h Street - Miami Avenue & SW 11 `h Street - South Miami Avenue & SW 8`h Street EXISTING CONDITIONS Turning movement counts were performed between 4:00-6:00 PM on a typical workday at the 8 study locations. The PM peak is typically used to evaluate traffic conditions throughout Miami -Dade County. It is also the period in which traffic concurrency is evaluated by the Miami -Dade County Public Works Department. The results of the data collection are depicted in Figure 2 and the field data are in the Appendix. 01- Nib N 0 0 0 GENERAL LOCATION MAP t % Figure 1 i • 4-105 SW71hST x-904 Ncu i 87 -4 I N in SW 81h ST 402--1- - 497 49� N� N in m el SW 91h ST s� 3 SW 10th ST N B7 a .1 QC 71 SW 11th ST 1� 28 T , 1 Nva N N y n fie, a W SITE in SW 12th ST 7� �0 r�i x`- 244 CD cp% u fu an °'rn cL 105 8� r 1281 �• r 2 -1061 �l f- 26 ~ 324 y'6 SW 13th ST 497 -► 49 !� 87 } 92 t c N 0 26 cil EXISTING TRAFFIC AT STUDY LOCATIONS Figure 2 i • 0 • Intersection analyses were performed at each of the 8 study locations using software (HCS) that supports the current IfighwaY Capacity Manual. The HCS outputs are included in the Appendix. FUTURE CONDITIONS WITH PROPOSED SITE TRAFFIC Using the fifth edition of t4ic ITE Trip Generation manual, PM peak hour traffic is calculated for the proposed site and depicted in Table 1. Table 1 PM Peak Hour Brickell Mixed Use Development Daily PM Peak Hour Land Uses Size Trips In Out Total Residential 520 units 2,127 109 68 177 Office 230,261 sf 2,519 58 281 339 Retail 16,874 sf 715 19 25 44 Totals 5,381 186 374 560 Because of the proposed site's mixed use development, internalization of trips will occur. As a guide for determining the reduction of primary trips, the Institute of Transportation Engineers' Trip Generation Handbook was used as a guide to estimate internal trip making characteristics. The actual work sheet for this exercise is in the Appendix. Table 2 depicts the adjusted traffic volume. Table 2 Adjusted for Internal Trip Making Characteristic During the PM Peak Period flubmitted Into tho public rGoord In co�ueH2n With 1601n Wader Foaman City Clerk Gross Trips Internal Trips Adjusted Trips Lard Use In Out Total In Out Total In Out Total Retail 19 25 44 -5 -7 -12 14 18 32 Office 58 281 339 -16 -24 -40 42 241 283 Residential 102 68 177 -25 -1 -40 84 53 M Totals 186 374 560 -46 -46 -92 140 312 452 4 a�z� 01— 515 0 • Both the Metrorail and the People Mover transit stops are adjacent to the proposed site. This is estimated to reduce primary trip making by approximately 15%. Table 3 depicts the results. Table 3 Adjusted PM Peak Hour Trips Less Transit Trips Less Transit Adjusted Adjusted Trips Transit Trips Net Trips Land Use In Qui Total In Out Total In Out Total Retail 14 18 32 -1 -1 -2 13 17 30 Office 42 241 283 -6 -36 -42 36 205 241 Residential 84 53 137 J -,l -8 -21 71 45 116 Totals 140 312 452 -23 -45 -65 120 267 387 A further reduction of primary trips will occur from pas, -by trips or trips made to the site from vehicles already on the roadway for other purpose such as, mail and package deliveries. It is estimated the primary trip making will be reduced to only the retail and office uses by 5%. Table 4 depicts pass -by trip reduction and the remaining primary trip estimates of the proposed site. Table 4 Transit Adjusted Net Trips less Pass -by PM Peak Hour Trips Less Estimated Adjusted Trips Transit Trips Primary Trips Ind Usg In Out Total In Out Total In Out Total Retail 13 17 30 -1 -1 -2 12 16 28 Office 36 205 241 -2 -10 -12 34 195 229 Residential 71 45 116 0 0 0 93 66 159 Totals 120 267 387 -3 -11 -14 139 277 416 Submitted into the;' public record_ o ectioV `AW L4. yyawr Foeman City Clerk ai,1 L r r 5 01" itis is BACKGROUND TRAFFIC The proposed site is estimated to be completed and occupied in year 2003. A 2% annual growth rate is used to estimate future area traffic. A 2% growth rate has been generally accepted by City staff from information presented and approved in other recent traffic studies depicting area growth. DISTRIBUTION The Miami -Dade County Public Works Department was contacted to obtain the cardinal distribution data as set forth in the M.U.A.T.S. planning model to detennine directional trip making characteristics of area traffic. The following information was used as a guide to distribute project site traffic via area roadways: North/northeast - 23.97% North/northwest - 18.74% Eastinortheast - 12.79% West/northwest - 15.0 1 % East/southeast - 4.73% West/southwest - 18.01% South/southeast - 1.11 % South/southwcst - 5.64% Figure 3 depicts future intersection traffic volumes with three years of growth. Figure 4 depicts proposed site traffic volumes at full build -out and occupancy. Figure 5 depicts year 2003 with background growth and site volume. Figure 6 illustrates traffic in year 2003 with the proposed site and approved but not built projects. Subrttltted into the public reoard In cortnectlon with Item on VJAd-SJ W11.1tor Rpm nai s City Clark 6 Ot- NO 4-141255 SW Tth ST o� N� 87-4 cu SW 8th ST 402 -► cu LnLn S lo.- N 99in C:) .Q SW 91h ST 0% � %D gQ SW 101h ST Q D a F' a SW 11th ST 1 2 i- 30 0 4-44 f-7 = =r A �I SITE .» M SW 12th ST m G cN-3 x-259 W�� ". ti�v �� 4--111 tr 1 rya r1 ~ 2 59 j- +--1126 �/ — 9 34 Aja SW 13th ST tJi 1� 527 -► 92-4 52 -i i ,3a a .D o 427 -► t-&A�$ g .o cu 28-t ,'Cb"u 1 co _ YEAR 2003 TRAFFIC INCLUDING GROWTH Figure 3 iR11N9'ORfMNL'/SIS PStOFE5WON11L$ 0 0 0 0 _'- �n rwFtsnK�w-a • PM PEAK HOUR SITE ONLY TRAFFIC Figure 4 r 4--149 SW 7th ST +-1255 LnN t ,! � ' Sw 8th ST L 83750--o- i N 1168— t �► An 99-1 SW 8th ST rT �aW sw 101h ST - — r06 a � f- 0 �L . 3 SW lith ST j i 358 M-44 I 'It 3 h GN G W SITE Q% Q SW 12th ST V R� ''-278 v M^ ati �* 122 4 9 \► C 2 61 1126 '`i J 349 C / ` SW 13th ST 582 148 -� ii �a ,► a 52 "i �n 444--s- CU 32 n YEAR 2003 TRAFFIC INCLUDING GROWTH & SITE TRAFFIC _ Figure 5 �ym� 4-149 SW 7th ST -t-1292 %D cu , I - _ O+ 379-4 my SW Oth ST 850 ---o- 1168 --► I� s 212 --- CD SW 91h ST � :• m co) J C V� w SW 10th ST W -- G n fl Q Q = N SW 11th ST W 358 0 g4-44 44 c i ? T d CD 0-0 C.) ? cyll g _ w SITE v Q r SW 12th ST S � m m %0 255 co � o t1N v 4--160 9 d s-1461 j —1126 -4 f �. 342 'e �► 2 j 28 i / SW 13th ST CJS 624-41- 3► 225 O 52 471--► I� X36 N %0 a 32 i �� rtj Cst YEAR 2003 TRAFFIC WITH GROWTH, SITE, & OTHER PROJECTS TRAFFIC Figure 6 -- TRANSPORTAMALYSCS PROFESSIDrws OTHER APPROVED BUT NOT BUMT PROMM'S IsThe City of Miami planning staff supplied copies of three (3) other approved but not built projccts that are scheduled for construction in proximity to the proposed Brickell Station development. 'rhe three (3) projects are as follows; Brickell Main Street Brickell Grand - Brickell View The traffic analyses that follow include the traffic generated by the three (3) approved but not built projects through the 8 intersections under study with all future background traffic grown to the year 2003, a LOS analysis was performed to measure future impacts at each study location. Table 5 depicts existing, year 2003 background traffic, year 2003 with proposed site traffic and year 2003 with other approved but not built projects. Table 6 depicts the LOS at the 8 locations under study. Link analyses was not perforated since all intersections under study will operate at acceptable levels of service. Intersections typically govern the flow of traffic in a given link. If the intersections within a link operate at acceptable levels of service, then normally the link will too. SubMtod Into the public record In connectlon with RM Ln '� on Walter Foeman City Cleric I 01- bib 1111116MM 9 SW 1 st Av enue and SW 13th Street TABLE 5 92 56 148 TRAFFIC VOLUME AT INTERSECTION STUDY LOCATIONS 402 EB THRU 497 30 527 APPROVED' 582 42 YEAR EB RIGHT OTHER 3 Existing 2003 52 PROJECTS 52 PM Peak BKGRND SITE SITE TOTAL INTERSECTION AND APPROACH VOLUME VOLUME S -TOTAL VOLUME S'TOTAL VOLUME VOLUME 65 1126 0 1126 SW 1st Avenue and SW 11th Street 1126 NO LEFT 62 4 66 LEFT 28 2 30 328 358 0 358 �WB SB THRU 481 29 510 93 603 _ 0 6123 0 21 SB LEFT 52 SW 1 st Av enue and SW 13th Street 5 92 56 148 77 225 402 EB THRU 497 30 527 55 582 42 624 EB RIGHT 49 3 52 0 52 0 52 WB LEFT 26 2 28 0 28 0 28 WB THRU 1061 65 1126 0 1126 0 1126 NO LEFT 62 4 66 0 66 0 65 NB RIGHT 19 1 20 1 21 0 21 SB LEFT 52 3 55 21 76 27 103 SB THRU 129 8 137 53 190 0 190 SB RIGHT 300 18 318 121 439 44 483 South Miami Avenue and 1 EB LEFT EB THRU EB RIGHT WB LEFT WB THRU WS RIGHT NB LEFT NB THRU NO RIGHT SB LEFT SB THRU SB RIGHT South Mi 87 5 92 56 148 77 225 402 25 427 17 444 27 471 26 2 28 4 32 0 32 32 2 34 0 34 0 34 904 55 959 0 959 13 972 105 6 111 11 122 38 160 71 4 75 0 75 0 75 149 9 158 16 174 51 225 30 2 32 0 32 0 32 32 2 34 0 34 10 44 193 12 205 0 205 41 246 196 12 208 0 208 0 208 ni Avenue 11th Street 2 34 0 34 0 458 28 486 WB THRU 7 0 7 37 44 0 44 WB RIGHT 41 3 44 0 44 0 44 NB LEFT 15 1 16 83 99 0 99 NB THRU 352 22 374 197 571 0 571 SW 15th Road and SW EB LEFT EB THRU EB RIGHT WB LEFT WB THRU WB RIGHT NB RIGHT SB LEFT SB THRU SB RIGHT Approved, but net 32 2 34 0 34 0 458 28 486 46 532 0 84 5 89 0 89 0 2 0 2 0 2 0 1281 78 1359 102 1461 0 244 15 259 19 278 0 11 1 12 0 12 0 87 5 92 9 101 0 26 2 28 0 28 0 44 3 47 0 34 532 89 2 1451 276 12 101 28 47 f0coru_ ill �r+ere- itern.._. ort -XL--L6d Wafter Foeman of- 5 i s city Clerc 12 • 0 • Table 5 (continued) TRAFFIC VOLUME AT INTERSECTION STUDY LOCATIONS APPROVED' YEAR OTHER Existing 2003 PROJECTS PM Peak BKGRND SITE SITE TOTAL INTERSECTION AND APPROACH VOLUME VOLUME SUBTOTAL VOLUME SUBTOTAL VOLUME VOLUME SW 1st Av enue and SW 8th Street 72 1255 0 1255 37 140 9 EB THRU 1101 67 1168 0 1168 0 1168 EB RIGHT 93 6 99 45 144 68 212 SB THRU 476 29 505 39 544 65 609 SB LEFT 122 7 129 0 129 0 129 South Miami Avenue and LB THRU B RIGHT LEFT THRU South Miami Avenue and EB LEFT EB THRU 1183 72 1255 0 1255 37 140 9 149 0 149 0 520 32 552 78 630 219 487 30 517 55 572 71 19 54 12 66 1292 149 849 357 22 379 0 379 0 379 801 49 850 0 850 0 850 650 40 690 133 823 145 968 33 2 35 19 54 12 66 Subaittod Into the publk recorAjn nnec;3un with NWcoon Walter Foemaln 10 City Clerk 01- bib 13 10 I* 16 I South Miai South Miai SW 15th F ' APprovec EB THRU TABLE 6 49 A LEVEL OF SERVICE (LOS) AT INTERSECTION STUDY LOCATIONS A A B YEAR B B YEAR 2003 WB THRU YEAR 2003 BCKGRND, B EXISTIING 2003 WITH S)TE & B PM Peak BCKGRND SITE PROJECTS* INTERSECTION AND APPROACH LOS LOS LOS LOS B B B B SW 1st Avenue and SW 11th Street B B B B WB LEFT B B D D C SB LEFT SB THRU B B D D S8 THRU B C C SW 1st Avenue and SW 13th Street SB RIGHT B C I South Miai South Miai SW 15th F ' APprovec EB THRU A A A B EB RIGHT A A A B WB LEFT B B B B WB THRU B B B B NB LEFT B B B B NB RIGHT B B B B SB LEFT B B B B SB THRU B B B B SB RIGHT B 8 C C ue and 13th Street EB LEFT A A 8 B EB THRU A A B B EB RIGHT A A 8 B WB LEFT A A A A WB THRU A A A A WB RIGHT A A A A NB LEFT B B B C NB THRU B B 8 C NB RIGHT B B B C SB LEFT B C C C S8 THRU B C C C SB RIGHT B C C C ue 11 th Street WB THRU A A C C WB RIGHT A A C C NB LEFT A A A A NB THRU A A A A I QIA/ 1Q1h Clecol EB LEFT B B C C ES THRU B 8 C C EB RIGHT B B C C WB LEFT A A A A WS THRU A A A A WB RIGHT A A A A NB RIGHT A B B B SB LEFT F F F F SB THRU F F F F SB RIGHT C C C C built projects ui- 5ib 14 I* TABLE 6 (contiued) LEVEL OF SERVICE (LOS) AT INTERSECTION STUDY LOCATIONS YEAR 2003 YEAR YEAR BCKGRND, EXISTING 2003 2003 SITE & PM Peak BACKGROUND BACKGROUND PROJECTS" INTERSECTION AND APPROACH LOS LOS LOS LOS SW 1st Av 10 enue and SW 8th Street EB THRU B C C C EB RIGHT B C C C SB THRU B C C C SB LEFT 8 B 8 B South Miami Avenue and WB THRU WB RIGHT NB LEFT NB THRU South Miai 10 IF ri Avenue and SW 8th Street B B C C B 9 B B ID E B B C C EB LEFT C C C C EB THRU C C C C NB RHRU A A B B NS RIGHT A A B B Submitted into the public jtecDi ,% in WnnCWton with '4 .. an� 4 wane, oi- 515 15 0 . ,rRANSPORTATION'CONTROL MEASURES PIAN The City of Miami requires that developments requiring a MUSP process explain how the development plans to reduce the proposed site's traffic on adjacent and near by intersections. As noted in Tables 2 and 3 of this report. a reduction of nearly 31 % of the estimated primary trips will be reduced by the mixed use development's interaction between its various land uses and its proximity (within 100 feet) of both the Mctrorail and People glover facilities. Other traffic reduction measures will reduce primary trip making, too. Some suggested measures are listed, but no limited to, as follows. - Encourage shared ridership (van pooling). - Encourage office employees to implement staggered work hours. Post mass transit schedules in public areas. Encourage mass transit use by employees --purchase transit passes and make them available to employees at a discount or free. CONCLUSION The external traffic generation as illustrated in this report is likely overstated. Although there is no empirical data to support the reduction of trip making from residents walking to nearby services and retail developments, it is widely known that it does occur. Hence, traffic congestion at nearby intersections are likely to be less congested than what appears in this report. Except for southbound through volume at SW 15`h Road and Coral Way, all intersection movements will operate at acceptable levels of service. It should be noted the southbound through movement is currently at LOS "F" and the proposed site is not adding any new traffic to the movement. • SubrMtted Into the pub#G' r®coy In crinnertt Rom an Wnitur F oernan City Cleik 16 01- 515 0 • E a I _ r it -j I I , I � I ,11FCLt r BRICKS LL1 t IOROMO R 4TAT1 I f I J - 5397?4t7Afi:. • • �t,II S 1 f m sr gm1�IrG7.oC, ��69 . i I-r•.ru�cmerasln i i--a.w�TraT I.1r YtY.F Q9 M.49A/.L I 701':9-ps of Kjaw.c LFVcL OF 35 -- tam ��i{� t i •t •� �i`�t ,! F?,^� RiMWAL M %V MXM '+.baa 9. awasnc.v..:cFmcr •' ��®: "+sa l39! st' r s'r� -d�ts--�s" ice' T�� tl t EL D3' -P iI) y_wc�.rt I 1F'afiA Jf aOL=M�)WiJl I � __ ___ _________ -------------- I--- I. M is L .Q:. • - _ -t.. - .. .S . � ..I RRIOENTIAL P.44S- 2 1 "I 37. 1$ i I-r•.ru�cmerasln i sub 0'�-ibL�1�+i �,,��•• _I 1 t@9r-.-_.-� ' A--.-- '`•'i{f I 701':9-ps of Kjaw.c LFVcL OF 35 -- tam ��i{� t i •t •� �i`�t ,! F?,^� RiMWAL M %V MXM '+.baa 9. awasnc.v..:cFmcr A6tetrAtw N 0 ne•esx ice' T�� >-!-•JIS'F�A ..-.1 '� lJ.... EL D3' -P iI) y_wc�.rt I 1F'afiA Jf aOL=M�)WiJl I � Q-• �N '.--�•--�-,-,�--yid-��—� -_-1 � 1 prE „y I ei, � • :T T - I iiia I -�- �7i._� , _ _' �� I I I � I ��{I � I I aw `fv I ..iai•' � i� 03- �.��',.,L_. I ., I Imo. � I --.ate S i'{ _,. &737.� +a.wcnarwmn - RMDX-:VTIALPHMEI .�.ol..a. sncforv.x 37FLC)ORS mmf94ar I I Aw �yi.irdnOf.lOa '.£95Cf FXV' �:.� `.�.ftnoNDG ves:w EL,173'L' +1t+cczAflminA:nc.n'c• _ [ T.11.!/Y[ . : �4roe a ASCF I[�wrw. --•etwlraT. I I L wT✓OOaYt010ar000O1ii zz--= � sw 12TH ST - -- --. .. aaorale�e.lmn.alw I BRICKctI_>✓ STATIOV MiXiME3 ; - LJS 7c V �LOP1/Ic11T - � 7lNeL Rorlde73STi REST DBM PHAK 2 : AREA I FAR. �r AfFA S7Fr10fK GOIIO 1 :Pa 1Q! �A,dOGL�.i (i1 2t V m YBLP.+ 4 0 I PaDlit:x �q ron u>a ma+ �1:210(f t¢ I for -a SIA', tz;fcsr NODES DENT 1L MEAL FAR l!W NEA %storx f.ICAlO 1 'IAOC '/.100 M raFDO6'1 ATA{ n.®L. OPRICKML-L- 9TAMON 0ffVc6.r0? m,*qr SITE DATA & DEVELOPMENT PROGRAM Aff:CTAIff.A. TTAt:� 9mSSlATAF01:1F,n0 SF SMD �FUft1t'xi !TJ(AL1r: t IM7C rZP]tA�StM�D. iTDiK eNaonlrx 7th' 1W.23tR t7m4) BU][Yfi �lP9tvT: �ff �78006'mCFM+W/ �ax� E7 SPI9k"R Qa firJY fdfO!7S esa ad a MET as �9amS,aasa�zma-s a,1'�4P3YSFAt±RFLb'RFJOSrParfsreAut ftar.�s,�aw f}Sf9tA _nage =14�. S7 IESIEYINI 0+119fA. McAO-syp�r. STNR81L1�•OE.�i� N AIA1DtvC AW WMpW RfOJ:C7 �.YF R=DMfL f7o 1: •t77�5 Sf GMsi l'Qt95 SF nm.arArA; Am,llpaf eas7osf 4MITZENW COMM, 1151051 (atlo•fNti; 5554:.4 ii3n tr TOTAL AA 7.1A jwV NI.MSF W. ASNOTM MOOR P PE42 f, MOMAFEAITARr. axmw .c.tAem: .75111015 V -Ml w RON., 3mr PMRAWNIC 11. lot? Ir, ASS�JMl Tf:AE*prtilf7J ft"AfOkO t 'mmsr .OF LARTM A UMM. SMRATf100F• CTId PAkv rHacHr S.F•S m i� r.WADf ` A` fs?.r 17E5609IAl1sa.'. P ate -.O.8 t..adp.Ytq M:1pm=2f am=•s7•emfa MOMCwvKr 1Dore1•Dmx n.l+esf:t® rmas•_/7. Y7toweet tOr..sYe.>C PRs:1471.l17. ARWOM:frQ.s iso...tA41 1fe.ec'f.tlq (7+Os.fa®I/ TCI.-sn)yI.O Ife�,.2s dm•-:3KF49 +: 4aVJ4 PM RUM R AVMALM-:. u)YFA'It!:xlr ween„+SXr Crpmbw" 1►eCoflaNq ar.dts000lar :wdalm� tnesao.aos RISM041A. MI Nleetflf'?AIf (4NM*r1IS fCre1mu" 1"W"" rd2WASSF ad4mm3F 4rXIMMSr M219AT AME AN 4XaW [eea1ATOM'..fsm"oTw, PACOWMNCIOUPM01'RA0AMIMM SITE=PLA..ti a G _ _ Oo I..:- 515. MAJOR USE USE SPECIAL PERRIT NARCM 28.-M; Rr--5. IDENPALL FPASE 1: AREA 1 F. R. Ftp $m 9suAt 795 onm 1 It$ 2ffi AEs O.� ..I Y ,S T u F 35 RiMWAL M %V MXM 049 A6tetrAtw N 0 0 K -P "WA, OMIV REST DBM PHAK 2 : AREA I FAR. �r AfFA S7Fr10fK GOIIO 1 :Pa 1Q! �A,dOGL�.i (i1 2t V m YBLP.+ 4 0 I PaDlit:x �q ron u>a ma+ �1:210(f t¢ I for -a SIA', tz;fcsr NODES DENT 1L MEAL FAR l!W NEA %storx f.ICAlO 1 'IAOC '/.100 M raFDO6'1 ATA{ n.®L. OPRICKML-L- 9TAMON 0ffVc6.r0? m,*qr SITE DATA & DEVELOPMENT PROGRAM Aff:CTAIff.A. TTAt:� 9mSSlATAF01:1F,n0 SF SMD �FUft1t'xi !TJ(AL1r: t IM7C rZP]tA�StM�D. iTDiK eNaonlrx 7th' 1W.23tR t7m4) BU][Yfi �lP9tvT: �ff �78006'mCFM+W/ �ax� E7 SPI9k"R Qa firJY fdfO!7S esa ad a MET as �9amS,aasa�zma-s a,1'�4P3YSFAt±RFLb'RFJOSrParfsreAut ftar.�s,�aw f}Sf9tA _nage =14�. S7 IESIEYINI 0+119fA. McAO-syp�r. STNR81L1�•OE.�i� N AIA1DtvC AW WMpW RfOJ:C7 �.YF R=DMfL f7o 1: •t77�5 Sf GMsi l'Qt95 SF nm.arArA; Am,llpaf eas7osf 4MITZENW COMM, 1151051 (atlo•fNti; 5554:.4 ii3n tr TOTAL AA 7.1A jwV NI.MSF W. ASNOTM MOOR P PE42 f, MOMAFEAITARr. axmw .c.tAem: .75111015 V -Ml w RON., 3mr PMRAWNIC 11. lot? Ir, ASS�JMl Tf:AE*prtilf7J ft"AfOkO t 'mmsr .OF LARTM A UMM. SMRATf100F• CTId PAkv rHacHr S.F•S m i� r.WADf ` A` fs?.r 17E5609IAl1sa.'. P ate -.O.8 t..adp.Ytq M:1pm=2f am=•s7•emfa MOMCwvKr 1Dore1•Dmx n.l+esf:t® rmas•_/7. Y7toweet tOr..sYe.>C PRs:1471.l17. ARWOM:frQ.s iso...tA41 1fe.ec'f.tlq (7+Os.fa®I/ TCI.-sn)yI.O Ife�,.2s dm•-:3KF49 +: 4aVJ4 PM RUM R AVMALM-:. u)YFA'It!:xlr ween„+SXr Crpmbw" 1►eCoflaNq ar.dts000lar :wdalm� tnesao.aos RISM041A. MI Nleetflf'?AIf (4NM*r1IS fCre1mu" 1"W"" rd2WASSF ad4mm3F 4rXIMMSr M219AT AME AN 4XaW [eea1ATOM'..fsm"oTw, PACOWMNCIOUPM01'RA0AMIMM SITE=PLA..ti a G _ _ Oo I..:- 515. MAJOR USE USE SPECIAL PERRIT NARCM 28.-M; E • SKETCH OF BOUNDARY SURVEY • Y171 Or11.11� ' � n y.Mr r r'.N. r-. •.� � r ryr.... .FNrr M��r.r.... -� w.ry1 �. •... r-.lN.�w-... r...•i.,w b.yr r� A Parton. Ltd `�. `�""`�r-•� SW 11th STREET �I F r �• � r• — . ,.f.d.IIIC•i.>f..l�. IV.w I.• � W ..� r�AL t wol � h .nw r _ :r.: Z _ZL.tom. ►: r A i N ' � N�-•=s-�.-------- w..o—T1s--� --��--- - r-- --�-- SW 12th STREET • Y171 Or11.11� ' � n y.Mr r r'.N. r-. •.� � r ryr.... .FNrr M��r.r.... -� w.ry1 �. •... r-.lN.�w-... r...•i.,w b.yr r� A Parton. Ltd •wr ti - I w y) • .� y r. ,.f.d.IIIC•i.>f..l�. IV.w I.• � y .-.r yI.+r wM• Ny ) ..� r�AL _ :r.: Z _ZL.tom. • Y171 Or11.11� ' � n y.Mr r r'.N. r-. •.� � r ryr.... .FNrr M��r.r.... -� w.ry1 �. •... r-.lN.�w-... r...•i.,w b.yr r� A Parton. Ltd SKETCH OF BOUNDARY SURVEY • - ' KV WkkcN Punecr. Ltd. _ SW 11 th STREET • t �� _ ?: .. ' -r. � I I L� .III ..,. - .- ZZ — Ezz 4 m 02 II 3� 'dII; ry ; (D i CL �I i > ' Zmom I ca. - •-- -• _a• 03 ur cr , CIIt I I iL 5 n i •• 1 - (ni r - -w� •� �s �'• "tea SW 12th STRP'P'T t■"'': -,. AI.TAIACSMlANDi1TLESMVE5 - ' KV WkkcN Punecr. Ltd. _ E ,- tion r > r � k ^ 'Le Ill. Suppottng Documents t Tab 1 Survey of Property��xK �w Tob'2 Site Plan i k f rte.,".�,.�j,� Impact ♦ �y� � 1'�uffic a .Analy r Site Utility Study Ta6.S Economic Impact Study t } by ... �hfi iii 6 Minority Construction Employment Plan r Aroititectuml and Landscape Drawip 4 j a R I s �' },yI�Vt �a LSP` `M u fi t T4 'LZ �"4 w.":.iv4 F.4 ,,,4• .4r4 F ^',"�`< F } z"1�? 5 x � 'n �'� � 4 � s � �t.1"' k1• ,� .«."z ri'S�pY T� ay tn`". �'� 3 e � t a 4.i'4 � � �+o e � r(x� �r �'��.t{�� S.3r vy'�� fi"Z,cq �H'X• ;y� r'�ifi�i`�_�' h' its e Cat e r s a i,� � �� 'wF�i:L-�r�a;+3 �r`� �� ° r �5' • �"� k 35.�.'S 9 i { 1^ S4k�,�r'4rve+1 7r`��hi'-�£ y ✓ :f�'t°�,ti+P�.'�R ' �' �r yK . ,,t�''}'W. �p �^.� x :.?re ,r Sv " a �, a a,.^j„,.rrs. k Ef, +s• eU ,, ,,k. t�§,hrryw k thO Aubid IN, �� r `nem �1 �'1��/�" A d W '�! ky,}�tiff 04Y G" n u .�'e7wk r+sig 1�ze i s;l� k e twr"' j 01- 515 102,212 Major Use Special Permit. i Concept Plan a rlta�n 1102,2: i�evelopment Impact Study `i WOW 1 t LL YM �t,aAa t a d t St �' t a•�a � ,K +tel " r3' � r§ _� "^J�zM i� 1C1 "It. PROJECT DESCRIPTION !`' }/�j/{�/]��j .} A - ` Zoning Ordinance No. 11000 102,212 Major Use Special Permit. " Concept Plan a rlta�n 1102,2: i�evelopment Impact Study `i WOW i LL YM �t,aAa t a d t St �' t a•�a � ,K +tel " r3' � r§ _� "^J�zM i� 1C1 "It. PROJECT DESCRIPTION !`' }/�j/{�/]��j .} A - ` Zoning Ordinance No. 11000 1.: Section 1304.2.1 Application farms, euppiementary materials 1702.2.1 General Report 4 102,212 Major Use Special Permit. " Concept Plan a rlta�n 1102,2: i�evelopment Impact Study j WOW i LL YM �t,aAa t a d t St �' t a•�a � ,K +tel " r3' � r§ _� "^J�zM i� } i d ; !`' }/�j/{�/]��j .} Ale w k V wa w: ♦ Ay° { n yh ,k' i�'�.; `nc� c. �M+, A".�}✓' �i��'L� c � ,i,'� �e�v�,F�"°•. '' •. p r � �, ryh#�d t 3Ya4. '`..�,k.. KAtJ x eke 4 §��aS a FF }$ tf}lgat UP r� 's, 44 rv' � q 9 fi, 4b.EH4 1 3 01-' 51a f9b0ftod into the public VW ° !n C01lfUftn with ¢r 1i S I on WOW i W�F�o_e�jmana.�n YM �t,aAa t a d t St 3 01-' 51a 1.500 4ttoci into a mon with he public Mord in cw M MM j2&,C— on aJA4-4- Walter Foernan City Clerk BRICKELL STATION MMD USE DEVELOPMENT Zoning Ordinance No. 11000 1. Section 1304.2.1 Application forms; supplementary materials (a) Statement of ownership and control of the proposed development or activity. The Disclosure of Ownership and Ownership Affidavit are provided in Article I. (b) Statement describing in detail the character and intended use of the development or activity. The location of the proposed development is unique in two respects. First it is located east of SW lst Avenue, between 11th and 12th Street, immediately across from the Brickell Metromover and Peoplemover Station (the "Metromover and Peoplemover Station"), and second, its northern boundary along SW I Ith Street is impacted by the Peoplemover. The applicant is proposing a two phased development. 1. Phase I consists of a 359 unit multi -family residential building with an associated 736 parking spaces structure and ground level retail. The building is 37 ticwrs in height of which 28 floors are residential, 7 floors of parking, 1 floor of building amenities and 1 floor of retail. 2. Phase 11 consists of a 359 unit tnulti-family residential building with an associated 610 parking spaces structure and ground level retail. The building is 37 floors in height of which 28 floors are residential, 7 floors of parking, 1 floor of amenities and l floor of retail. The project shows extensive landscaping as shown on the landscaped plans included under Tab 7, Article III. Drawings showing the architectural character and location of the intended uses are included in Tab 7, Article 111. (c) General location map, showing relation of the site or activity for which special permit is sought to major streets, schools, existing utilities, shopping area, Important physical features in and adjoining the project or activity and the like. A location map and an aerial map indicating the surrounding streets and properties are included in Article 1. (d) A site plan containing the title of the project and the names of the project 01- 515 OMAN& 0 E 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 Site Plan is located under Tab 2, Article 111. (1) Boundaries of the project, any existing streets, buildings, watercourses, easements and section lines; The boundaries of the project and the location of existing streets and easements are shown on the survey located under Tab 1, Article 1I1. (2) Exact location of all buildings and structures; The exact location of all existing structures located on the property is shown on the survey located under Tab 1, Article Ill. (3) Access and traffic flow and how vehicular traffic will be separated from pedestrian and other types of traffic: A detailed analysis of the site access and traffic flow for the development is provided in the Traffic Impact Analysis located under Tab 3, Article Ill. The project has been designed in accordance with the City's intentions to keep SW ist Avenue (across from the Metromover Station) as a pedestrian friendly street without any vehicular access to any of the buildings. Accordingly, vehicular access to the Phase II residential building is through SW 11th Street, while vehicular access to the Phase I residential building is through SW 12th Street. CL V (4) Offstreet parking and offstreet loading areas; C Each building has its own offstreet parking structure independent of each a other. These are independent loading facilities for each of the two buildings. Loading occurs internally at the rear of the buildings away from the streets and pedestrians. nY 4 i (5) Recreation facilities locations; The location of the recreational facilities for both residential buildings occur on top of the parking structure at the 9th floor. Each building's amenities include a pool with a landscaped deck, a spa, lockers, a fitness center, a business center and a multi-purpose room, which may be used for parties and/or meetings. The Phase 11 residential building also has a jacuzzi and a wet bar adjoining the multi-purpose room. 0 (6) Screens and buffers; Landscape and buffer areas are indicated on the Landscape Plans under 'Tab 01- 515 • Sola. redo I�iicr thepublic In cortncc�un 7, Article III. J 2^�„ on , h (7) Refuse collections areas; IN C Foeman city Cleric Waste collection will be provided by the City of Miami or by a private company. (8) Access to utilities and points of utilities hookups. All utilities shall be underground. Access and connections to site utilities are discussed in Site Utility Study located under Tab 4, Article til. Each building has its own separate mechanical, electrical and telephone equipment rooms. (e) Tabulations of total gross acreage in the project and the percentages thereof proposed to be devoted to: The total gross acreage for the project is approximately 3.4 acres or 147,570 sq. ft. The footprints for all buildings is 70,933 square feet. (f) Tabulation showing: (1) The derivation of numbers of offstreet parking and offstreet loading spaces shown in (d) above. The total number of offstreet parking spaces required is 1,291. The total number of spaces provided is 1,346. Eight offstreet loading areas are provided as shown on the Plans. (2) Total project density in dwelling units per acre. There are a total of 718 residential units or 210 residential units per acre. (g) If common facilities (such as recreation areas or structures, private streets, common open space, etc.) are to be provided for the development, statements as to how much 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 due Site Utility Study under Tab 4, Article Ill. (i) Architectural definitions for buildings in the development; exact number of 3 01- 515 IIIIIY�CI.S' • • • • • dwelling units, sizes, and types, together with typical floor plans of each type. There are 718 residential units. Typical Floor plans for the residential buildings are included under Tab 7, Article ill. 0) Plans for signs, if any. Signage for all buildings will be done separately. (k) Landscaping plan, including types, sizes and decorative shrubbery, and showing provisions maintenance. See Sheets L1 to 1-3 under Tab 7, Article III. Submitted Into tho public recoaLln connection with item �� on f1- &d Walter Foeman City Clerk locations of vegetation an for irrigation and future (1) Plans for recreation facilities, if any, including location and general description of buildings for such use. See item L(d)(5), above. (m) Such additional data, maps, plans, or statements as may be required for the particular use or activity involved. The drawings submitted with this Application are located under Tab 7, Article Ill. (n) Such additional data as the applicant may believe is pertinent to the proper consideration of the site and development plan. Elevations and sections depicting the architectural character of the Buildings are included under Tab 7, Article III. 2. Section 1702.2.1 General Report. (a) Property ownership or ownerships and beneficial interest within the boundaries of the area proposed for Major Use Special Permit. Statement of Ownership and beneficial interest within the boundaries of the area proposed for the Major Use Special Permit are provided in Article 1. (b) The nature of the unified interest or control. The nature of unified interest or control is indicated in Article 1. (c) Survey of the proposed area showing property lines and ownership; existing features, including streets, alleys, easements, utility line, existing land use, general topography, and other physical features. A copy of the Survey is included under Tab 1, Article Ill. 4 01- 515 • Submitted Into the public rsco !n connection Witt, Item Z- on (d) Materials to demonstrate the relationship of the elements listed in (c) pWW1d1t*eman to surrounding area characteristics. City Clerk The drawings submitted with this Application are located under Tab 7. Article Ill. (e) Existing zoning and adopted comprehensive plan designations for the area on and around the lands proposed for Major Use Special Permit. The existing zoning designation for the property pursuant to City of Miami Ordinance No. 11000, is SD -7. Page 37 of the "Zoning Atlas Map is located in Article 1, and indicates the existing and surrounding zoning. The comprehensive plan future land use designation for the property is Commercial and is shown on the land use map located in Article 1. (� Analysis demonstrating consistency and concurrency with the adopted comprehensive neighborhood plan. The future land use element of the Miami Comprehensive Neighborhood Plan designates the property Commercial. The Commercial designation allows residential and office development. Therefore, the proposed development is consistent with the City's plan. The Traffic Impact Analysis and Site Utility Study (Tab 3 and Tab 4 of Article III, respectively) indicate adequate infrastructure capacity to meet the impact of this development. 3. Section 1702.2.2 Major Use Special Permit Concept Plan. (a) Relationships of the concept plan to surrounding existing and proposed future uses. Article ii contains a written narrative of this project outlining proposed uses, activities and architectural character. This narrative also contains descriptions of the project's relationship to traffic, pedestrian movements, and transportation access. Building elevations, sections and perspectives showing the proposed materials, vertical profile and height, and orientation to streets is included in the drawings submitted with this Application. The list of Drawings submitted is found under Tab 7, Article Ill. (b) Existing zoning and adopted comprehensive plan principles and designations. This project conforms to the SD -7 zoning for this property. The City's future land use map designation is consistent with the proposed development. The applicant is also requesting the approvals and permits shown in the attached Exhibit "A". 4. Section 1702.2.3 Development Impact Study. • (a) A traffic analysis shall be sulxnitted for an area within approximately 1/4 mile of the site, or an area including the major intersections to be impacted on the site, whichever is larger. s 01- 515 • • Subautted into the public raWr,d in (XXMvj1on with Walter Foeman The Traffic Impact Analysis is included under Tab 3, Article III. City Clerk (b) Economic impact data shall be provided, Including estimates for construction casts, construction employment, and permanent employment and shall demonstrate that the proposed development Is favorable to the economy, public services, environment and housing supply of the City. The Economic Impact Study is included under Tab 5, Article Ill. (c) A housing impact assessment. The residential portion of the development consists of 718 units. Rentals are estimated in the range of $1,500 to $2,500 per month per unit. (d) A description of proposed energy conservation measures shall be provided, including only those measures that are proposed in addition to tate minimum requirements in State Energy Code. Architecturally, the building envelope will be comprised of insulated walls and roof. Energy saving lamps, ballasts and fixtures are being considered at cores and public spaces. The ultimate design of the building will incorporate energy conservation measures when applicable. (e) Historic buildings. There are no historic structures located on the Property. (f) Environmental Zone. The Property is not located within an Environmental Preservation District. (g) Dade County Shoreline Development Review. Not applicable. 542002 6 01- 515 • EXHIBIT "A" • BRICKELL STATION SD-7/CENTRAL BRICKELL RAPID TRANSIT COMMERCIAL RESIDENTIAL DISTRICT Per City Code, Chapter 36. Construction Equipment Request for waiver of noise ordinance while under construction for building shell. Per City code, Chapter 23-5a, Request for a Certificate of Appropriateness for ground disturbing activity in an Archeological Conservation Area. MUSP, as per Article 17 for development of 520 residential units. MUSP, as per Article 17, for a parking structure of 1471 parking spaces. Class II Special Permit as per Article 6, Section 606.3.1, for development of new construction within a Special Distrait. Class 11 Special Permit as per Article 6. Section 607.3.1, for temporary construction fence and covered walkway. Class 11 Special Permit as per Article 9, Section 908.2, for access from a public street roadway width greater than 25 feet. Class 11 Special Permit to request a waiver of City of Miami Parking Guides and Standards for Periphery Landscape. Class 1 Special Permit as per Article 9, Section 915.2, for FAA clearance letter. Class I Special Permit as per Article 9, Section 906.6, for pool/outdoor recreation area. Class I Special Permit as Article 9, Section Section 917.2.1, to allow valet parking for residential and other uses. Class 1 Special Permit as per Article 9, Section 9253.8, to allow development/construction/rental signage. Class I Permit as per Article 9, Section 918.2, for parking and staging of construction during construction. Class 1 Permit as per Article 9, Section 920.1, to allow a construction trailer. Submitted into tho public record in corn- Hi n viitl, 1Wn -1204- on Walter Foeman • City Clerk 01- 515 o .j • • • Class I Peradt as per Article 9, Section 920.1.2, to allow a temporary sales ofliet trailer. Dalpadou as a phased development pursuant to Section 2502 of Ordinance No.11000 for Phase I and Phase M Request for the Mowing MUSP conditions to be required at time of ahell permit instead of at lssuance of foundation permits a. The requirement to provide a letter of assurance for the Solid Waste Department; and b. The requirement to record is the Public Records a Declaration of Covenants and Restrictions providing that the ownership, operation and maintenance of all common areas and facilities wilt be by the property owner or a mandatory property owner association; and c. The requirement to record in the Public Records a unity of title or covenant in lieu of unity of title. ePhee Date Ging Inspector A d into the public Submittc wilt teCDrd in con;1G-"�iY-Z t M Wow Foemen, CRY Cle^i 01- 515 0002363 • 0 OWNER'S LIST Oµner's Name 1 nnn Rri rhel l Ltd. , a Florida limited partnership c/o Gilberto Pastoriza %lail:ng Address 2665 S. Bayshore Drive, #420, Miami, FL Zip Code 331 33 Telephone dumber (305)854-0800 Legai Description: See attached legal descri pt i ons for Parcels 1 and 3('-xhibit "A") Owner's Name KV Brinkall Partners,Ltd. a Florida limited partnership c/o Gilberto Pastoriza Mailing Address _ 665 S. Bayshore Drive, #420, Miami, FL Zip Code 33133 Telephone Number Legal Description: See attached legal description for Parcel 2 ( Exhibit "A") Owner's Name Frannisco ToLviso c/o Gilberto Pastoriza Wailing Address 2665 S. Bayshore Drive, #420, Miami, FL Zip Code 33133 •Telephone Number Legal Description: (305)854-0800 See attached legal description for Parcel 4 (Exhibit "A" 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 See attached Exhibit "B" Street Address Street Address Legal Description Legal Description Legal Description Submitted Into thq public record.,in coarse ,J n with item ;1-27 -4 nn I let 01- 515 1 1allor lineman City Clerk EXHIBIT "A" .r LEGAL DESCRIPTION: The West tO feet of Lot 5, Lots 6 and 7. Block 86, CITY OF MIAMI SOUTH, ?»;' "adcordingr.toV'the p4ot:tbere6fos recorded in Plat Book 8 at . Page.. 41 of -the, w�e:°ti�r Ri61.tE,Records of 1111041i Ida County, Florida. - Parcel 2• _ V. , �. Lot '-8.Block.86, CITUTH Y OF MIAMI 50,•.according to the plat thereof as recorded =�'tn`Plat Book B ct Poge 41 of the,.Pub IIc Records of_Mlami-0ade County,. Florida.'. Parcel 3: Subr>nitted Into the public rew in c�nnnection with mm � : on 'amu Waiter Foeman qW City Clerk 01- 515 Lots 9 through 16 inclusive. Block 86, CITY OF MIAMI SOUTH, according to the plat thereof as recorded in Plot Book B at Page 41 of the Public Records of Miami-0ade County, Florida. LESS a portion of Lot 10 in said Block 86, being more particularly described as follows: Begin at the Northwest corner of said Lot 10: thence run North 87'45'10' East along the North line of said Lot 10 for a distance of 100.00 feet to a point of intersection with the East line of .the West 100 feet of said Lot 10; thence run South 02'16'08',Eost along the East- Iine of the West 100 feet of said Lot 10 for a distance of 2.15 feet to a point of intersection with the South line of the North 2.15 feet of said Lot 10; thence run South 87'45'10' West along the South line of the North 2.16 feet of said Lot 10 for a distance of 10.59 feet to a point of curvature of o circular curve to the left; thence run Southwesterly along the arc of soid circular curve to the left.having a radius of 123.67 feel through a central angle. .of 46'17'25', for an arc distance of 99.92 feet to a point of intersection with the West tine of said Lot 10; thence run North 02?16'08' West along sthe;Wes t,.line of,said Lot 10 for a distance of 40..36 feel "of ,&glnnk�i;... f �;;;;, ,.*�i-:-�+'3�::•. .. ...i.,rtoa:�erRd+ ParcelAW :.Lal i a81ock..;86.itclI�.OF.IYIAYI fMTH. according .to the plat thereof as recorded 4, in Plot Book B at Pae , of'the,Public Records of Miami-0ade County. -Florida. Subr>nitted Into the public rew in c�nnnection with mm � : on 'amu Waiter Foeman qW City Clerk 01- 515 I Exhibit "B" Propertles owned by 1000 WWI, Ltd., within 375 ft radius of Perimeter lines of KV Pam" J WXT s r. ^r an i. r 1� +�- to �, y r�,.,,✓.^�`,,,�x 2 r #�r' .,� � � , x ��k. f'y MAN�a,} ha w fit^ p w S e d n r y qq � 5 az g* -;F r r nt � f 1 T,10 feet of Lot 11, W 6 ff?6t of Lot 10, Block 74, $$ 94 S'W 10 St South City of Miami, Piot Book "B", Page 41 E 33.5 feet of W 95 feet of Lot 10 and of Lot 11, Block 74, 84 SW 10 St South City of Miami. Plat Book "B", Page 41 8 30 feet of Lot 10 and E 30 feet of N 10 feet of Lot 11, Block 74, 74 $W 10 St South City of Miami, Plat Book "B", Page 41 0 �Z�, q t Wlorida Real Estate Decisions, Inc. December 4, 2000 0 16375 N.B. 18th Avenue suite 300 111eRi, F1. 33162 (305)757-6884 3195 N. Powerline Rd. Suite 101 Pompano leech, F:. 33069 (954)761-9003 12765 W. Forest Hill Blvd Buite 1314 Wellington, Fl. 33414 (561)798-4423 City of Miami WWW.FA801F1 caw Hearing Boards Division Planning, Building and Zoning Division 444 SW 2nd Avenue, 7th Floor Miami, Florida 33130 Rel Property Owners List Within 375 feet oft StOn-Atted Into the public WW In .nu,:.Wn with CITY OF MIAMI SOUTH PB 8-411 �,_ on W 10 FT LOT 5 & LOTS 6 THRU 17 Walter Foeman BLK 86 City Clerk 44 SW 11 ST This is to certify that the attached ownership list, map and mailing labels are a complete and accurate representation of the real estate property and property owners within 375 feet of the subject property listed above. This reflects the most currdht records on file in the Miami -Dade County Tax Assessor's office. S i)nceVe4, i Ra)r N .. Hunt RNH/1v cc: Gilberto Pastoriza, Esq. WEISS SEROTA HELFMAN PASTORIZA & GUEDES, P.A. 2665 South Bayshore Drive, Suite 420 Miami, Florida 33133 *Number of Labels: 33 • 01-0100-000-0022 1181 BISCAYNE BLVD ALL THAT PORTION OF METRO RAIL LYG WITHIN THE BDRY OF THE CITY OF MIAMI 01-0100-000-0292 DOWNTOWN COMPONENT OF METRORKIL PEOPLE MOVER RIGHT OF WAY & RAIL LINE LOT SIZE 116439 SQ FT 01-0207-030-1010 1001 S MIAMI AVE CITY OF MIAMI SOUTH PB B-41 W84.14FT & S14FT OF LOT 1 LESS WSFT FOR ST & LOT 2 LESS W5FT BLK 73 LOT SIZE IRREGULAR 01-0207-030-1020 1015 S MIAMI AVE CITY OF MIAMI SOUTH PB B-41 LOT 3 BLK 73 LOT SIZE 50.000 X 138 01-0207-030-1030 1023 S MIAMI AVE CITY OF MIAMI SOUTH PB B-41 LOTS 4 TO 6 INC BLK 73 LOT SIZE 150.000 X 112 01-0207-040-1010 1000 S MIAMI AVE CITY OF MIAMI SOUTH PB B-41 N10OFT LOTS 1 TO 3 INC BLK 74 LOT SIZE IRREGULAR 01-0207-040-1020 1024 S MIAMI AVE CITY OF MIAMI SOUTH PS B-41 S50FT OF LOTS 1 THRU 3 & N50FT OF LOTS 23 & 24 & ALL OF LOTS 4 THRU 9 & 16 THRU 20 BLK 74 LJ DADE COUNTY GSA R/E MGMT - MDTA USER 111 NW 1 ST STE 2460 MIAMI FL 33128-1907 DADE COUNTY GSA R/E MGMT - MDTA USER 111 NW 1 ST STE 2460 MIAMI FL 33128-1907 BOSTON -BOCK LLC % NAOMI PLASINI 221 COLUMBUS AVE STE 800 BOSTON MA 02116 CARLOS A SAENZ JR TR P 0 BOX 14-3131 CORAL GABLES FL 33114 Submittod into fim public record In cont'roc.6tu with kern J z"6 on La Waiter FDeman CARLOS A SAENZ JR TR . -"-city Clerk 201 S BISCAYNE BLVD #2000 ---- MIAMI FL 33131 CITY OF MIAMI -DEPT OF P&D ASSET MANAGEMENT DIVISION 444 SW 2 AVE STE #325 MIAMI FL 33130-1910 BRICKELL GRAND INC 2601 S BAYSHORE DR MIAMI FL 33133 FLORIDA REAL ESTATE DECISIONS, INC. �immersn SUITE 1000 01- 515 1 • 01-0207-040-1081 1021 SW 1 AVE CITY OF MIAMI SOUTH PB B-41 LOT 12 BLK 74 LOT SIZE 7600 SQ FT 01-0207-040-1090 78 SW 10 ST CITY OF MIAMI SOUTH PB B-41 W26.5FT OF E56.5FT LOT 10 & W 26.5FT OF E56.5FT OF N10FT OF LOT 11 BLK 74 LOT SIZE 26.500 X 60 01-0207-040-1100 88 SW 10 ST ST CITY OF MIAMI SOUTH PB 8-41 W61.5FT OF LOT 10 & W61.5FT OF N10FT OF LOT 11 BLK 74 LOT SIZE 61.500 X 60 01-0207-040-1120 84 SW 10 ST CITY OF MIAMI SOUTH PB B-41 E33.5FT OF W95FT OF LOT 10 & E 33.5FT OF W95FT OF N10FT OF LOT 11 BLK 74 LOT SIZE 33.500 X 60 01-0207-040-1130 74 SW 10 ST CITY OF MIAMI SOUTH PB B-41 E30FT LOT 10 & E30FT OF N10 FT OF LOT 11 BLK 74 LOT SIZE 30.000 X 60 01-0207-040-1140 1015 SW 1 AVE CITY OF MIAMI SOUTH PB B-41 S40FT LOT 11 BLK 74 LOT SIZE 40.000 X 152 • SICAME INC 1925 BRICKELL AVE STE#D-206 MIAMI FL 33129 BRICKELL STATION ASSOC 59 SW 9 ST STE 1 MIAMI FL 33130-4198 1000 BRICKELL LTD 1000 BRICKELL AVE 12 FL MIAMI FL 33131-3013 1000 BRICKELL LTD 1000 BRICKELL AVE 12 FL MIAMI FL 33131-3013 Sub nitlod fine public reoord In `copmoctton with fi91'll on 4U. d%(. Waiter Foeman .city Clark 1000 BRICKELL LTD 1000 BRICKELL AVE 12TH FLOOR MIAMI FL 33131 BRICKELL STATION ASSOC 59 SW 9 ST STE 1 MIAMI FL 33130-4198 01-0207-040-1160 ELSA M URQUIZA 1029 SW 1 AVE 227 E RIVO ALTO DR CITY OF MIAMI SOUTH PB B-41 MIAMI BEACH FL 33139-1247 LOT 13 BLK 74 LOT SIZE 50.000 X 152 01- 515 FLORIDA REAL ESTATE DECISIONS, INC. 2 • • 01-0207-040-1170 75 SW 11 ST CITY OF MIAMI SOUTH PB B-41 E50FT LOTS 14-15 BLK 74 LOT SIZE 50.000 X 100 01-0207-040-1180 87 SW 11 ST CITY OF MIAMI SOUTH PB B-41 ESOFT OF W10OFT LOTS 14 & 15 BLK 74 LOT SIZE 50.000 X 100 01-0207-040-1190 1099 SW 1 AVE CITY OF MIAMI SOUTH PB 8-41 WSOFT LOTS 14 & 15 BLK 74 LOT SIZE 50 X 100 01-0207-040-1240 27 SW 11 ST CITY OF MIAMI SOUTH PB B-41 LOT 21 BLK 74 LOT SIZE 50.000 X 150 01-0207-040-1250 21 SW 11 ST CITY OF MIAMI SOUTH PB B-41 LOT 22 BLK 74 LOT SIZE 50.000 X 150 01-0207-040-1270 1044 S MIAMI AVE CITY OF MIAMI SOUTH PB B-41 S50FT LOTS 23 & 24 BLK 74 LOT SIZE 50.000 X 100 RAI PROPESES LTD 1000 BRICKELL AVE 41200 MIAMI FL 33131-3014 ISMAEL BURMUDSZ &W ANA J 87 SW 11 ST MIAMI FLA 33130-4104 PAIGE LATTERNER 13 SW 7 ST MIAMI FL 33130-3009 VINCENTE CARVAJAL B FERNANDEZ 610 MARQUESA DR CORAL GABLES FL 33156-2342 ELEVENTH STREET HOLDING CORP 1040 S MIAMI AVE MIAMI FL 33130-4109 MIAMI AVENUE HOLDING COMPANY 1040 S MIAMI AVE MIAMI FL 33130-4109 01-0207-040-1280 THEODORE L ROUX &W BETTY 1036 S MIAMI AVE 116 GIRALDA AVE CITY OF MIAMI SOUTH PB B-41 CORAL GABLES FL 33134-5209 S50FT OF N10OFT LOTS 23 & 24 Subrtittac; public BLK 74 NW om1s+37,2Wa LOT SIZE 50.000 X 100 Walter f=oeman City Clerk FLORIDA REAL ESTATE DECISIONS, INC. 01- 515 3 0 01-0207-050-1010 1090 SW 1 AVE CITY OF MIAMI SOUTH PB B-41 LOT 1 & S50FT LOTS 4-5-6 & N30FT LOTS 16 & 17 & N30FT OF 840FT OF LOT 15 & ALL LOT 20 EXCEPT W40FT OF S20FT & E110FT OF LOTS 18-19 BLK 75 LOT SIZE IRREGULAR 01-0207-050-1012 102 SW 10 ST CITY OF MIAMI SOUTH PB B-41 E60FT OF LOTS 2 & 3 BLK 75 LOT SIZE 60.000 X 100 01-0207-050-1090 125 SW 11 ST CITY OF MIAMI SOUTH PS B-41 S120FT OF E30FT LOT 16 & S120FT OF W30FT LOT 17 BLK 75 LOT SIZE 60.000 X 120 01-0207-050-1100 115 SW 11 ST CITY OF MIAMI SOUTH PB B-41 S120FT OF E20FT LOT 17 & W40FT LOTS 18 & 19 & W40FT OF S20FT OF LOT 20 BLK 75 LOT SIZE 60.000 X 120 01-0208-050-1010 140 SW 11 ST CITY OF MIAMI SOUTH PB B-41 LOTS 1-2-3-4-5-17-18-19 & 20 BLK 85 LOT SIZE IRREGULAR r1 t.J LMT INVESTMENTS INC I MARIA E TEJIDOR 165 E SUNRISE AVE CORAL GABLES FL 33133-7011 BRICXELL OARS 59 SW 9 ST #5 MIAMI FL 33130-4135 ENRIQUE & RICARDO LIZARAZU ET AL 115 SW 11 ST MIAMI FLA 33130-4024 ENRIQUE & RICARDO LIZARAZU ET AL % EDUARDO LIZARAZU 9031 SW 143 AVE MIAMI FL 33186-7821 CITY OF MIAMI -DEPT OF P&D ASSET MANAGEMENT DIVISION 444 SW 2 AVE STE #325 MIAMI FL 33130-1910 01-0208-050-1022 D BLUMENTHAL & CHAD CANTRELL TRS 145 SW 12 ST % BLUMENTHAL PROPERTIES CITY OF MIAMI SOUTH PB B-41 PO BOX 450247 LOT 16 BLK 85 COCONUT GROVE FL 33145 LOT SIZE 50.000 X 150 Submitted Into tha publIc r8c*rg In COrtnc 0lon with Item on Wdltnr Fboman l city Cater FLORIDA REAL ESTATE DECISIONS, INC. 01— 515 4 • • GROW • 01-0208-060-1010 1100 S MIAMI AVE CITY OF MIAMI SOUTH PB B-41 LOTS 1 & 2 BLK 86 LOT SIZE 150.000 X 100 01-0208-060-1040 20 SW 11 ST CITY OF MIAMI SOUTH PB B-41 LOT 3 BLK 86 LOT SIZE 50.000 X 150 01-0208-060-1050 28 SW 11 ST CITY OF MIAMI SO PB B-41 LOT 4 BLK 86 LOT SIZE 50 X 150 01-0208-060-1060 34 SW 11 ST CITY OF MIAMI SOUTH PS B-41 LOT 5 LESS W10FT BLK 86 LOT SIZE 40.000 X 150 01-0208-060-1180 49 SW 12 ST CITY OF MIAMI SOUTH PB B-41 LOT 18 BLK 86 LOT SIZE 50.000 X 150 01-0208-060-1190 45 SW 12 ST CITY OF MIAMI SOUTH PB B-41 LOT 19 BLK 86 LOT SIZE 50.000 X 150 01-0208-060-1200 37 SW 12 ST CITY OF MIAMI SOUTH PB B-41 LOT 20 BLK 86 LOT SIZE 50.000 X 150 • CARLOS A SASNE JR TR P 0 BOX 14-3131 CORAL GABLES FL 33114 CARLOS A SAENZ JR TR P 0 BOX 14-3131 CORAL GABLES FL 33114 LOS ARCOS DE BRICKELL CORP PO BOX 14-3131 CORAL GABLES FL 33114 LOS ARCOS DE BRICKELL CORP P 0 BOX 14-3131 CORAL GABLES FL 33114 UCB PROPERTY CORP 1150 S MIAMI AVE MIAMI FL 33130-411 UCB PROPERTY CORP 1150 S MIAMI AVE MIAMI FL 33130-411 UCB PROPERTY CORP 1150 S MAIXI AVE MIAMI FL 33130 SubmittOCA into the pubAC reco.,in �COr'nn With t - 00 L/ k iters 00 F'0eman City Clerk FLORIDA REAL ESTATE DECISIONS, INC. 01- 5155 01-0208-060-1230 • 1150 S MIAMI AVE CITY OF MIAMI SOUTH PB B-41 LOTS 21 THRU 24 BLK 86 LOT SIZE 30000 SO FT 01-0208-070-1010 1101 S MIAMI AVE CITY OF MIAMI SOUTH N80FT LESS W5FT LOT SIZE 4983 SO FT UCB PROPERTY CORP 1150 S MIAMI AVE MIAMI FL 33130-411 PERSOL BRICKELL LLP % JAY H SOLOWSKY PS B-41 150 W FLAGLER ST STE 2000 BLR 87 MIAMI FL 33130-1557 01-0208-070-1020 1121 S MIAMI AVE CITY OF MIAMI SOUTH PB 8-41 ALL LESS N80FT & LESS WSFT FOR LOT SIZE 5312 SO FT PERSOL BRICKELL LLP % JAY H SOLOWSKY 150 W FLAGLER ST STE 2000 MIAMI FL 33130-1557 01-0208-090-1010 ALAMAGAN CORP 1200 S MIAMI AVE 520 BRICKELL KEY DR 0-305 CITY OF MIAMI SOUTH MIAMI FL 33131-2619 PB B-41 N10OFT OF LOTS 1 & 2 BLK 89 LOT SIZE 10000 SO FT 01-0208-090-1020 ALAMAGAN CORP 30 SW 12 ST 520 BRICKELL KEY DR 0-305 CITY OF MIAMI SOUTH MIAMI FL 33131-2619 - PB B-41 S50FT OF LOTS 1 & 2 & LOTS 3 THRU 9 & LOTS 21 THRU 23 LESS S10FT OF LOTS 21 THRU 23 BLK 89 LOT SIZE 80882 SO FT 5Ut)mItted into the pubile record in connoctian with item on =i. 42= i A I 01-0208-090-1120 B P I DADE COUNTY Wolter 1--oeman 45 SW 13 ST 1410 NE 2 AVE Giiy Clerk CITY OF MIAMI SOUTH PB B-41 MIAMI FLA 33132-1308 LOTS 10 TO 20 INC BLK 89 LOT SIZE IRREGULAR 01-0209-000-1010 JOSE MILTON TR 101 SW 13 ST 3211 PONCE DE LEON BLVD #301 CITY OF MIAMI SOUTH PB B-41 CORAL GABLES FL 33134-7274 E100FT OF LOTS 1-2 & 3 & E100FT OF LOTS 18-19 & 20 LESS S10FT LOT 18 & LESS FEC R/W BLK 90 LOT SIZE IRREGULAR FLORIDA REAL ESTATE DECISIONS, INC. 6 01- 515 r 1 U 01-0209-000-1020 170 SW 12 ST CITY OF MIAMI SOUTH PB B-41 W50FT LOTS 1-2-3 INC & ALL LOTS 4 THRU 9 INC & LOT 10 LESS W101PT BLK 90 LOT SIZE 390.000 X 150 01-0209-000-1040 131 SW 13 ST CITY OF MIAMI SOUTH PB B-41 LOT 17 LESS S10FT FOR ST BLK 90 LOT SIZE 50.000 X 140 01-0209-000-1050 121 SW 13 ST CITY OF MIAMI SOUTH PB B-41 W50FT LOTS 18-19-20 LESS S10FT OF LOT 18 BLK 90 LOT SIZE 50.000 X 140 • 01-0209-000-1070 6.05 AC CITY OF MIAMI SOUTH PB B-41 100FT FEC R/W THRU SEC 38-54-41 01-0209-090-1300 1200 BRICKELL AVE MARY BRICKELLS ADDN PB B-113 THAT PART OF S150FT OF LOT 6 LYG HLY OF SE 13 ST EXTD LESS ELY10FT & S20OFT OF N60OFT OF LOT 6 LESS ELY10FT FOR R/W BLK LOT SIZE 89570 SO FT 01-0209-090-1320 1100 BRICKELL AVE MARY BRICKELLS ADD PB B-113 S20OFT OF N40OFT LOT 6 LESS PORT LYG IN R/W BLK 100 LOT SIZE 70356 SQ FT is • HENNING/TRION BRICKELL VILLAGE % KENNETH T BARBER 5310 NW 33 AVE 219 FORT LAUDERDALE FL 33309 HENNING/TRION BRICKELL VILLAGE 5310 NW 33 AVE STE 219 FT LAUDERDALE FL 33309 HENNING/TRION BRICKELL VILLAGE 5310 NW 33 AVE STE 219 FT LAUDERDALE FL 33309 F E C RY COMPT 1 MALAGA ST ST AUGUSTINE FL 32084 IBEX 1200 BRICKELL ASSOCIATES 2333 PONCE DE LEON BLVD 4650 CORAL GABLES FL 33134-5418 iubnO tbd i;ito thcfi publlC r0c0r In conn; c;ton with Item -G ai Walter Foernan Gily Cled( 1110 BRICKELL INVESTORS LLC 444 BRICKELL AVE STE 1001 MIAMI FL 33131-2407 01- 515 7 FLORIDA REAL ESTATE DECISIONS, INC. ilnflum! 0 1�1 n r j � r— _ _ � � --r I 1 � - ! • A � INTER CA (111-9E �{, • f 9/M 13,0r* PARK/` tas Subject's - - �(-a r ►� PR J • F _7 Jry' 43 ti .•i .. 7 /471/ .S.r` 1 � F,. ,3` yy�!L/�j �� 9� �2 N, =ham + � •--- •• � / �� , lrfi,�17 PL47A y C -�� ,., (146-99) �f &RIC, CL, sNIP5d1' PAgK NO '254," "4 Aj Sum. 101.0 01e puhllC rocore�i)"j cofinection with item - on . i_LatLL- V4a,,j(,.r FuumarI .� city Clerk 41- 515 0 1000 DRICKELL LTO 1000 BRICRZI.L AVE 12 FL 0IAMI FL 33131-3013 6 P I DADS COLIN" 161(• NE 2 AVE M CAMI FLA 33132-1308 BRICIMLL OARS 59 SW 9 NT Y5 MIAMI FL 33130-4135 CARLOS A BARNS JR TR 201 8 BISCAYN2 BLVD 12000 MIAMI FL 33131 DADE COUNTY WA A/8 HOC - MDTA OBER 111 NW 1 8T STE 2460 161, 141 FL 33128-1907 ENRIQUS i RICARDO LIZARAEU ST AL % LDUARDO LIZARAEU 9031 8W 143 AVE MIAMI FL 33186-7821 HENNINO/TRION BRICKELL VILLAGE f lOi STH T HAMMER 5310 NW 33 AVR 219 FORT LAUDLKDALS FL 33309 ISNAEL HURMIDU 6M ANA J 97 SW 11 811 MIAMI FLA 33130-4104 LMT INVBSTMSNTB INC 1 MARIA E TAnDOR 265 F 8'J10II8E AVE CORAL QARLRS FL 33133-7011 40FAIUS IATTERMRR 13 SW7ST MIAMI FL 33130-3009 40 1110 B11C1 L.L 10142011022 LLC 116 NNIC101LL AVN m 1001 MIAMI FL 33131-2107 SOSTOO-BCCA LLC NAOMI PLABINI 221 COMMON AVI STE 800 BOSTON MA 02116 SRIcx= STATION ANA= 59 NW 9 ST STE 1 MIAMI FL 33130-4198 CITY OF MIAMI -DEPT OF PID ASSET MANAORMW DIVISION 644 SW 2 AVE STE 4325 MIAMI FL 33130-1910 ELIVENTR STREET BOLDING COAD 1040 S 141AMI AV8 MIAMI FL 33130-4109 UNIQUE 6 RICARDO LIZARAEU IT AL 115 8W 11 811 MI11M1 FLA 33130-4024 NENMINB/TRION RRICKILL VILIAGN $310 NW 33 AVN 811E 219 FT UWDEADALC PL 33309 JOSE MILTON TR 3211 PONCE 0E LON BLVD 0301 CORAL DABLES FL 33134-7274 ALAMGAN CORP 520 BRICKELL KEY DR 0-305 mim PL 33171-2616 MUCEELL ARANO INC 2601 S BAYSRONE OR BUTTE 1000 MIAMI FL 33133 CARLOS A BARN& JR TR P O BOR 14-3131 CORAL GABLE n 33114 O BLUNONTHAL 6 CUD CANTRELL TRB • BLUMENTHAL PROPERTIES PO BOE 450247 COCONUT ORWI PL 33145 ELBA N UNQUIZA 227 E RIVO ALTO DR MIAMI B2ACH FL 33139-1247 F9CRY COLT 1 MALAGA ST ST AO/R28TINE FL 32084 IBES 1200 MUCK&U. "DOCIAMN 2333 PONCE DS I" BLVD 6650 CONAL GABLES FL 33134-3418 RAI PROPERTIES LTD 1000 BRICEELL AVE 61200 MIAMI FL 33131-3014 LOS AR0.1S DE BRICKELL COMP MIAN1 AVENUE HOLDING COMPANY PO 801% 14-3231j.,� 1040 8 MIAMI AVE coRwv !/b'HdW into the public MIAMI n 33130-6106 reco In connection with Item 131_ on ,-CUblu. PRANCE PMICRSI.L LLP Walter Foemnn S10ANR INC JAY R 90LONKY city clolk 1925 BRICKELL AVE NUID-206 150 W FLAOLEA ST STE 2000 MIAMI FL 33129 MIAMI FL 33130-1557 01- 515 0 CJ • Submitted Into the publiC recorA,, In connection with hent ''&_ on &- , Walter Foeman City Cleric RESIDEMIAI. PHASE 1: AREA 1 FAR Lt18 NEA SSVTAL *L OMA.90 I au zo IFSp4LFIE M 24 9 22 W&AANM I1 0 0 FOR"x RWf Im 421.161 tESCBRNLW RF 1 t 101ALNxlO0i9•P 'OPAL 4=J5F. RESIDIM 4 PMSE 2: AREA ! FAR. ti�k7. MFA ��OTN Qua 1 2472 LIR %WA LM M 2.4 71 2S9 Ammm 9 0 0 4mu"m m *8 IUX AA46t iHcaFIiILROOF RF 0 0 TOTAlNaFL0010+ T- FAL 4XINIF. NWESBRO W.: AREA! fAR Lm NEA StIilOUt am= I 1/1!10 tT,S® MrALNLR.001d+1 TOTAL VAU. SPRICKEL-L. STATION ml>Wp u5am -MVM0PWlffiNT SITE DATA d DEVELOPMENT PROGRAM L s7a MT LOi AREA : 9Af 11 SF COSI L0f AFFA:14/1f0 SF OMCLAWAVAn0t9V FBMMK:t 141X, FLOOR NEA RAW: I VIAL tlFfSbdllhl. i ROIf �1111L Q� tet t1 adq WICIK' i00rPRffF 14AOSF A EXI11Cla/Cl7YLYWAI) qmrs NIp00R JO 90r4rTO19,C FOR QO TO mW NO tl41,g0,W'.WVV•WVV aattll2caNFwAr Fxtaotao►etltiE►a0 (a1L aF 1Dt oe+ttl oR FMIt lI41') at �'0'X001°EN9°ULfAE�OE7l9Y1S(R/YC7vYY0/ Nm4favowNt Ct11m I?Jv __W- • 7320. WW NAL mm !1010 10 10rKIR.OI'tlf,D•MIOtIf tore FRGrarlr►IlmsF. NaLNL0 AWASWW/AM RESOEMML: FIM I • SF NEW I (bmd m FAR 6) NONA NDENIML Comead• TS t 1 SSC (bmWm FAR 11 ZSI44 SF Ir.S10SF TOTAL FAR V WM AF SZ120 SF v. RF,&MMAL nW*gPWASE Q AAORAREA(FARt AR31SSF / OF UNn4 is Lm Sd FLOOFM' 9ADOR0 NFJGIIF AT Poor,• PTIV PARAFErfE]DR' Z90S yr RFSOBIIMI MWER P+IM21 F10ORAREA(FARt M1253F /OF UNtIS•. iso UMI! Pd FLOORS: 9 FLOORS NEI" Af IOOF'• 970 PARAK-HEKN0: SMS W. PANPPG GAVAGE StMY4M REOU.-ROP05FD RFSOt OUL PIM is Z ltty m=W f 7 W,0011WE (Iisv�/.0 TLq -718 ate 11CX a .Z% d Md+1I NC mtd C,TtMOY.M1.F11rAtl: I*=IIA00SF IYAISSRIMSF YLr..err u,o.w1 A0 4~ Ira Flat 1 RAda RESOfNIMI P.Ar4 t 2 ilpmmoAn4 T w" d am" 17141pt100690 TOM •110 ICAp -?% dam •b NC Rtt MZL LOADO G PIP FK40 RESOFMtAL PAm t: (4)1E" IZ X 3T (411ERIN IZ X W fr Wvmkd*q #wW=Iw 4Y+t Ailtm= F w/d4am5F 08==V RFA001ftRMX (4)MMIZXW (4)NitMIZXN trwmkmq Ixgm6WI*4 Asdt10A001P wdaa luv Ab SAM IF L4MM 1PE N 077, AtLLN00Yt4ARFAi%1L�/IROAt®NTM l ANAI,IOIMICII�AnanrrFAlll01im1O V i ,. 515 ARI, UD~ ASO 83MWO MAIN A RAN T23t M • • • ffim� BiRICKELL STATION MIXED U TABLE OF CONT ARTICLE 1. Project Information A. introduction B. Application for a Major Use Special Pet C. Disclosure of Ownership D. Ownership Affidavit E. Directory of Project Principals F. City of Miami Zoning Atlas Map - Page G. City of Miami Future Land Use Map H. Aerial and Location Map 1. Ownership List J. Project Data Sheet and Summary ARTICLE Il. Project Description A. Zoning Ordinance no. 11000 1. Section 1304.2.1 2. Section 1702.2.1 3. Section 1702.2.2 Application Forms; Supplementary Materials General Report Major Use Special Permit Concept Plan 4. Section 1702.2.3 Development Impact Study SubMitted Into the public record In conn"n with Rom 2? --6 on Walter Foeman City Clerk 01— 515 ARMCLE Ii Supporting Documeap J 3 f 3 F ��. -Tab l Survey Tab 3 Site Plan ya Tab 3 .Traffk Impact Anal ys ext Tab 4 Site Utility Scud y D� Tab 5 Economic Impact Study M � Tib 6 Minority Construction Employnunt Plaa}' -Tab 7 Architectural and Landscape DrawinSs i MN 00 �fu m (�/� 7 �, 1 ,§�'�-' � tsx, v�l > e ) •Tn '"„r '� T'�4�'+r ��'�'k�"3,FY.t�� i'4t 4 �d'�� i'F4 tHt3t'ljfi w �� '� e � � ''� t � vrr t}• sr � sh' *,'t '� r KY x ��. a. xcy..F � 't-, � p ' z � 41 `� ,�; +• s•. � F'+s3 t� � kf +�+r�y 4x a, ka „=i 4 x p 4 % � 'i'., `''�;�., � z'*e +a+ � � st � a -{ sgY mt a,'"t Kiri '-�°�3'q, �.ac dr' t '�. �y''3-,- i �' r: � :F � �?�,na�c -�*,. " 6x, s a r �*� �i "Ft �eF� +t r k, ��w` $i rn��F t �• ,+ r � A' �at''w`.""C� Lyu `rr J d. 11 n x. rrd..'01"d In /it►to the pv0110 "r+&on �r 7 Walter Foeman x a 3 r,, s• r City Clerk M Introduction _ 7y ' .�aJ�pt x+•c. �zrs iA ;r.a .t ®d' Application for a Major Uio :I r ii ?C: Disclosure of Ownership ,gx �D, Ownership Affidavit l3. Directory of Project Principals .. City of Miami Zoning Atlas Map - Page 37 QV City of Miami Future Land Use Map ' t fwa,� t �`� +a•�+. H. Aerial and Location Maps } ,f Ownership List qr*;d - �Krbs 1 Project Data Sheet and Summary S ��r ft /.� qubllo �q !9 n with ti r q Walter Foeman City } CIO* ,: 01- BIB Y �C 44 PROJECT INFORMATION 4 Y ffi k Introduction _ 7y ' .�aJ�pt x+•c. �zrs iA ;r.a .t ®d' Application for a Major Uio :I r ii ?C: Disclosure of Ownership ,gx �D, Ownership Affidavit l3. Directory of Project Principals .. City of Miami Zoning Atlas Map - Page 37 QV City of Miami Future Land Use Map ' t fwa,� t �`� +a•�+. H. Aerial and Location Maps } ,f Ownership List qr*;d - �Krbs 1 Project Data Sheet and Summary S ��r ft /.� qubllo �q !9 n with ti r q Walter Foeman City } CIO* ,: 01- BIB BRICKELL STATION MIXED USE DEVELOPMENT INTRODUCTION The proposed development is located on the east side of SW lst Avenue between SW I lth and 12th Streets (the "Property"). The development is immediately across the street from the Brickell Metromover and Peoplemover Station. The Property is designated Commercial in the City's Future Land Use Map and is zoned SD -7 (Central Brickell Rapid Transit Commercial Residential District). The Applicant intends to develop the Property in two phases as follows: 1. Phase I consists of a 359 unit multi -family residential building with an associated 736 parking spaces structure and ground level retail. The building is 37 floors in height of which 28 floors are residential, 7 floors of parking, 1 floor of building amenities and 1 floor of retail. 2. Phase 11 consists of a 359 unit multi -family residential building with an associated 610 parking spaces structure and ground level retail. The building is 37 floors in height of which 28 floors are residential, 7 floors of parking, 1 floor of amenities and l floor of retail. The proposed development is consistent with the Miami Comprehensive Neighborhood Plan and the SD -7 zoning classification. Specifically, the proposed development is consistent with Ute Intent language of Section 607.1 of the City's Zoning Ordinance No. 11000 (the "Section") which provides "...it is intended that high-intensity mixed-use development of residential, office, and retail and service uses be encouraged that will provide innovative design of residential spaces, including the concept of residential uses on upper levels over ground floor retail and service uses, retail, service, cultural and entertainment uses at ground level oriented towards intensive pedestrian usage; a modified downtown environment with minimal yards, a high percentage of lot coverage, highly usable pedestrian open spaces at ground level, and maximum interrelationship of ground floor uses and exterior public open space." The proposed development is high-intensity mixed-use development with ground level retail along all frontages in the residential buildings. Specifically, the entire frontage along SW 1st Avenue across from the Metromover/Peoplemover station is pedestrian friendly without any driveway interruptions. The ground level retail spaces have been designed to provide the greatest interrelationship of the retail use with the exterior public spaces. Submitted Into they public WOW In ccs in0ctlon with item /h G _ on. 42tt,/ter 01— 515 Walfor Foemrn C Q"$ AM The proposed development is consistent with the City's intention that "rooftops as soon from upper level areas shall present an attractive appearance." The recreation areas for both residential buildings occur at level 9. These areas are extensively landscaped and provide amenities such as pools, bars and jacuzzis. The design of the various buildings contain many architectural highlights such as the treatment of the parking structures to blend in with the rest of the building and the curvilinear facade of the structure as it follows the Peoplemover along the intersection of SW l ith Street and 1st Avenue. The proposed development will also have a significant positive economic impact on the City of Miami and further promotes the City's vision for this area. 01- 515 CITY OF MIAMI PLANNING DEPARTMENT APPLICATION FOR MAJOR USE SPECIAL PERMIT ;T 15 INTENDED THAT MAJOR USE SPECIAL PERMITS BE REQUIRED WHERE SPECIFIED USES ANWOR OCCUPANCIES tN'VOLVE MATTERS DEEMED TO BE OF Cn YWIDF OR AREA -WIDE IMPORTANCE. THE CrFY COMMISSION SHALL BE SOLELY RESPONSIBLE FOR DFTERMINAT.ONS ON APPLICATIONS FOR MMOR USE SPECIAL PFR.MtTS. (SEE .+R77CLE 17 OF ORDINAhCL 1 !DOO. AS AMLNDED TY£ ZOA'J,','C ORDINANCE OF THE CIJYOF MJAW FLORJDA.1 TELT CTY COMMISSION SHALL REFER ALL APPL:CATIONS FOX MAJOR USE SPECIAL PERMIT'S TO THE PLANNING ADVISORY BOARD AND 'O THE DIRECTOR OF THT PLAt.'NNG DEPARTMENT FOR R£COMMENOA" IONS, AND MAY MAKE REFERRALS TO AGE�,LIES. BODIES. OR OFTICF.RS, EM ER THROUGH THF. PLANNING DEPARTMENT OR DIRECTLY. FOR RENEW, ANALYSIS AND/OR TECHNICAL FNDINGS AND DE RYIINATIONS AND REPORTS THEREON (SEF. SECP.Ov 1307 J OF ORD/Nd NCE 11D00 AS AMENDED THE ZONING ORD1Ai4xCE OF THE CM OF WM,W. FLORIDA) SEC r�)N 2.653 OF THE CODE OF THF CITY OF !.4W41. FLORIDA, AS AMENDED. GENERALLY REQUIRES ANY PERSON W'HO RFCEtv=_S CO'rPENSATION, REM WERATION OR EXPFNSES FOR CONIDUCTNNG LOBBYING ACTTVMES TO REGISTER AS A LOBBYIST WITH T'ri'o CiTY C! FR_K PRIOR TO ET(GAGING NV LOBBYING ACTIvIT!ES BEFORE CITY STAFF, BOARDS. COMMITTEES AND THE CITY COMMISSION. A COPS" OF SAJJr ORDINANCE 15 AVAILABLE IN THE OFFICE OF THF C17Y CLERJ: ,'MIA.W CITY HALL), LOCATED AT 3500 PAN AMERICAN DRIVE, NUANC. FLORIDA. 33133. VOTE: THIS APPLICATION MUST BE TYPEW*RJTTENAND SIGNED Is 8L4 CK INK on behalf of ',000 Brickell Ltd., KV Brickell Partne /Ltd., and Francisco Torviso hereby apply to the Director of the Planning Department of the Cary of Miami for approval of a Mayor Use Special Permit under the provisions of Article 17 of the City of Miami Zoning Ordinance. Property Address: East of Sw 1st Avenue between lith Street and 12th Street (see Exhibit "A-1") Nawreofproposedtrse (be specifiic)a A ml.xed use phased development consisting of a 359 unit high rise residential building with ground level retail (phase I) and ,a IS9_unit high ring ra iAnnti,-_t building with ground 1Myel retail -( Phase I i -- APPLICATION MATERIALS I attach the following in support and explanation of the application: Q 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). SUfsrnitce.yd irtio tt*a public record in connouiiiull With Rain tDZ dg_ on 01— 515 Walter Foematl City (;fork .uuwes. e� APPLICATION MATERIALS (continued) 1 attach the following in support and explanation of the application: Q; 3. Certified list of owners of real estate within sa 375 -foot radius from the outside boundaries of property (attach farm 6-93 to application). Qt 4. Maps of the: a) Existing zoning designation. b) Adopted comprehensive plan designation for areas on and around the property. Cat 5 General location map showing relation to the site or activity to mayor streets, schools, existing utilities. shopping areas, important physical features in and adjoining the protect, and the like. a 6 Concept Plan a) Site plan and relevant :nformation per Section 1304.: id -h b) Relationships to surrounding existing and proposed ftlrures uses and activities, -systems and fonhnes, per Section l 702.3.2a. c} Hod -concept affects exiving zoning and adopted comprehensive pian pnneipies and designations; tabulation of any required variances. special permits, changes cf zoning or exemptions, per Section 1702.3.2b a 7 Developmental Impact Study (an application for development approval for a Development of Regional Impact may substitute). 0 _'i g. Other (be specific): seeking the a provals outlined i.n Ex ibi.t "A" and- a reservation ot: rrar7ira from AP Dawntown Development Qf Reaional Impact as follows: '718 residential units; 17�5tp 1q. Jt. retail. CR 9. Fee oTS-* ter the Ma or Use pecia Permit, based on current tee scheditle as set forth in Chapter 62 of the Code of the City of Miami, as amended. **retail . 0 10. Additional tee of S for any required special permits, changes of zoning or variances set forth in chapter 62 of the Coae of the City of Miami, as amended. _ Total Fee: S W,000 ,KW Signature 1,150 ,sdvt> sur Ebe _ 231 r&;1 Idatiae Flee Name GilbErw Pasbim= W' 381 Address Wast$ Santa lialitren Flar''tm za & Qaacies' PA 33133 Phone/Fa.ctQ�. Date 212101 FINAL APPROVAL OF THIS APPLICATION FOR MAJOR USE SPECIAL PERMIT SHALL CONSIST OF AN EXECUTED RESOLUTION BY THE 18 MIAMI CITY COMMISSION AND A DEVELOPMENT ORDER ATTACHED THERETO WHICH SPECIFIES THE CONDITIONS UNDER WHICH THIS MAJOR USE SPECIAL PERMIT APPLICATION 1S APPROVED; IF APPROVED BY THE CRY COMMISSION, SAJD RESOLUTION ANO DEVELOPMENT ORDER SHALL, UPON EXECUTION THEREOF, BE TRANSMITTED TO THE OWNER OR AUTHORIZED AGENT AT THE ADDRESS SPECIFIED ABOVE. Submitted Into the publIC itcmn _k on =ulal VV,lttst- Foc man —Or 01-- 515 • EXHIBIT "A" • BRiCKELL STATION SD-7/CENTRAL DRICKELL RAPID TRANSIT COMMERCIAL - RESIDENTIAL DISTRICT Per City Code, Chapter 36. Construction Equipment Request for waiver of noise ordinance while under construction for building shell. Per City code, Chapter 23-5a, Request for a Certificate of Appropriateness for around disturbing activity in an Archeological Conservation Area. MUSP, as per Article 17 for development of 520 residential units. MUSP, as per Article 17, for a parking structure of 1471 parking spaces. Class It Special Permit as per Article 6, Section 606.3.1, for development of new construction within a Special Distreit. Class U Special Permit as per Article 6, Section 607.3.1, for temporary construction fence and covered walkway. Class 11 Special Permit as per Article 9, Section 908.2, for access from a public street roadway width greater than 25 feet. Class 11 Special Permit to request a waiver of City of Miami Parking Guides and Standards for Periphery Landscape. Class I Special Permit as per Article 9, Section 915J, for FAA clearance letter. Class I Special Permit as per Article 9, Section 906.6, for pool/outdoor recreation area. Claes I Special Permit as Article 9, Section Section 917.2.1, to allow valet parking for residential and other uses. Class I Special Permit as per Article 9, Section 925.3.6, to allow development/construction/rearal signage. Class I Permit as per Article 9, Section 918.2, for parking and staging of construction during construction. Class I Permit as per Article 9, Section 920.1, to allow a construction trailer. Submitted Into the public record In connection with Item on E N Wafter Foeman City Clerk 1101OW-1 01- 515 • • • Class 1 Permit as per Article 9, Section 920.1.2, to allow a temporary sales office trailer. Desitlaation as a phased development pursuant to Section 2502 of Ordinance No. 11000 for Phase I and Phase M Request for the following MUSP conditions to be required at time of shelf permit instead of at issuance of foundation permits a. The requirement to provide a letter of assurance for the Solid Waste Department and b. The requirement to record in the Publle Reeords a Declaration of Covenants and Restrictions providing that the ownership, operation and maintenance of all common areas and facilities will be by the property owner or a mandatory property owner association; and c. The requirement to record in the Public Records a unity of title or covenant in lieu of unity of title. . Sub*KAd Into the public record elction with on iD9rn ! Walt®r FOeMM City Clerk, 01- 515 • x a t "A.1 ,, ✓ t; t r,a� g Y 601io Nttmbef :r� �a`;t 1111 S.W.lst AvetWe 01 0208-060-1110 RM 92S.W.S.W. 11th Street 01-0208-060-1130X 1115 S.W. I st Avenue 01-0208-060-1120 8b S.W. 1 Ith Street t� �1-(-0208-060-1140 a 4 Li f r y�iCS�.�YJt� 79 S.W. 12th Street - 01-0208.060-1150�krt}r pp 67 S.W. 12th Street 01-0208-060-1160 " �� r ' y `rrt 59 S.W. 12th Street01-0208-060-1170 . ria 52 S.W. 11 th Street -0208-060-1080Ql w. orb r y 44 S.W. 1 lth Street No 01-0208-060-10704 60 S.W. 11th Street 01-0208-W-1090 A L NFrh 53S' 4 2 N 68 S.W. 11th Street a ' ` 014084)60-1100 �a t gid, —61 1115 S.W. 1st Avenue� 9 r{ J 01-04044/647-1 1F4``A" 4V^�r'{rE tf 46'd M vxt,*} .H f; � s;'a' �t s a �, iX mtrav((` s� ,r �. �.i. .t"r `zr+t aubowd - into puV11V MWrd �1n� aon 001on with .ar �9lI1w.. 011 W&Mr FO WMSA City C49* 01— �ii5 • 0 DISCLOSURE OF OWPIERSWO 1. Legal description and meet address of subject real property: See attached Exhibit "A" 2. Owner(s) of subject real property and percenmge 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 macer 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. Parcels 1 and 3 are owned by 1000 Brickell Ltd., a Florida limited partnership. Its ownership disclosure is attached as Exhibit "a". Parcel 2 is owned by KV Brickell Partners, Ltd., a Florida limited partnership. Its ownership disclosure is attached as Exhibit "C."* 3. Legal description and street address of any real property (a) owned by any parry listed in answer to question -2, and (b) located within 375 feet of the subject real property. See attached Exhibit "D" STATE OF FLORIDA COUNTY OF DADE The fmgo};,gQgg intrsument wad a kno ledged befom me this day of 6, who I asonatty known to me dr who has produced as identification and"bio did (did not) take an cath. Name: OFFMALNICYN SOMODEVI" Notary Public•S srArsoRRAMA Commission No.: COWMOKON No. CCU= My Commission *Parcel 4 is owned by Francisco Torviso. KV Brickell Partners, Ltd. is the contract purchaser of Parcels 1, 3 and 4. Submitted Into the public record in conviectlon with Item � on 4-42—g -, Waltor Foeman City Cleric 01- 515 Lk- ArA . • DISCLOSURE OF OWNERSHIP • Legal description and street address of subject real property: See attached Exhibit "A" 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. Parcels 1 and 3 are owned by 1000 Brickell Ltd., a Florida limited partnership. its ownership disclosure is attached as Exhibit "B". Parcel 2 is owned by KV Brickell Partriers,Ltd., a Florida limited partnership. Its ownership disclosure is attached as Exhibit "C."* 3. Legal description and street address of any real property (a) owned by any parry listed in answer to question C2, and (b) located within 3 75 feet of the subject real property. See attached Exhibit "D" 1000 Brickell, Ltd., a Florida limited Partners ip by: Hammond Venture, Inc. its FmiQj ';nL4ii_9k_:W_ . p or Atmomey fQ� e l Leland Taylor, VP o atrmond Venture Inc. STATE OF FLORIDA COUNTY OF DADE �J _ The foregoing instrument was acknowledged before me this _day of'� ZL-l1te ; ,by :; 1 pl d TAv1nr , 'gyp n f Hammond Venture. Inc, who is a y wn to or bo has produced as identification and whomiliald not) rake an Oath. e,. ,ft% Mhrls CW=Pdon tt Mrca►rnM.an ame: Me Elm," swanw iO.M1 Notary Public -State of Flonda Commission No.: a Wos **U" is 182*3 40"""rt My Commission Expires: 000"tro�a� MOO4.4 aF P uo0eeae,aoo .,+raw ' ;SW *Parcel 4 is owned by Francisco Torviso. KV Brickell Partners, Ltd. is the contract purchaser of Parcels 1, 3 and 4. Submitted Into tho publlo record -in roa�►ti^-"•on wish it.,, 001 lea' . Waltor Foemun City Clerk 01- 515 0, !. 0 EXHIBIT "A" ! iiiN&A **'qws •�s�1r •. _ ..: LEGAL DESCRIPTION: The west 10 feet of Lot 5. Lots 6 and 7. Block 86, CITY OF MIAMI SOUTH, plot '•=► :'r%' Pub1. tRo ds-ofeMioin -0odeeCounf' FloideddQin Plot Book 8 at ..Page.. 41 of •-the..YO • ��Z Parcel 2- B4ock .86, CITY OF MIAMI %'MTH,,:occording to the plat thereof vs recorded �' ' in'Plot tBoo�t B'nt Page 41 of the,.ubi Ic Records of,Liaai-0ade County. Florida. =' Parcel 3: Lots 9 through 16 inclusive, Block 86, CITY OF MIAMI SOUTH, according to the plat thereof as recorded in Plat Book B at Page 41 of the Public Records of Miomi-Code County, Florida. LESS o portion of Lot 10 in said Block 86, being more particularly described as follows: Begin at the Northwest corner of said Lot 10; thence run North 87'45 10' East along the North line of said Lot 10 for a distance of 100.00 feet to a point of intersectlon with the East line of .the West 100 feet of said Lot 10; thence run South 02'.16'08',Eost along, the East- line of the West 100 feet of said Lot 10 for a distance of 2.15 feet to a point of Intersection with the South line of the North 2.15 feet of said Lot 10; thence run South 87'45'10' West along the South line of the North 2.15 feet of said Lot 10 for a distance of 10.59 feet to a point of curvature of a circular curve to the left; thence run Southwesterly along the arc of said circular curve to the left having a radius of 123.67 feet through • a central -angle -of 46' 17'25, for an arc distance of 99.92 feet to a point of intersection with the West line of said Lot 10: thence run North 02?164.98 West aIonglthe 4es4.,•lino of,said Lot 10 for a distance of 40-36 feet to theoAf &gInn('q ti _ :•Lot tZaBlock_86,i,C[!,Y_,OFiNIAM1. WTH, according .to the plot thereof as recorded in .Plat Book B at Paye 41�of 'the,Public Records of Miami -Cade County,-Florido. to the pUbll(', mcor tt nti Conner, on with roCard � item on .51� Walter Foeman City Clerk 01- 515 • EX"B" Disclosure forr1000 1000 SricjLll Avenue (a) 33.601803% by Ida Akers Morris, W. Allen Morris and lames F. Bell, Trustees tender the L. Allen Morris Trust Agreement dated May 15, 1982. The Beneficiaries under this Trust and their respective beneficial interests under the Trust are: (1) Ida Aker Morris, Life Estate, 100% (2) Ida Morris Bell, 33.33% Remainder Interest (3) Kathryn C. Morris Rupp, 33.33°/s Remainder Interest (4) W. Allen Morris, 33.33% Remainder Interest (b) 20.7988840/a by W. Allen Morris and Diane Yohe Morris, Trustees under the W. Allen Morris Trust Agreement dated March 29, 1983. The Beneficiary under this Trust and his beneficial interest under the Trust is: (1) W. Allen Morris, 100% (c) 20.743866% by Kathryn C. Morris Rupp, Trustee under the Kathryn C. Morris Rupp Thirty (30) Year Trust. The Beneficiary under this Trust and her beneficial interest under the Trust is: (1) Kathryn C. Morris Rupp, 100% (d) 10.555327% by Ida Morris Bell (e) 5.094270% by James Frank Bell, M (1) 5.094270% by William Allen Bell (g) 3.111580614 by Ida Kathryn Bell (h) 1 % by Hammond Venture, Inc., General Partner. The following are the owners of Hammond Venture, Inc., a Georgia corporation authorized to do business in Florida: (1) 52% by Ida Akers Morris, W. Allen Morris and James F. Bell, Tnrstees under the L. Allen Morris Trust Agreement dated May 15, 1982. See 2(s) above for beneficiaries under the Trust. (2) 10.50% by W. Allen Morris and Diane Yohe Morris, Trustees under the W. Allen Morris Trust Agreement dated March 29, 1983. See 2(b) above for beneficiary under the Trust. (3) 12.50% by Kathryn C. Morris Rupp, Trustee under the Kathryn C. Morris Rupp Thirty (30) Year Trust. See 2(e) above for beneficiary under the Trust, (4) 12.6% by James F. Bell, Jr. (3) 12.5% by Ida Mortis Bell, III: The following are the officers and directors of Hammond Venture, Inc. (a) James F. Bell, Jr., President/Director (b) W. Allen Morris, Vice President/Director (c) Gary L. Rupp, Vice President/Director (d) H. Leland Taylor, Vice President/Director �1)t)lllltt�d tato the public (e) Bill C. Davis, Secretarytrreastimr/Direetor reaOrd Ilr+l CClIti1B�.1+On With (f) Diane C. Collins, Assistant Secretary ROM�„_ On (g) Eileen B. Roe, Assistant Secretary Waiter FOeman (h) Judith McKelvey Walker, Assistant Secretary. City Clerk 01- 515 '4Pi+3.y 4 .+ ^ , �,. rS q< <f sy i' lN].?,r ..iy. sg±#, 4V 2 7 F'ti5p"'Ft.4 ' i' M1 ti""'b . `lkd ""r, ry m r s�" �,�t:"4 -�� spy c A F� �'r+'�� '"k 'ems tu' �o- '� agL �;:� ^kd � xz s 3;.. a • g"^,� ;+ �x'y� �. s, r rj y.. .,w 4".'6r - '�iz`i A � t'.$ � � 3 2;� r F �' S:E4" M e �. -,tr• r< •'r ti ». r + s §,- ' C v } M "F+ �W9{"W�' 2 u �K .• �N �5� a ¢�„ k ' � • µ - .: �ttY33 $p d:'a 5 ryry t S ti:� i'� r tm i fi 2t�.. k' �i�:` PARTIRS, LTU. i Y is owned by K 4 v J.KEVIN REILLY a VICTOR RICHENST V f �� tv �. - { �.. .tk` �!*hE.=_•t�ji*^d"Y Y'} l '4 �� + ai` 'y �iR� t� 5�� T S $ ✓@Ts'�r..'1� nd 24�'"� ; bi+' ^3 h='Ryy'l4�il }�i�t� y, �h.a #� y.Y"G+ ,� � �i i i a{`t R '4Pi+3.y 4 .+ ^ , �,. rS q< <f sy i' lN].?,r ..iy. sg±#, 4V 2 7 F'ti5p"'Ft.4 ' i' M1 ti""'b . `lkd ""r, ry m r s�" �,�t:"4 -�� spy c A F� �'r+'�� '"k 'ems tu' �o- '� agL �;:� ^kd � xz s 3;.. a • g"^,� ;+ �x'y� �. s, r rj y.. .,w 4".'6r - '�iz`i A � t'.$ � � 3 2;� r F �' S:E4" M e �. -,tr• r< •'r ti ». r + s §,- ' C • • • iYIfI�IlY Exhibit D Propwrtios owned by 1000 Brickell, Ltd., within 37S ft radius of Perimeter Unes of KV Partners E 33.5 feet of W 95 feet of Lot 10 and of Lot 11, Block 74, 94 SW 10 St South City of Miami, Plat Book "B", Page 41 E 30 feet of Lot 10 and E 30 feet of N 10 feet of Lot 11, Block 74, South City of Miami, Plat Book "B", Page 41 E SO feet of Lots 14 3t IS, Block 74, South City of Miami, Plat Book "B", Page 41 74 SW 10 St 753W 11 St 8ubrn R*d Into the Public record In connection with Item k!" on .0 4-2w1.� Walter Foeman City Cleric 01- 515 • • • 411141W�� 0 AFFIDAVIT STATE OF FLORIDA) ) SS COLTITY OF DADE ) Before me, the undersigned authority, this day personally appeared who being by me first duly sworn, upon oath, deposes and says: J. Kevin Reilly I. 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 to this affidavit and made a parr thereof. 2. That all owners which he/she represents, if any, have given their full and complete permission for him/her to act in his/her behalf for the change or modification of a classification or regulation of zoning as set out in the accompanying petition. 3. That the pages attached hereto and made a part of this affidavit contain the current names, mailing addresses, telephone numbers and legal descriptions for the real property of which he/she is the owner or legal representative. 4. The facts as represented in the application and documents submitted in conjunction with this affidavit are true KV Brickell Partners, Ltd., a Florida and correct. limited partnership By: KV Brickell station, Inc., a corporation its Sole General Partr* Further Affiant sayeth not Z4 ;Z STATE OF FLORIDA Applican s ture J. Kevin ReiVy, President _ COUNTY OF DADE The foregoing instrument was acknowledged before me this 6th day of February 2001 O&aot , by J. Kevin Reilly who is personally known to me or who has produced r�,na� tom_ m., �.� as identification and who did (did not) take an oath. _C� Q* *Mv cW.'WM ccn W" N �� Ev res januory 1. 2W2 Notary Pubtic-State of Florida Commission No.: btmltttad into the public My Commission Expt 6ord in connection with Item � on �a 1 Walter Foofm tic City ©1- 515 0 • AFFIDAVIT *TATE OF FLORIDA ) ) SS COUNTY OF DADE ) Before me, the undersigned authority, this day personally appeared _ H. Leland Taylor , 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 to this affidavit and made a part thereof. 2. That all owners which he/she represents, if any, have given their full and complete permission for him/her to act in his/her behalf for the change or modification of a classification or regulation of zoning as set out in the accompanying petition. 3. That the pages attached hereto and made a part of this affidavit contain the current names, mailing addresses, Oelephone 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 1000 Brickell, Ltd., a Florida limited partner ip :Hammon �.tJre, Inc., its Further Affiant sayeth not. Sole- eae Part - �. App is Signature H. L nd Taylor, VP STATE OF FLORIDA COUNTY OF DADE The foregoing instrument was acknowledged before me this day of 19 , by H Leland Taylors VP of Hammond .,;ho is pe ITy o o e or who has produced Venture IK identification w not) take an oath. Name: ar a Notary Public -State of Florida ubllC �ub�,.1te�d Into t7ttd P Commission No.: raeo In Cl�ttl3F3Jt1 Witt -,My Commission Expires: 00 Kem on ��w zo VVaff or Foeman ';.7/ awrw »� w septem ('014 C;IerK 01- 515 sss •-- r c-D-ul-ul 14:11 Itei I y CorrmPrcial Group 30.5•-379-7977 P.04 AFFIDAVIT iSTATE OF FLORIDA) ) SS COt,WTY OF DADE ) Before me, the undersigned authority, this day personally appeared %R q,/e, cce �TaA vet J who being by me first duly sworn, upon oath, deposes and says: I . 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 to this affidavit and made a part thereof. 2. That all owners which he/she represents, if any, have given their full and complete permission for him/her to act in his/her behalf for the change or modification of a classification or regulation of zoning as set out in the accompanying petition. 3. That the pages attached hereto and made at part of this affidavit contain the current names, mailing addresses, . telephone numbers and legal descriptions for the real property of which he/she is the owner or legal representative. 4. The facts as represented in the application and documents submitted in conjunction with this affidavit are true and correct, Further Affiant sayeth not. Applicant' Si tura STATE OF FLORIDA COUNTY OF DADE The foregoing instrument was acknowledged before me thisJ�x day of -1 u by who rsonally known to mA r who has produced as identiRcatiot-acrd-wh-oa did not) take an oath. Submitted into the public re0 15in Ccyr, rta ,'ilc Ulu It� V111zNor V"0eman 0 City Clerk Name: Notary Public -State of Florida Commission No.: My Commission Expires: Sonicichnfon �E r MY COMMISSION I C053069 EXPOS ahao iHw no. cuw Nw�nr�:a i.c 01- 515 0 01- 515 BRICKELL STATION MIXED USE DEVELOPMENT DIRECTORY OF PROJECT PRINCIPALS OWNER/CONTRACT: KV BRICKELL PARTNERS, LTD. PURCHASER 800 Brickell Avenue Suite 201 Miami. Florida 33131 Mr. Kevin Reilly (305)379-0600 Mr. Victor Richenstein (305)379-0600 ARCHITECT: ARQ 550 Brickell Avenue Suite 200 Coral Gables, Florida 33131 Mr. Bernardo Fort Brescia Ms. Jackie Gonzalez Mr. Wilhurn Lai (305)372-1812 (305)372-1175 FAX LEGAL: WEISS SEROTA HEL.FMAN PASTORIZA & GUEDES, P.A. 2665 South Bayshure Drive, Suite 420 Miami, Florida 33133 Stephen J. Helfman, Esq. Gilberto Pastoriza, Esq. (305)854-0800 (305)8542323 FAX TRAFFIC: TRANSPPORT ANALYSIS PROFESSIONALS 8701 S.W. 137th Avenue, Suite 210 Miami, Florida 33183 Submitted Into thcj public Word In connection with Mr. Richard P. Eichinger 4M M -1r,— on J:U.Zig Walter Foeman (305)385-0777 City Clad( (305)385-9997 FAX 01- 515 wMEMO y Iµ 1 , �. i b ° - %' '� s ��„�.� 'L �'�-��ti 7Y, � � '� w 4`x ,. b xwE+ ;t �.�,t �£`v i[�jF •�'AiCiv 94 ��; " . tt : f ,��57 f{� F �, � �'�a� � to �,i 1'x,1=.z^,�°�Y �'k� i'� ,�7��, x ,r7�F �� +� i��?t ✓ ^,,c$�Gy„r.,�,�,'.+F ; y�'aa* ;.�, _ BRUN a m : 1 S 9. 3rd Avenue Suite, s A g Florida 33131 > ° � , h `. �'+� �•ui Tam Schlosser Consulting Manager nit r3,y}3a' yvp Fyi A: F x j374-15741 t .374 FAX .15 'e'.p ll�r �'r"7k "� _,�y v .,w '<. y ,k ,� r,e�. a. fit' �!h � .• *5 4 rAi+.fir > 1 ,� �F •may.. A'Q'. N ��'�r�'','.k •� -�'%..�F .iib. fY[�':i.a�a r Y 4� S 4 sov"d NO 0*40116 116 ►id 10 Cin With . An"•; rs$,; Ft: r f :Imni FA&ZU„on Walter Firman ORM III'; �1- 515 • M P h 4� a �lmw yz __ 5T .� SE. TTTTqf „t w lo I fle Sy _ z 5r o J i t e T �J ^ o q,4��r c O14 �B •d ;rim "' 1 I f 7 ` ii . , 14 ?W Ssr. I f A 'ub,tcrt(rd into we public record in connection with i9R1 -LIL-L on Wdlldl i Odillall city clerk INTERC _A t 111 is • O r 40 0 CITY OF MIAMI FUTURE LAND USE MAP LAND USE LEGEND Single Family Residential (R-1) Duplex Residential (R-2) Medium Density MultiFamily Residential (R-3) High Density Multi Family Residential (R-4) Office (0) - Restricted Commercial (C-1) General Commercial (C-2) - Central Business District (CBD) Major Institutional Public Facilities, Transportation and Utilities (GA) Industria! (1) Recreation (PR) Conservation (CS) 0 [-I 0 PZ -6 PLANNING FACT SHEET APPLICANT Gilberto Pastoriza, Esquire, on behalf of 1000 Brickell Ltd., KV Brickell Partners Ltd., and Francisco Torviso HEARING DATE April 18, 2001 REQUEST/LOCATION Project located approximately East of SW 111 Avenue between 11 m and 121i Street LEGAL DESCRIPTION Complete legal description on file with the Hearing Boards Office. PETITION Consideration of a non -substantial modification to the approved Major Use Special Permit for the Brickell Station Mixed Use Development Project located approximately East of SW 1" Avenue between 11s' and 12 Street (see complete list of addresses and legal description on file with the Hearing Boards Office), In order to allow a mixed use development consisting of two residential towers with a total of 718 residential units with 17,550 square feet of ground floor retail uses; the project include a total of 1,346 parking spaces. PLANNING RECOMMENDATION Approval with conditions. BACKGROUND AND See attached. ANALYSIS PLANNING ADVISORY BOARD Approval CITY COMMISSION N/A APPLICATION NUMBER 01-010 VOTE: 7-0 Item N8 ............... ._.......... ..... _.._........... ... ._I .... ..... ...... ....... .... . _...._..,,.._....... _... _.......... ...... ._.......... ............ _....... ...,,._...w.. ............ ..........._...... _..... ._-..........._....... CITY OF MIAMI • PLANNING AND ZONING DEPARTMENT 444 SW 2N0 AVENUE, 3H0 FLOOR • MIAMI, FLORIDA, 33130 PHONE (308) 4113-1400 _.........._ .................._.............""" -111..1._-.._.11...111 Date: 4/2/2001 1-111111111". _.P_..._@..1 0T'- 515 • 0 Analysis for major Use Special Permit for the BRICKELL STATION MIXED USE PROJECT located at The east side of SW 1" Avenue, between SW 111h and 12th Streets CASE NO. 2001-010 Pursuant to Ordinance 11000, as amended, the Zoning Ordinance of the City of Miami, Florida, the subject proposal for the 13rickell Station Mixed Use Project has been reviewed to allow a Major Use Special Pennit. This Permit also includes the following requests: CLASS 1 SPECIAL PERMIT as per Article 9, Section 906.6 for active recrea- tional facilities (including a swimming pool); CLASS I SPECIAL PERMIT to permit staging and parking during construction (to be approved prior to obtaining a building permit from Planning); CLASS I SPECIAL PERMIT for Development Signs when combined with con- struction signs; CLASS I SPECIAL PERMIT for FAA clearance letter; CLASS I SPECIAL PERMIT per Article 9, Section 917.2.1 for Valet Parking for residential and other uses; CLASS LI SPECIAL PERMIT as per Article 6, Section 607.3.1 for development of new construction within the Special District; CLASS II SPECIAL PERMIT as per Article 6, Section 607.3.1 for a temporary construction fence and covered walkway; CLASS I SPECIAL PERMIT as per Article 6, Section 607.3.1 for a temporary construction trailer and temporary sates office trailer; CLASS I1 SPECIAL PERMIT to request a waiver of City of Miami Parking Guides and Standards for periphery landscape; CLASS II SPECIAL PERMIT as per Article 9, Section 908.2 for access from a public street or roadway greater than 25 feet; CLASS II SPECIAL. PERMIT as per Article 15 for uniform signage guides and standards; 01- 515 0 • Per City Code, Chapter 23, Certificate of Appropriateness for ground disturbing activity in an archeological conservation area Designation as a phased development pursuant to Section 2502 of Ordinance 11000, for Phases I and II. Waiver from the City Commission for the following: 1. Noise Ordinance during the required concrete pours for construction of the building. Pursuant to Articles 13 and 17 of Zoning Ordinance 11000, approval of the re- quested Major Use Special Permit shall be considered sufficient for the subordinate per- mits requested and referenced above as well as any other special approvals required by the City which may be required to carry out the requested plans. The requested Special Permit is for the purpose of allowing a mixed-use development project with consisting of 718 residential units, 17,550 sq. ft. of retail use, and a total of with 1,346 parking spaces, for the property located at approximately the cast side of SW 1" Avenue, between SW I Vh and 12th Streets in the Central Brickell area (see attached legal description, location maps and aerial photographs for exact property boundaries). In determining the appropriateness of the proposed residential project, the Planning and Zoning Department has referred this project to the Large Scale Development Committee (LSDC), the City of Miami Preservation Officer, and the Urban Devel- opment Review Board (UDRB) for additional input and recommendations; the fol- lowing findings have been made: • It is found that the proposed mixed-use/residential development project will benefit the Downtown District by creating new housing opportunities in the Central Brickell area to serve Downtown. • It is found that the subject property has very convenient access to public transit that makes it ideally suited for residential and retail as a mixed use to serve the downtown area. • It is found that per the Fire and GSA Departments of the City, the roof of the pro- posed 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 City of Miami Preservation Officer reviewed the project and that a recommendation was made that archeological monitoring be conducted in the manner set forth in the condition described below; and that since the project site is the current 01— 515 GlIam-10L • • location of the First Miami High school, efforts shall be made to preserve it by relo- cating it to a city park. • It is found that the project was reviewed by the Large Scale Development Committee on December 18, 2000 and has been modified to address the expressed technical con- cerns raised at said Large Scale Development Committee meeting; however, addi- tional design details related to sidewalk and swale arca improvements will have to be submitted at the time of permitting. • It is found that the UDRB has recommended approval of the proposed project pursu- ant to a public meeting held on December 20, 2000, with expressed concerns regard- ing the insufficient distance between the proposed office and residential towers at that _. time. • It is found that the applicant has modified the proposed development program to eliminate the office structure and increase the number of residential units, which re- sults in a better overall plan fbr the subject property and alleviates the concerns raised by the UDRB. • It is found that upon referral of the proposed project to Public Works and the Downtown NET Office, the following comments were received: Pursuant to the Department of Public Works, the project requires plans for proposed sidewalk and swale area improvements prior to the issuance of a building permit; and 2. Pursuant to the Downtown NEI' Office, the applicant shall submit a parking plan for construction employees and temporary parking arrangements for the existing building while the new building is under construction; said parking plan shall be subject to the review and approval by the Department of Planning and Zoning prior to the issuance of any building permits. It is found that the Planning and Zoning Department is in concurrence with these comments and will require compliance with the above referenced conditions prior to the issuance of any building permits for the proposed project. It is found that with respect to all additional criteria as specified in Section 1305 of Zoning Ordinance l 1000, the proposal has been reviewed and found to be adequate. Based on these findings, the Planning and Zoning Department is recommending approval of the requested Development Project with the following conditions: 01` 515 1. The approval of this Major Use Special Permit shall be subject to the recorda- tion 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 perpe- tuity 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 build- ing permit. 3. Pursuant to the Fire and GSA Departments, the roof area of the proposed struc- ture shall be made available to the City of Miami for any necessary communica- tions 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 ac- tivity 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, G. The applicant shall submit a final revised landscape plan with all specifications for the review and approval of the Planning Department prior to the issuance of a building permit. 7. Due to the location of the First Miami High school on the subject property, and the desire to relocate said structure to a city park, the applicant shall assume the financial responsibility of relocating and establishing the structure on a new foundation within a park selected by the city, unless the city finds that such a move is not feasible; in which case, the applicant shall he required to produce treasured drawings and photographs according to the Standards of the Historic American Building Survey. Dir 51.5 y 'h -'� '�✓ �'��y�['u�''a� ,�'+,c a .a'�'�, +�� !�� s d��gyi � w a��y' ,�.�.va r »��x.�, t '�f�R � 4zl ,�� q� �y�.m��,t �,, � �� Xrf r� t ' - 01 RESOLUTION PAB -36-01 A RESOLUTION RECOMMENDING APPROVAL OF A CONSIDERATION OF A NONSUBSTANTIAL MODIFICATION TO THE APPROVED MAJOR USE SPECIAL PERMIT FOR THE BRICKELL STATION MIXED USE DEVELOPMENT PROJECT LOCATED APPROXIMATELY EAST OF SOUTHWEST Ise AVENUE BETWEEN l I"' AND 12"H STREET, IN ORDER TO ALLOW A MIXED USE DEVELOPMENT CONSISTING OF TWO RESIDENTIAL TOWERS WITH A TOTAL OF 718 RESIDENTIAL UNITS WITH 17,550 SQUARE FEET OF GROUND FLOOR RETAIL USES; THE PROJECT WILL INCLUDE A TOTAL OF 1,346 PARKING SPACES. La I -j 1. 1.' j: I ST 11 LLD L --i-' TTTTT 5 1 _L I1 E S 7 8 1! ILI L, ij i4 -AJ 0 . CITY OF MIAMI PLANNING DEPARTMENT APPLICATION FOR MAJOR USE SPECIAL PERMIT IT IS II%-TENUF.D THAT MAJOR USE SPECIAL PERMI1S HE RFQLIIRFD WIIERL SPEC-IFIFI) USES AND/OR OCCUPANCIES INVOLVF MATTERS UEFMFD 1'0 BE OF CITYWIDL OR AREA-WIDF INIPORTANCF. THL• CITY C'ONIMI5SION SHALL BE SOLELY RESPONSIBLE FOR DETEICNIMATIONS ON APPLICATIONS FOR MAJOR USr SPECIAL PERMITS (.vFE.4RTIt 1F. 17OFORDLV.4A'CF 11000 ASA.NENDED TIIF. ZONlAGORDIA'A&ICE OF THE C17YOFA11A.~O. 11.01UD4) I HE CITY COMMISSION SHALL REFER Al l APPLICATIONS FOR MAJOR L1SF SPFCIAL PERMITS TO Tin: PLANNING ADVISORY BOAR '41) Tv TIIL' DIRECTOR OF THE PLANNING DEPARTMTNT FOR RECOMMENDATIONS, AND MAY MAKE REFERRALS TO AGENCIES. BODIES. OR OFHCF.R.S, EITIT-IL THROUGH THE PLANNING DEPARTMENT OR DIRECTLY. FOR REVIFVL', ANALYSIS AND/OR TECHNICAL. FINDINGS .AND DETERMINATIONS AND REPORTS THEREON. (SEE SECTION 1301 3 OF ORDINANCE 11000 AS AMF_A'DF.0 THE 7.0NING ORDINANCE OF Tiff: CITY OF A41A.t/1 FIONDA.) SECTION 2.653 OF THE CODE OF THE CI IY OF MIANIL FLORIDA, AS AMENDED, GENERALLY RFQUIRFS ANY PERSON WHO RLCLIVES COMPL'NSATtON, REMUNERATION OR EXPI;NSES FOR CONDUCTTNG LOBBYING ACTIVITIES TO REGISTER AS A LOBBYIST WITH TIIF CITY CLERK, PRIOR TO ENGAGNG IN LOBBYING ACTIVITIES BEFORE CITY STAFF, BOARDS, COMMITTECS AND TFM CITY COMMISSION A COPY OF SAID ORDINANCE IS AVAILABLE IN TttF OFFICE OF THE CITY CLERK (MIAMI CITY HALL), LOCA3 ED AT 3500 PAN AMERICAN DRIVE, MIAMI, FLORIDA, 33133 NOTE: THIS APPLICATION MUST BE TYPEWRITTEN AND SIGNED IN BLACK INA. on behalf of 1000 Brickell Ltd., KV Brickell Partner. fLtd., and Francisco Torvi so I, Gilberto PA I -Ori za, Esn_ , hereby apply to the Director of the Planning Department of the City of Miami for approval of a Major Use Special Permit under the provisions of Article 17 of the City of Miami Zoning Ordinance. Property Address: East of SW 1st Avenue between 11th Street and 12th Street (see Exhibit "A-1" Nature of proposed use (be specific): A mixed use phased development consisting of a 326 unit high rise residential building with ground level retail and aT 230,261 square feet- office building with ground level retail (Phase T) `and a 194 unit high rise residential building with ground level retail 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. 51 2. Affidavit disclosing ownership of property covered by application and disclosure of interest form (attach forms 4-83 and 4a-83 to application). 01- 515 APPLICATION MATERIALS (conrinuedi attach the following; in support and explanation of the application - EJ 3. Certified list of owners of real estate within a 375 -foot radius from the outside boundaries of propem (attach form 6-83 to application). Ek 4. Maps of the: a) Existing zoning designation. b) Adopted comprehensive plan designation for areas on and around the property. Dc 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. G]t 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. tat 7. Developmental Impact Study (an application for development approval for a Development of Regional Impact may substitute). Dc 8. Other (be specific): yfl Chapter 62 of the Code of the City of Miami, as amended. **retail. ❑ 10. Additional fee of $ , 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: $ 41;, -;qt _nn —� 1,150 kU xtisirg Ft�e Signature 231 MwU Notim Flae Name Ginlarto Flim $46'381 Address Mim Swcta fhlfrm Posh 1za & (;ttecl�s, P.A. 33133 Phone/Fax / 13Mffid 2173 Date 2/2/01 FINAL APPROVAL OF THIS APPLICATION FOR MAJOR USE SPECIAL PERMIT SHALL CONSIST Or AN EXECUTED RESOLU110N BY TIIF 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 RLSOLUTION AND DEVELOPMFNT ORDER SHALL, UPON EXECUTION THEREOF. BE TRANSMITTED TO THE OWNER OR AUTHORIZED AGENT AT THE ADDRESS SPECIFIED ABOVE 01- 515 Ile EXHIBIT "A" BRiCKELL STATION SD-710ENTRAL BRICKELL RAPID TRANSIT COMMERCIAL - RESIDENTIAL DISTRICT Per City Code, Chapter 36. Construction Equipment Request for waiver of noise ordinance while under construction for building shell. Per City code, Chapter 23-5a, Request for a Certificate of Appropriateness for around disturbing activity in an Archeological Conservation Area. MUSP, as per Article 17 for development of 520 residential units. MUSP, as per Article 17, for a parking structure of-N?l parking spaces.. Class II Special Permit as per Article 6, Section 606.3.1, for development of new construction within a Special Distrcit. Class 11 Special Permit as per Article 6, Section 607.3.1, for temporary construction fence and covered walkway. Class It Special Permit as per Article 9, Section 908.2, for access from a public street roadway width greater than 25 feet. Class II Special Permit to request a waiver of City of Miami Parking Guides and Standards for Periphery Landscape. Class I Special Permit as per Article 9, Section 915.2, for FAA clearance letter. Class I Special Permit as per Article 9, Section 906.6, for pool/outdoor recreation area. Class I Special Permit as Article 9, Section Section 917.2.1, to allow valet parking for residential and'othcr uses. Class 1 Special Permit as per Article 9, Section 925.3.8, to allow development/construction/rental signage. Class I Permit as per Article 9, Section 918.2, for parking and staging of construction during construction. Class I Permit as per Article 9, Section 920.1, to allow a construction trailer. slm�a[t Oi- 515 • a Cies I Permit as per Article 9, Section 920.1.2, to allow a temporary sates offieo trailer. Designation as a phased development pursuant to Section 2502 of Ordiaenee No.11000 for Phase I and Phase M Request for the following MUSP conditions to be required at time of shell permit instead of at issuance of foundation permit: a. The requirement to provide a letter of assurance for the Solid waste Department; and b. The requirement to record In the Public Records a Declaration of Covenants and Restrictions providing that the ownership, operation and maintenance of all common areas and facilities will be by the property 01- 515 Y. a`� ✓t rR;s aw.a+ t � � x";� a:'`r+'��3� `yr �' �''n� °�F k Fotlo Numbor 1 11 S.W. i st Avenue 61,4)M4)60-1114 �a € r 92 S.W. 1 i th Street b 1-0208.060-1130{ 1115 S.W.-1st-AvenueIi-ti208-060-1 120 86 S.W. 1 I th Street h T ill -02U8-46a 1140 Ilk 79 S.W. 12th Street ` 01-0208-060.1150 r u {t IV 67 S.W. 12th Streets°' 01-02084060-1160 z 59 S.W. 12th Street 01-0208A60-1170' zx 52 S.W. 11th Street F> . 01-0208-060-10880 t6 #a s 5 44 S.W. 11th Street 01-0208-060-1070°° �4 x� 60 S.W. 11 th Street 01-0208.060-1090 68 S.W. I 1 th Street V-10208.ow-1100 r� 1115 S.W. 1st Avenue 91df208.0l�-1120�� tt`� i� gig O""R, N. m b � x j V„1 :rx,t .3 4t ON. �`51 ” jms ��§'5n..h'h y e rro at x <f' a4�3et.. !( `'"�- ' xslw �� g_ k 1 01-� 51�i =ll 016 AFFIDAVIT STATE OF FLORIDA ) ) SS COUNTY OF DADE } Before me, the undersigned authority, this day personally appeared H. Leland Taylor _ ._. —1 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 to this affidavit and made a part thereof. 2. That all owners which he/she represents, if any, have given their full and complete permission for him/her to act in his/her behalf for the change or modification of a classification or regulation of zoning as set out in the accompanying petition. 3. That the pages attached hereto and made a part of this affidavit contain the current names, mailing addresses, telephone numbers and legal descriptions for the real property of which he/she is the owner or legal representative. 4. The facts as represented.in the application and documents submitted in conjunction with this affidavit are true and correct. 1000 Brickel l , Ltd., a Florida limited partner ip..,By: Hammond Venture, Inc., itt Further Affiant sayeth not. Sole erAl 'Partn�i- App is Signature H. Lq1 nd Taylor, VP STATE OF FLORIDA COUNTY OF DADE The foregoing instrument was acknowledged before me this -A day of&�k�no 19 . by H.Leland TaylorsVP of Hgnmo ✓.-ho is pe e or who has produced Venture I1119identification t) take an oath. �.�.__..........._. - ..- Name: Mar a'Z:–toncepcipn Notary Public -State of Florida Commission No.: My Commission Expires: t�K Mafia ca"Pcim tk * My Comm,Nron (o -C9 10 `*,w% E,pmeSSW811"f19- 01 01- 515 Fcab-01-01 14:27 Reilly Commercial Group 306-379-7977 P.04 • AFFIDAYtT STATE OF FLORIDA ) ) SS COUNTY OF DADE ) Before me, the undersigned authority, this day personally appeared ; a•. , , k;.: �,% ��.: ; , who being by me first duly sworn. upon oath, deposes and says: I . That he/she is the owner, or the legal representative of the owner, submitting the accompanying application for a publWhearing as required by the Zoning Ordinance of the City of Miami, Florida, affecting the real property located in the City of Miami, as described and listed on the pages attached to this affidavit and made a part thereof. 2. That all owners which he/she represents, if any, have given their full and complete permission for him/her to act in his/her behalf for the change or modification of a classification or regulation of toning as set out in the accompanying petition. 3. That the pages attached hereto and made a part of this affidavit contain the current names, mailing addresses, telephone numbers and legal descriptions for the real property of which he/she is the owner or legal representative. 4. The facts as represented in the application and documents submitted in conjunction with this affidavit are true and correct. Further Affiant sayeth not. STATE OF FLORIDA COUNTY OF DADE Applicant' Signature The foregoing instrument was acknowledged before me this 1 ' ,t day of 1-910- by `'. ` ` who jis personally known to me r who has produced as identification and who did (did not) take an oath. Name: Notary Public -State of Florida Commission No.: My Commission Expires: i f Sonia bhnsw MY COMMiSS" t CC9509 WIRES •' Octobsi S. 2004 FpHDtD MIU IRDS' FAM y'h�ANCk MC 01.. 51.5 RrITRT�ar AFFIDAVIT STATE OF FLORIDA ) ) SS COUNTY OF DADE ) 0 J. Kevin Reilly Before me, the undersigncd authority, this day personally appeared who being by me fust duly sworn, upon oath, deposes and says: I . 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 to this affidavit and made a part thereof. 2. That all owners which he/she represents, if any, have given their full and complete permission for him/her to act in his/her behalf for the change or modification of a classification or regulation of zoning as set out in the accompanying petition. 3. That the pages attached hereto and made a part of this affidavit contain the current names, mailing addresses, telephone numbers and legal descriptions for the real property of which he/she is the owner or legal representative. 4. The facts as represented in the application and documents submitted in conjunction with this affidavit are true KV Brickell Partners, Ltd., a Florida and correct limited partnership By: KV Brickell Station, Inc., a corporation, its Sole General Parther Further Aunt sayeth not. Apptican sS' acute J. Kevin Rei _y_, President STATE OF FLORIDA COUNTY OF DADE The foregoing instrument was acknowledged before me this 6th day of February 2001 oar , by J. Kevin Reilly who is personally known to me or who has produced --�2 r P1c�1� 1� t� +•� _ as identification and who did (did not) take an oath. 1 Mencela Greta * *vy Gwi*iNon ccraeoxs N l raga dwwan +. mox Notary public -State of Florida Commission No.: My Commission Expires: 01- 515 afffiffi: • OWNER'S LIST Owner's Name 1nnn Rrir_kell Ltd.. a Florida limited partnership c/o Gilberto Pastoriza Nlailing Address 2665 S. Bayshore Drive, #420, Miami, FL Zip Code 33133 Telephone Number (305)854-0800 Legal Description: See attached legal descriptions for Parcels 1 and 3(7-xhibit "A"' Owner's Name Ky Rrirkall Partners, Ltd., a Florida limited partnership c/o Gilberto Pastoriza Mailing Address 2665 S. Baxshore Drive, #420, Miami, FL Zip Code 33133 Telephone Number _135 1854-0800 Legal Description: See attached legal description for Parcel 2 ( Exhibit ""1" ) Owner's Name Frranci_aco Torviso c/o Gilberto Pastoriza Mailing Address _ 2665 S. Bayshore Drive, 0420, Miami, FL Zip Code 33133 Telephone Number Legal Description: (305)854-0800 See attached legal description for Parcel 4 (Exhibit "A" Ani 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 See attached Exhibit "B" Street Address Street Address Legal Description Legal Description Legal Description 01-- 515 0• 0 EXHIBIT "A" TIM LEGAL DESCRIPTION: The west 10 feet of Lot 5, Lots 6 and 7. Block 86, CITY OF MIAMI SOUTH, ,_ "according; fto -.'/he plot..there6f,fas recorded �In Plat Book 8 at Page 41. of the., . PIi61.i�;Records of Miami County, Florida. Pari:el 2: j �•� . . . Lot•"8." Block .86, 'CITY OF M1AW-SOt iK :'according to the plat thereof as recorded ..c - �- =;t in Plat Boo�C B'al Pogo 41 of the„ l?ublis Records of.yiaai-0ode County, Florida. Parcel 3: 01-- 5i5 11610am Lots 9 through 16 inclusive, Block 86, CITY OF MIAItI SOUTH, according to the plot thereof as recorded in Plot Book 8 at Page 41 of the Public Records of Miami -Dade County, Florida. LESS o portion of Lot 10 in said Block 66, being more particularly described as follows: k. Begin at the Northwest corner of said Lot 10; thence run North 87'45'10' East along the North line of said Lot 10 for a distance of 100.00 feet to a point of intersection with the East line of -the West 100 feet of said Lot 10; thence run South 02'16'08',East alonq the East line of the west 100 feet of said Lot' 10 for o distance of 2.15 feet to a point of intersection with the South line of the North 2.15 feet of said Lot 10; thence run South 81.45'10' West along the South line of the North 2.15 feet of said Lot 10 for o distance of 10.59 feet to a point of curvature of o circular curve to the left; thence run Southwesterly along the arc of said circular curve to the left .having a radius of 123.67 feet through -.-a central angle -of 46'17'25', for an arc distance of 99.92 feet to a point of intersection with the West line of said Lot 10; thence run North 02916 08 West along ;the 'West,.line f,said Lot 10 for a distance of 40•,36 feet rtaithe�Rv .Of segintilpq tiplv Pdrce :•Lot4TZsBlockr86..iLCJTX,OF{YIAMI'fMTH. occording .to the plat thereof as recorded_,; in Plot Bgok 8 at Page �1.of:lhe,Public Records of Miami-0ode County,-Florido. for,?; Exhibit"e" roptt+�t. ted fes. oo rE OW!,.f VA., wttfiin 375 ft rodfus of P r T k igg�y.y.s �i.�& } s -Fg,%tt ' .fiFr r t 33 } i � is x �,�" zsr• gF`� � tit' 4'7 a 5.. a a?, ��6C #�' �F�� t��Y�`g�•1��«L 4.aP+ft�� xY �Qr � � s .. r y�Ud ti.� � 4eti. h, n7�+ti "�.��` WA Of 14 refs "B".hp41' wr iF4 h of 1Hiiaf, Plat Book �. yt 71 i is P' �..t,. y 33-S feat of W 93 feet of Lot 10 and of Lot 11, Block 74, 4 SW 10 St $Doth City of Miami. Plat Book "B", Pale 41 30 feet of Lot l0 aW a 30 feet of N 10 fent of Lot 11, B1oCk 74, s �Souf* City of Mism L Plat Book "B", Pap 41 .; E 30 togof Lots 14 dt 1S. Block 74, South City of MIMI, SW St Plat Book "B", Page 41 Y a' tY 'Js' i MIX •: 'k �. < Z .�, s x h^`^ sref�''1A'k."�„ e t , y...tyn'&. ,; ..;Cb RAW WWI IF 515 _ � i � r, f w 4:31• ° x �:5 1 Y�� Ut "�t a � cern >" ,R�m • DISCLOSURE OF OWNERSHA 1. Legal description and street address of subject real property: See attached Exhibit "A" 2. Owner(s) of subject real property and percentage of ownership. Note: Section 2-618 of the Code of the City of Miami requires disclosure of all parties having a financial intems4 either direct or indirect, in the subject matter of presentation, request or petition to the City Commission. Accordingly, question N2 requires disclosure of shareholders of corporations, beneficiaries of trusts. and/or any other interested parties, together with their addresses and proportionate interest. Parcels 1 and 3 are owned by 1000 Brickell Ltd., a Florida limited partnership. Its ownership disclosure is attached as -Exhibit "B". Parcel 2 is owned by KV Brickell Partners, Ltd., a Florida limited partnership. Its ownership disclosure is attached as Exhibit "C."* 3. Legal description and street address of any real property (a) owned by any party listed in answer to question 02. and (b) located within 375 feet of the subject real property. See attached Exhibit "D" STATE OF FLORIDA COUNTY OF DADE The }'p$ �'n�wraent ack��ladgad before las this a' day of �a'�CC7-� `b�'��S/�`` 'ZC^�- who is. rsor�ll_y imown to tae a►ho has produced as id;W_Tcatioa and w�did (did not take an aa& Name: U Notary Public-StiU:;;2M_ �so ATE CW R- b?ATEOFFLORIDACommission No.:INION O. SFccffim My Commission *Parcel 4 is owned by Francisco Torviso. KV Brickell Partners, Ltd. is the contract purchaser of Parcels 1, 3 and 4. ti 01- 51.5 0 DISCLOSURE OF OWNERSHIP 1. Legal description and street address of subject real property: See attached Exhibit "A" 2. Owner(s) of subject real property and percentage of ownership. Note: Section 2-6 1 t of the Code of the City of Miami requires disclosure of all parties having a financial interest, either direct or indirect. in the subject master 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 proponionate interest. Parcels 1 and 3 are owned by 1000 Brickell._Ltri;., a Florida limited partnership. Its ownership disclosure is attached as Exhibit "B". Parcel 2 is owned by KV Brickell Partners,Ltd., a Florida limited partnership. Its ownership disclosure is attached as Exhibit "C."* 3. Legal description and street address of any real property (a) owned by any party listed in answer to question N2, and (b) located within 375 feet of the subject real property. See attached Exhibit "D" 1000 Brickell, Ltd., a Florida limited Partnersoip by: Hammond Venture, Inc. its •Soj ;r Port or , y /, IC Ownci or Attorne fo pw� Leland Taylor, 1p of"` anmond Venture Inc. STATE OF FLORIDA COUNTY OF DADE j The foregoing instrument was acknowledged before me this `V day of by u 1 a1and 7,sy1pr- VP of Hantnond Venture. Inc. who is 'Tc3iownto me or who has produced as identiftcaaddii ai a - did not) take an oath - MW . CM"Pd a �.�" Q MY Ccxae�lsalan OCYOt�IO _ �._• 7 e —z 'ti..W ExW 0%S* W6W1o,2M - Name: r _ _ Notary Public -State oCFlorida Commission No.: °t "4""'d's1O1"�"3 My Commission Expires: otmeoo tompWoo 4V 4 41 °°r0d'01 °a won N, 50 *Parcel 4 is owned by Francisco Torviso. KV Brickell Partners, Ltd. is the contract purchaser of Parcels 1, 3 and 4. 01. Sib • EXHIBIT "A" Ir LEGAL DESCRIPTION: The West 10 feet of Lot 5, tots 6 and 7, Block 86, CITY OF MIAMI SOUTH, '�7'�s= t"occordiny ,to_jhe plot.!toers6kVs; ;recorded in Plot Book 8 at ..Page.. 41 cocds of Miami -Dade County, Florido. Porcel 2: , -- . l.0(''8,= Block .86, CITY OF MIAMI.�50UTH.::according to the plat thereof bs recorded. 'ln*.PIat IBoo�C 18 'at Page 41 ofthe=.Publ (c Records of;Yloai-0ade .County, Florida. ':' Parcel 3* Lots 9 through 16 inclusive, Block 86, CITY OF MlAlll SOUTH, according to the plot thereof as recorded in Plat Book 0 at Page 41 of the Public Records of Miami•Oade County, Florida. LESS a portion of Lot 10 in said Block 86, being more particularly described as fol lows: Begin at the Northwest corner of said Lot 10; thence run North 81'45'10' Fast along the North line of said Lot 10 for a distance of 100.00 feet to a point of Intersection with the East line of.the Nest 100 feet of said Lot 10; thence run South 02'16'08',Eost along the East -line of the Nest 100 feet of said Lot 10 for a distance of 2.15 feet to a point of Intersection with the South line of the North 2.15 feet of said Lot -10; thence run South 87'45'10 Nest along the South line of the North 2.16 feet of. said Lot 10 for a distance of 10.59 feel to a point of curvature of a circular curve to the left; thence run Southwesterly along the arc of said circular curve to the left.hoving o radius of 123.67 feel through. a central -0ngle-'of 46' 11' 25'. for an arc distance of 99.92 feet to a t' point of intersection with the Nest line of said Lot 10; thence run North f 02?16'08' --West olonglthe•Nest,;line of,said loi 10 for a distance of 40,36 feet . t.,of BeginnYq # '•Lot i7'01ock..,86,.i.CITY-OF;MIAM1, fMTH. according .to the plat thereof as recorded;,. . In�PlI Book 8 at Page 41,of'the,Public Records of Miami-0ade County,-Florido. 0 • EXHIBIT "B" Disclosure for 100011dekell Avenge (a) 33.601803% by Ida Akers Morris, W. Allen Morris and James F. Bell, Trustees under the L. Allen Moms Trust Agreement dated May 15, 1982. The Beneficiaries under this Trust and their respective beneficial interests under the Trust aro: (1) Ida Aker Morris, Life Estate, 100% (2) Ida Morris Bell. 33.33% Remainder Interest (3) Kathryn C. Morris Rupp, 33.33% Remainder Interest (4) W. Allen Morris, 33.33% Remainder Interest (b) 20.798884% by W. Allen Morris and Diane Yohe Morris, Trustees under the W. Allen Morris Trust Agreement dated March 29, 1983. The Beneficiary under this Trust and his beneficial interest under the Trust is (1) W. Allen Morris, 100% (c) 20.743866% by Kathryn C. Morris Rupp, Trustee under the Kathryn C. Morris Rupp Thirty (30) Year Trust. The Beneficiary under this Trust and her beneficial interest under the Trust is: (1) Kathryn C, Morris Rupp, 100% (d) 10.555327% by Ida Morris Bell (e) 5.094270% by James Frank Bell, III (Q 5.094270% by William Allen Bell (g) 3.111580% by Ida Kathryn Bell (k) 1% by Hammond Venture, Inc., General Partner. The following are the owners ofHantmond Venture, Inc., a Georgia corporation authorized to do business in Florida: (1) 52% by Ida Akers Morris, W. Allen Morris and James F. Bell, Trustees under the L. Allen Moms Trust Agreement dated May 15, 1982. See 2(a) above for beneficiaries under the Trust. (2) 10.500/9 by W. Allen Morris and Diane Yohe Morris, Trustees under the W. Allen Morris Trust Agreement dated March 29, 1983. See 2(b) above for beneficiary under the Trust. (3) 12.50% by Kathryn C. Morris Rupp, Trustee under the Kathryn C. Morris Rupp Thirty (30) Year Trust. See 2(c) above for beneficiary under tho-Trust, (4) 12.6% by James F. Bell, Jr. (6) 12.5% by Ida Morris Bell, III: Tice following are the officers and directors of Hammond Venture, Inc. (a) James F. Bell, Jr., President/Director (b) W. Allen Morris, Vice President/Director (c) Gary L. Rupp, Vice PresidenttDirector (d) H. Leland Taylor, Vice President/Director (e) Bill C. Davis, Secretary/Treasurer/Director (f) Diane C. Collins, Assistant Secretary (g) Eileen B. Roe, Assistant Secretary (h) Judith McKelvey Walker, Assistant Secretary. IGWZPJO 01- BIB l r Y t N ? 4.s . Z Y Ark � t T b y. MViii REILLY': - ry ' t it a'. `-' x "+,.1 * fi Y M� � g� yt;, a r � � >. � � �� f � ✓�� ^� SF�a � t ql; 4 t C`Y k V,r44gg,'' - w • Exhibit D • 2 t t 4 i 3 9 9 �#�i�+J, K s 2Y_� �e"# "3 u'#�9k f �K•:3"�'i��Y £# '�" �' ;x t �N t,#,t�'i n,`:` � n x°"'s' �.t� n. "« �s �� U+ ,� j { k R `r4Ay x h is tYf 3 iatA cS w W La &7fri Ftaia a ,y t,.�,'y y> x5r a Sy'AW c,+,�°"'', h, :tea i i F a S ass �a ,r'U �k �Fi $ # R �, a z 4 X r„r rfi . m k� .s#x' rt ,y. h� 'i'�R;:."W", art 'w Y 8H rk° ;T i �. 1 f t.$'y. 1z °N* s"* F^ § �� t• f� a c'f r 44 ek 4E2 - s tRs r. 4 . ro"sZ #ask r t.umm t a,,kk� t rr -^" bep ° �c,,9 ar'ti,+w°..Fx " .u#�V"S e r f -r i`5 d W k i n xr'�'s� s$tv xi •. r ey y. a -' ��Sr �' 'taR' �4 x + �3�x �'1er'�`gLu i�:� 5 i.. J•g ;$9kmtuAk ~'k�eSn'y+T,hf. tYLki.>q`"'y v # �� +� +�rsy gar R�1Axz # dx t h, `$' ,tl t�'%,E A* 4S ik, soya` b} 6 T 'tt e'` v*traz+f, fir. +t 'St 3� 4 a .a,� } �� r s r� + 9 tay # tk r + Q. of Lot i !, W 613Teet of Lot 10, Block 74, _ # 9a 8W 10 $t ;�oatii Clty of Miami. Plat Hook "B", Page 41 E 33.5 feet of W 9S feet of Lot 10 and of Lot 11, Block 74, . 44 SW 10 St South City of Miami, Plat Book "H", Page 41 8 30 feat of Lot 10 and E 30 feet of N l0 foot of Lot 11, Block 74, 74:8W 10 St South City of Miami, Plat Book "B", Page 41 E 50 feet of Lot: 14 dt 1 S, Block 74, South City of Miami, 73 .Sw 11 St Plat Book "B", Page 41 4 Sakc � i z s tri t 4 .d`wt r MCA �1rsr�3STq+Pr"^��rk r ' r � w�'Ry 4 -;E•:w i""�=P�.�R r��kgay��; '��#' � � ,w� iA��,a��e4 �R� M_ a 3 1 - BRICKELL STATION MIXED USE DEVELOPMENT Zoning Ordinance No. 11000 1. Section 1304.2.1 Application forms; supplementary materials (a) Statement of ownership and control of the proposed development or activity. The DisclosufeW 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 location of the proposed development is unique in two respects. First it is located east of SW 1st Avenue, between 11th and 12th Street, immediately across from the Brickell Metromover and Peoplemover Station (the "Metromover and Peoplemover Station"), and second, its northern boundary along SW I Ith Street is impacted by the Peoplemover. The applicant is proposing a two phased development. Phase I consists of a 359 unit multi -family residential building with an associated 736 parking spaces structure and ground level retail. The building is 37 floors in height of which 28 floors are residential, 7 floors of parking, I floor of building amenities and i floor of retail. 2. Phase II consists of a 359 unit multi -family residential building with an associated 610 parking spaces structure and ground level retail. The building is 37 floors in height of which 28 floors are residential, 7 floors of parking, l floor of amenities and l floor of retail. The project shows extensive landscaping as shown on the landscaped plans included under Tab 7, Article Ill. Drawings showing the architectural character and location of the intended uses are included in Tab 7, Article 111. Ic) General location map, showing relation of the site or activity for which special permit is sought to major streets, schools, ex6ting utilities, shopping area, important physical features in and adjoining the project or activity and the like. A location map and an aerial map indicating the surrounding streets and properties are included in Article 1. (d) A site pian containing the title of the project and the names of the project 01- 515 • 0 planner and developer, date, and north arrow and, based on an exact survey of the property drawn to a scale of suMdent size to show: The Site Plan is located under Tab 2, Article III. (1) Boundaries of the project, any existing streets, buildings, watercourses, easements and section lines; The boundaries of the project and the location of existing streets and �+ easements are shown on the survey located under Tab 1, Article Ill. (2) Exact location of all buildings and structures; The exact location of all existing structures located on the property is shown on the survey located under Tab 1, Article Ill. (3) Access and traffic flow and how vehicular traffic will be separated from pedestrian and other types of traffic: A detailed analysis of the site access and traffic flow for the development is provided in the Traffic Impact Analysis located under "Tab 3, Article III. The project has been designed in accordance with the City's intentions to keep SW lst Avenue (across from the Metromover Station) as a pedestrian friendly street without any vehicular access to any of the buildings. Accordingly, vehicular access to the Phase It residential building is through SW l lth Street, while vehicular access to the Phase I residential building is through SW 12th Street. (4) Offstreet parking and offstreet loading areas; Each building has its own offstreet parking structure independent of each other. These are independent loading facilities for each of the two buildings. Loading occurs internally at the rear of the buildings away from the streets and pedestrians. (5) Recreation facilities locations; The location of the recreational facilities for both residential buildings occur on top of the parking structure at the 9th floor. Each building's amenities include a pool with a landscaped deck, a spa, lockers, a fitness center, a business center and a multi-purpose room, which may be used for parties and/or meetings. The Phase II residential building also has a jacuzzi and a wet bar adjoining the multi-purpose room. (6) Screens and buffers; Landscape and buffer areas are indicated on the Landscape Plans under T b 2 01. 0 • 7, Article Ill. (7) Refuse collections areas; Waste collection will be provided by the City of Miami or by a private company. (S) Access to utilities and points of utilities ._ hookups. All utilities shall be underground. Access and connections to site utilities are discussed in Site Utility Study located under Tab 4, Article III. Each ' building has its own separate mechanical, electrical and telephone equipment rooms. (e) Tabulations of total gross acreage in the project and the percentages thereof proposed to be devoted to: The total gross acreage for the project is approximately 3.4 acres or 147,570 sq. ft. The footprints for all buildings is 70,933 square feet. (f) Tabulation showing: (1) The derivation of numbers of offstreet parking and offstreet loading spaces shown in (d) above. The total number of offstreet parking spaces required is 1,291. The total number of spaces provided is 1,346. Eight offstreet loading areas are provided as shown on the Plans. (2) Total project density in dwelling units per acre. There are a total of 718 residential units or 210 residential units per acre. (g) If common facilities (such as recreation areas or structures, private streets, common open space, etc.) are to be provided for the development, statements as to how much 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 under Tab 4, Article IIl. (1) Architectural definitions for buildings in the development; exact number of 3 01-- 515 • dwelling units, sizes, and types, together with typical floor plans of each type. There are 718 residential units. Typical floor plans for the residential buildings are included under Tab 7, Article 111. 0) Plans for signs, if any. Signage for all buildings will be done separately. (k) Landscaping plan, including types, sizes and locations of vegetation and decorative shrubbery, and showing provisions for irrigation and future maintenance. See Sheets L I to D under Tab 7, Article III. (1) ' Plans for recreation facilities, If any, including location and general description of buildings for such use. See item L(d)(5), above. (m) Such additional data, maps, plans, or statements as may be required for the particular use or activity involved. The drawings submitted with this Application are located under Tab 7, Article Ill. (n) Such additional data as the applicant may believe is pertinent to the proper consideration of the site and development plan. Elevations and sections depicting the architectural character of the Buildings are included under Tab 7, Article III. 2. Section 1702.2.1 General Report. (a) Property ownership or ownerships and beneficial interest within the boundaries of the area proposed for Major Use Special Permit. Statement of Ownership and beneficial interest within the boundaries of the area proposed for the Major Use Special Permit are provided in Article I. (b) The nature of the ratified interest or control. The nature of unified interest or control is indicated in Article I. (c) Survey of the proposed area showing property lines and ownership; existing features, including streets, alleys, easements, utility line, existing land use, general topography, and other physical features. A copy of the Survey is included under Tab 1, Article III. 4 01- 515 (d) Materials to demonstrate the relationship of the elements listed in (c) preceding to surrounding area characteristics. The drawings submitted with this Application are located under Tab 7, Article II1. (e) Existing zoning and adopted comprehensive plan designations for the area on and around the lands proposed for Major Use Special Permit. The existing zoning designation for the property pursuant to City of Miami �- Ordinance No. 11000, is SD -7. Page 37 of the Zoning Atlas Map is located in Article I, and indicates the existing and surrounding zoning. The comprehensive plan future land use designation for the property is Commercial and is shown on the --land use map located in Article 1. -- (f) Analysis demonstrating consistency and concurrency with the adopted comprehensive neighborhood plan. The future land use element of the Miami Comprehensive Neighborhood Plan designates the property Commercial. The Commercial designation allows residential and office development. Therefore, the proposed development is consistent with the City's plan. The Traffic Impact Analysis and Site Utility Study (Tab 3 and Tab 4 of Article III, respectively) indicate adequate infrastructure capacity to meet the impact of this development. 3. Section 1702.2.2 Major Use Special Permit Concept Plan. (a) Relationships of the concept plan to surrounding existing and proposed ftthre uses. Article II contains a written narrative of this project outlining proposed uses, activities and architectural character. This narrative also contains descriptions of die project's relationship to traffic, pedestrian movements, and transportation access. Building elevations, sections and perspectives showing the proposed materials, vertical profile and height, and orientation to streets is included in the drawings submitted with this Application. The list of Drawings submitted is found under Tab 7, Article Ill. (b) Existing zoning and adopted comprehensive plan principles and designations. This project conforms to the SD -7 zoning for this property. The City's future land use trap designation is consistent with the proposed development. The applicant is also requesting the approvals and permits shown in the attached Exhibit "A". 4. Section 1702.2.3 Development Impact Study. (a) A traffic analysis shall be submitted for an area within approximately 1/4 mile of the site, or an area including the major intersections to be impacted on the site, whichever is larger. 5 ni-- 5i5 The Traffic Impact Analysis is included under Tab 3, Article III. (b) Economic impact data shall be provided, induce estimates for construction costs, construction employment, and permanent employment and sball demonstrate that the proposed development is favorable to the economy, public services, environment and housing supply of the City. The Economic Impact Study is included under Tab 5, Article III. (c) A housing impact assessment. The residential portion of the development consists of 718 units. 'Rentals are estimated in the range of $1,500 to $2,500 per month per unit. (d) A description of proposed energy conservation measures shall be provided, Including only those measures that are proposed in addition to the minimum requirements In State Energy Code. Architecturally, the building envelope will be comprised of insulated walls and roof. Energy saving lamps, ballasts and fixtures are being considered at cores and public spares. The ultimate design of the building will incorporate energy conservation measures when applicable. (e) Historic buildings. There are no historic structures located on the Property. (f) Environmental Zone. The Property is not located within an Environmental Preservation District. (@) Dade County Shoreline Development Review. Not applicable. 542002 6 01- 515 • CI -Y OF ;:.1 'Al FLCF' )A INTER -OFFICE MENIORANDUP41 • Lourdes Slazyk, April 12, 2001 Assistant Director PI ing and Zonin Department Determination of substantial change In an application for a MUSP Brickell Station J n C. Gonzalez, ding Zoning Admini raj .Planning and Zonin Pursuant to a request from Gilberto Pastoriza of the law firm of Weiss Scrota Helfman Pastoriza and Guodes who represents RV Brickell Partners, concerning a determination of a non -substantial change from MUSP an application, please be advised of the following. The applicants arc proposing a change to the MUSP in the following manner. Initial Submittal Modified Submittal Residential 520 du 718 du Office 230,261 sf 0 sf Retail 16,874 sf 17,550 sf Floor Area 981,583 sf 882,120 sf Residential (Phase I) Floor Area 441,160 sf 432,375 sf Residential Floors 28 28 Amenities Floors 1 1 Parking Floors 9 7 CommerciaUlobhy 2 1 Total Floors 40 37 Number of Units 326 3$9 Height of Building 01- 515 Lourdes Slazyk April 12, 2001 Page 2 of 2 Residential (Phase 11) Floor Area 293,288 sf 432,195 sf Residential Floors 25 28 Amenities Floor 1 1 Parking Floors 9 7 Commercial/lobby 2 1 - Total Floors 37 37 Number of Units 194 359 Commercial _ _,}§,874 17,550 Office Building 230,261 0 Parking Residential (Phase 1) 529 718 Residential (Phase Il) 429 610 Commercial 17 18 Section 2215.1 regulates whether changes to a MUSP are non -substantial. The criteria referenced are: A) The requested change exceeds the zoning regulations; B) The footprint of the building is proposed to be moved by more than ten (10) feet in any horizontal direction. C) The height of the building or any portion thereof is proposed to be increased by more than (5) feet or five (5) percent of the height of the building; whichever is greater, in a vertical direction; D) Any other change which, in the evaluation of the zoning administrator, has not been part of the prior application, has not been reviewed and evaluated by staff, and has a serious effect on the project proposed by the application. Therefore, after review of the proposed changes, it is my opinion that the changes do constitute a substantial change as defined and regulated under Section 2215.1 of Zoning Ordinance i 1000 as amended. JCG: tc Ce: Ana Golabert-Sanchez, Director Planning and Zoning Department Zoning file 01— Bts WASS SEROTA HELFOAN PASTORIZA Se GUEDES, P.A. ATTORNEYS AT LAW NINA L. ■ONISKC MIAMI•DADC OFFtCt JAMIE ALAN COLE 2665 SOUTH BAYSHORE DAIVC COWARD O. OUCDES SUITE 420 STCPHEN J. HELFMAN TELCPMONE (9541 743.4114111 • TELECOPIER (9541 764-7770 GILBERTO PASTORIZA MIAMI, FLORIDA 33133 JOSEPH H. SCROTA RICHARD JAY *CIS$ *Of COUNSEL DAVID M. WOLPIN TELCPHONC (3051 554.0900 STEVEN W. ZLLKOWITZ TELECOPICR t3O5) 654.2383 WWW.WSM-FLALAW.COM THOMAS J. ANSBRO' 9ROWARO OFFICE LILLIAN ARANOO DE LA HOZ' 3107 STIRLING ROAD, SUITE, 300 ALISON S. SIELER FORT LAUDERDALE. FLORIDA 33312 MITCHELL A. BIERMAN TELCPMONE (9541 743.4114111 • TELECOPIER (9541 764-7770 MITCHELL J. SURNSTEIN--� ELAINE M. COHEN DOUGLAS R. OONZALES *Of COUNSEL March 28, 2001 VIA FACSIMILE & U.S. MAIL Ms. Lourdes Slazyk Assistant Director of Planning Department of Planning & Development City of Miami 444 S.W. 2nd Avenue Miami, FL 33131 Re: Brickell Station Major Use Special Permit (11IVIUSP") Dear Ms. Slayzk: OCRALD T. HCFFERNAN' JOHN R. HERIN, JR. CNRISTOPMCN F. KUNTZ PCTCR A. LICMTMAN RARCN LIESCIIMAN, MATTHCW H. MANDEL SCANARO S. MANDLER9 ALCRANDER L. PALCNZUCLA-MAORI GARY 1. RESNICIO NANCY RUBIN* GAIL O. SCROTA' DANA S. SCHWARTZ ARI C. SHAPIRO JEFFREY P. SNCFFCL NANCY C. STROUD* SUSAN L. TREVARTNEN CARME N I.T000NDCR DANIEL A. WEISS' F On February 7, 2001, KV Brickell Partners (the "Applicant") filed the captioned MUSP. As a result of various meetings with you and neighborhood groups, the Applicant has decided to modify the project. The purpose of this letter is to request a modification to the MUSP (the "Modifications"). We believe that the Modifications are non -substantial in that they do not exceed the City's zoning regulations, the ground level footprint has not changed horizontally by more than 10 feet in any direction, the number of floors in Phase I has been reduced by 3 and the number of floors in Phase 11 remains the same. In tact, the Modifications resulted in the downsizing of the project by approximately 100,000 square feet and the elimination of the office building. In accordance with your instructions, we have enclosed copies of plans for both the initial and modified projects, a letter from Richard P. Eichinger, Traffic Engineer, stating that the modified project will generate 18.6% less traffic than the initial project, and a check in the amount of $3,000 for processing this request. As you know, this matter has been advertised 01— 515 Ms. Lourdes Slatyk March 28, 2001 Page 2 for March 21, 2001 before the City's Planning Advisory Board (the "Board"). We will be requesting a deferral to the Board's April meeting in order for your staff to review the Modifications and for the Board to issue its recommendations on the modified project. We would like to meet with you and your staff at your earliest conveniences to discuss the Modifications and obtain your Department's input. Thank you for -your cooperation in this matter. Please call me if you have any questions or require additional documentation. WEISS SHROTA HULYMAN PASTORIZA & OUEDES, P.A. :7 6MMARY TABLE l tidal Submittal Modified Submittal Residential 520 du 718 du . Office 230.261 sf 0 sf Retail 16.874 sf 17,550 sf Floor Area +� 981,583 sf 882,124 sf Residential (Phase I) ---- Floor Area 441,160 sf -432.375 sf --- Residential Floors 28$ Amenities Floors 1 1 Parking Floors 9 7 Commercial/lobby/ 3 1 Total Floors 40 37 Number of Units 326 359 Height of Building Residential (Phase II) Floor Area 293,288 sf 432;195 sf Residential Floors 25 28 Amenities Floor 1 1 Parking Floors 9 7 Commercial/lobby/ 2 1 Total Floors 37 37 Number of Units 194 359 Commercial 16,874 17.550 Office Building 230,26.1 4 Parking Residential (Phase 1) 534 'i1$ Residential (Phase 11) 429 Commercial 17 1 _ y p�,� 515 FROM : TRANSPORT ANALYSIS • FAX NO. : 3053859997 0 Mar. 20 2001 03:55PM P2 J7J7ff%-6TnANSP0RT ANALYSIS PROPE SIONMLS, INC. 8/01 s. W 137th AVENUE I SUIE 210 • tv WJ. FL 33183.4408 • TEL 305/386-0777 • FAX 305/38b-9997 March 30, 2001 Gilberto Pastoriza, Esq. Weiss, Serota & Hclfman, P.A. 2665 South Bayshore Drive Suite 204 Miami, Florida 33133 RE: Brickell Station Mixed Use Development Adjusted Development Program Traffic Impacts Dear Mr. Pastoriza: As a result of public and other input received duriitg the development review process toward issuance of a Mixed Use Special Permit for the Brickell Station project, the initial development program has been recently altered. A comparison oi' certain parameters of the recently proposed development program to that originally submitted is as follows: Land Development Program Scale Uge QhgWal current Difference Residential 520 du 722 du 202 du Office 230,261 sf 0 sf -230,261 sf Retail 16,874 sf 17,550 sf 676 sf As you know, the Traffic Impact Analysis prepared b) Transport Analysis Professionals (see report dated revised February 2001) was based on the traffic generation potential of the "Original" development scale in the above table. The comparisoi i of the "Current" and "Original" development program shows significant reduction in the types of uses that would generate significant traffic volumes during weekday peak periods. Thus, the " Current" development program will have less traffic impact than the original development scale proposed for the Brickell Station Mixed Use Development. The "Current" development program \vill generate approximately 18.6% less traffic during the afternoon peak hour (and hence have less traffic impact) than the original development program. 01- 515 Planning • Design and Engimeedno i Accident Ra4anstniction FRCM TRANSPORT ANALYSIS + FAX N0. 3053959997 a tzar. 20 5001 03:55PM P3 tlllbetto Pastoriza, B�q. ,fi - , Ma,* 20, 20*1 Page 2 Should you have any questions about our Bndinp Of raduced trMtiic impact, plaaae,aoaaW no at your convenience. Sincerely, �'RA WORT ANALI'S1S PROFESSIONALS, INC. ' ch!a""'.r3?aYc��.a P.�6 .Eb,'` a 3,»c,`,� �.h8iNrBa+ger Senior raft Engnw ` e'a w e_,r RPFJMr1Q743 J. Kavin Reilly, KV Briolmll Paa s, Ltd. �a��y�w'i�� s'sri��y''.yiez`k�^'F"d,� -r�?,t-t�.� =J�a xs4�I¢' .,i�kir{',t) �s,5rx>f<'7^'��*tt,'Bv+, �x�-�;'t1��.�M�°u,�,1,�rtu�a,�•��„.V �p 'u�).��p,"�.'!a�"p�'d, �'` C-�. 1�a�,Yt�tz�M1., :^,a�y}"y��,`'sa`�3.n`,t,�'�v�2Wk,ir�s "',< �i`f�s `'i �..✓r'4:'s k`,.�%�sp'�t.�'.x sg5 �tn Bernado Isolte ATA, AultCctontca Jacqueline Gonzalez, AIA, ArcLiteCtOriiCa ?1C joz °t °a �trjN"'AA, Tgt�Ffi1FRE, Ri 4 7 .1 2Yr" r�- fi . 1 Clf��l�Y� I11 17,'01 THT' 1E'09 F4X 303 SS.( 23:2 AF.ISS SERMA to HFLF!fA\ A06 Y-AERItNTY DLCt► 11485 1425 ifNI'1 2NDENTOsn, made tb to r2:; LjEdoy 0C �J#A.�—"" , 1 Y b 2 dy ted betvsen 1000 8XICKL'Lt., INC., a (,'Aarid.3 t:orrararlar.. p.,rry of the first part, and 1000 UnICKkLL, LTE., a Fl at Ion 1lmlteC P&Ctn$tebip, 016 The Allen !torr is Cumpary, 10L0 nrL-kcl i Avvnwe, Misaf, CL 33131, rArty Of the tacond part NITttESitTIi , T'tat the laid party of t:te :acs: pact Lac valaable consideration to it in hand pr W by rtv ooecrl,i mr►y, t4#% rnr.-rt whet*^! in noreby aclnnw .,9..,•, , tt;.-, :1,,�,r,A, ha'Im,"t.i -r A: t t to the amid party of the second part, its ho lta, aacroneora and assigns forever, the lahtl situate, lyie4 an6 oeie9 :n the County O9 bade in the $tate of flattda described On Brhibit 'A• arinoxed hereto. MhPM1RI'D hr: l�iL".AS h, 1n'roIE;m1, r IQtKw :r.:• tot �.., .. ..,... .yo a�•r.itK nt,t 11b �I.� � tu,�:., I T,t1U1'Iltn:.l :m.1 A'' -'•11L Nblrtl, flt>afOA .''J1 And thit said ;arty of tnv £irct part toot herezy ful:y warrant title cc aald :and cad wll.t Deland tro saga t9iir.st the &AWfo. chits of all persenm whemsover. IIc WfTNEAA WNCR$Or, t:tc raid party of the first part ties Osgood those pretonts to x signed in its name by Its proper Officers and its corporate oul to be sttixed, attested by 'f �l•"•,4 sstrltary, the day and yosr !Stat above writter. 4w 1000 MCKCLL, 14C• w ,p Yrr 6 y Ptssilt�i """ t TTiDT+ rt ArY vr� •w� I10►1 a AEALAC a DS VEft{tu in thD prowice of useerr sign" per, i Ad x111.1 I. Mlo' SUTt' or ►LOIN RAA fDKNTV W RACE i I NEprsf CEAT:rY that vn tnts �d;.y of 1912 befOte ns praOULly appeared U. ALLEC ► A and 1'A KNI'rc, L) , r4 @Ino2 Oi— 51tS LT, 01 MI 10:10 FAX 303 00I 2323 WF.ISS SFRUTA & HELMAS 0063 tea president end 40*0raLarys eeepectiVely, or 1010 DMAQW., IMC.+ a Florida eOcparavton, t:o •e known to tit the rrraar who elNM the ftyallatem lnsteumeat as Swett ott!oars and severally aelmoale's tte sm"Utlen these! 0 ++a thalr crop act see 6#Pd as such o tease Car the we■ and pvtpoaee tner.rIn reeationed, Sea that they a! axed theeoto the etttelSt 0*02 of sato rorporatlon and 1?tst _u dmtrWWv.t L to* Nt ane dead of Bald oorporlclon. V MM W1f 814"Aem i 0 CIA& SEAL Ar 14207 Cr aRDR, ems ar nmich, the 4 e par last agars d.+>'A•:, LL O stela Of Rlortda At Lane, i 01- 515 '�3'17r487 THU 10:10 FAT, 303 931 232.1 *Pl S5 SFROTA N AELFMAN low--_._.--.-.�---- - cxslalr •�� The hest 70 feat all Lnts 2 and 3, all Of Lot9 4. 1, 6, 7, 0 and 1, 9100k 5 . City t•! MLaa1 Dont),, Plat .4aVk 'P• cc rcgc 41; (w:: Lot 20, Wanes, city of tii„nl Mn, ii, . i 1,., o.n.., • n ' ,,,. : l M Lot• 1, 60 11 91 161 the ¢set 26 trot of the 14661 144 Loot o:: got 1st all of Lots 17 load 20, 1knok 71, '.lty of oleo t Noitl , 01,41999k "S• at Page 411 Ain Lote 6 and 1t and lobe a les$ trot pertien throeof drdira,r_ed to the City of. MiaeL, a Munieipai corporation Lot 'oa1n.-pat><•, o the dost 75 tut of Lot 6. a n an undivided one..mL1 f ( 1; : ) IA interest in Lot 9 less t:lri*et I7 tett thersOf, Luca , sour), City of Mlasi, mat gook "W :.t Pape 11, )42 All of logo frioke:l, Inc. 'N LhtatesL In th`it cartage. 91 y0rr 10010• dated June 1, 1153 betwoor. opal S. Naumann, Leaser lord PrOnklin Realty Ce,, 108000, ar rlotorded in OR Book J601, Pani 13111 and modified My Addenda to the Laaae reoorciod in 9R Hook 1036 at Page 191, as per the f.telgnment dt Ltase recerdro it OR dock 661, 1098 119 andAeaun,ptl0', byy As*ign.a r.ourdec' in OR gook ffll, Pa9t, 111, pada County, �`lOrida, :r :d dsnlesd property 1e9411y described u, The North one-haif (1/2) of ;,ot rw4, revs the Wear. 50 feet thsreo£, and all of Lot Throe, fess the *out lob feet thereof, in Q_ll eek 12 south, City of Miami, 'etording to the Vol WirloOT, as rerorded ir. Plat gook 'a" at Paf `•�_�41 of the Put;l lc Record• of �tac Coji,ti, rloridar Im Lot$ 1 and 2 1488 the Fest ;tvs (5, teec eu real h^retofnte de$ded to the Et - of 141snL for right -Of -way purposes and less It* 9014th 11 feet of Lot 1 loss the naso Ib Leac and `eat all -of tot 3 and less that porde), of Lot 1 dedicated to i -e iaYY of 5filimi, a huntelpol Corporation, for ;Vin) -park", �"lock_ �73, City Of Nisat as reedrded in Plat aook "a' at Page /1 of th6 Public Aeeords of Dade Coanty. Ploridat INJ The fiettih so fee: of lots 1. 2 and 1 are cue Ncr:r, 31 feet of LOtf 91 and 24t and all of Lot 9, C, 7, -f -and the North 160 feet of Let 0 slid •11 Of Lots 17 and IE. Dluck 74, City of Miami 40011h, Plat aook 001 at Paps 11, ily�l Lots 'r, 13, 11, I.S. 16 meld 10, and the %est 130 toot of Loce 10, 11 and 12, 411 in eBIg�i4, City of niari soi-th, •o recorded .n Plat Suolt "s" at ! 090 7T-Oada County, Tlor Ida. All of 1000 Stlekell, Inv.'s interest in that Cerra In Lassa - FUCChfiae Atreenlrnt Petw$en NatCie Carter, 1.06$0,, and LOCO ortakell, :no., Lssese, dated August 1, 11:71 as recordwd in ofetc41 Asoords Soon 9721, Pae 677 of the Official Records of Dao• County, Plortde, said deAlsed property legalty described a•, A31 Of toot f and Lot 5 lost the Nest 10 Feat, �ock It Clty of M.iaai Soutah, as recorded In Plat boo t Page 118 Dad• County, Plot:de. im Lot 12t Juge 106 mouth, city of Mlnmi, Flat Dao% "S" at Pay• 77. subject to conditions, restriction•, limitations, road t wa-0!-frays And esserants of re:otd, aenin' ordinSA068 and real 108 aea.+laae$ for the year 1151 and ■ubsaguane years. WL6 90AY6ylhee is given In connection with the disso.tution and 3lquidatlOn Of ch$ orantet. No oaiww �aa10t „M am wow 01- 0004 515 IV 17 01 THC 15:11 FAX Jus 634 .132.1 %Pl iS SF.kcr'A d HF MAIC _ @loos <<: 1897%T421,C 'Y9R6:'6Qr80 MV WN 22 lJiIS eo�M�V, PC OAs00RV T. m nrux , im . Bechar MartisL k baober, P.A. 7655 Lejoune Road, suite 1.101 Cos:al 0610105, Florida 33.34 R279M TO, .7>ov"" MATKIM, Ago. :he 09q HLraro Retook a Karr., P.A. Osie 515 3 Avenue 17111 Floor Hianl, Plerida Dsoyerty A�yyppraisers parcel identltiostioa t DIW Number (a) 01.0206-060-1090 Tsto4V111111'111 DSf1��W TRIS TAUSFMI I5 DET.D. mode the 1 v�Yday of November, loot, by MUM M O. &h"X and CAGOAKMA HRYSRLD, as Co-Truetsea of the WVJMW 01. SHALL, P.A. QUALIFIRD DUIRARD COMPBN:MTZOX TRUAT QATtD DMl.'J IW 11 1902- heraineftar d;:lad the Gi*ntvf, tO KV atltKEI.L P11Ml15iM, LTD., a Florida limited partnvrsrip, vrinee pace otlice address is P.O. Ac+s. 110607, MiaMt, Florida 73231, hereivaiter called the Oraates (whenever used bersin the terms ^usauitez' and •vrsates• Luoluds al' the parties to this _netrumant and the hairs, legal X'ssyteeeaartiwa avid &salons of Ind-viduala, and the a ens of corporations) NITM481 TH, That tU4 4rantor, ter and sn rQneiderwt ion of the eMM, r,Y i+A (::�..::: i,:.:.i.: «:.s " :d: •'L�::c"..`,1L t?,!-e+..�.sreE:sAi, receipt whessel is b+reby aaknor:edged, hereby Arsa,a, bazge.ins 06114, sli.ena, remises, releseea, conveys &tW oonfirma unto the vises e 0 611 that oer'taind n lalying :t1 ML&mi-Gads County, Florida. vi Lot a or Bleak 66, of SOUTH C3:Y OF MIANZ, aeeording !o the Plat thereof setvcdad in Plat Aook A, ar Pape 01, or the Public Records of Misml-Dade Coun:y, Ple2•Lda. RCsisCT ?o 1 I. ?axes for the year 3000 and years. Z. Conditions, rostrietsona and lim.LtallOno of record, howaver, this provi+:or shall not serve to reiihppa" ocnditisno, restrictions ar.d lllydta:avtua xbich have Nan barrad by operation of law. 3, Agpliaable seting ordinances T'OO TRU WITH 0.1 the tanstaunts, horodstawante and sppurten"com thereto belonging ar Ir any wima appertaining, AND dsanter hereby specially warrants the title to a&:d land aril wAL1 defend the same against the lawful claims of all parsons claiming by, ehsouyh or under the said &rentor. 01- 515 jS., 17 91 THU 10:11 FAX XOS SSi :X:.1 WL I SS S,.ROT.i t HH "..1 in NiTNtee eKISR11Af, thear ! »arantoc vihiet n ho aundeY set 1-to hand m4 oeai the dwY aad Ye Sippled. Sealed and Callvored to the soen • o! � ,A-7!!//. �� - , •,�', 1 � •r�,Jw(tj"�l >K ar a M tneea KZLLiAM O. ae Ce- rustaa of the N:LLIAM ZhAZJ. p I► oup.Lipm serer m cmMUSAT ION ;RBST MM AURSEMPT OATFv DMCpMiIR 1, 1982 Nddreee: IWC 1r dwell Avenue, suite 1.12 1priflte 1 aMe o N tne•ei r lorida a3. �] it ate ame -of 19 trasi le =."W"T Com• YOl WILe, ee Trustee e! -be NtLLLAM G• Sys, P.A. �i�:.irzrr: asrlRUR'= Ca1T8l90ATION T3tTjsT 11lfaf,It AaR1D1DQNT DAZC9 DtCEMO+ER 19sA Addrua� 100:. Mridkell Avenue• iui.e 1112 Kia -ii. Florida 6YAT0 Of MAR' -ph ; 11 V ~ q NN C0vm-y GI! Yjam-DAA:) 0.R>� �p►caN� I NxmY CptTIFY that On thio day '! ��( • :9:•r. before lee oereeaally appeared N1LL O. WILL. ae CQ-Tauetee 'f P.A. QuJu+TiarJ ✓i�DAA6'. w.. the IILI&M 0- GOP' I. Who se paiout:allY knewo _o cowl AaW ' I*?= aac"tR 1. flet. Y N• ow ub ate, State p/2i� my a /IA/N 0!]. I w1_ M5f TM-FMMOOAfe rtntad Name CZ NotfIIry p\si+11C STAID of fSARLOA Co:;Wff of f tml-D=) L KMIkY CiRTtTW that en this - daY 0i � 1999. o>ssrlly a peered CA81A1�M�►Y8P as Cb-]tWtee before Nle peta p_R. QB11:.IfitU DtT RtD m?IpM9AT-WI TRUST of the W=IM 0 t1&MM DATU DiCtiOTR I. ISB2, who to pwson&JL; ~mown to 7 MORARfP R 11 1a P le, state e 0000 Teri at L e`n_ o M.y Code+ aeLoa sxpireae N [L pea len►e o 2lotary pu 113T i�\aNq\7�1y \erNr\U4i•a4%MMNV 1gR.far -2- 01- 515 Alfil7 Jl THt' 16:12 FAX 363 b34 2323 wEISS SF:ROTA fi HFLFIAN' 9[!•�V�'aY'=IY 99R 129834 On a/tt 07 121.9 M�Is,►OauwW1 lra1� IM 1r sYwY a IM�iYw /.A. pppp��yryryp� 1 �p p tAT1t p� (� ufiril�lilp.►alelfLllui INIIYd RaViNi7 Cl�RhtpilpE CO�MTt,.il �� ►i�111i1W11001�r1►WiMrOq� AULRJ&A ff DRSD MAN tadsature made this 4t-1• May cr A. D. 1993, lletwom F1e>11ar4 v,vayutol.t, a Married roan, party or thw first pati, MAd .1000 sridkell Ltd., a r2oride limited partnership, whoa& post offlos addmss 181 logo 3viekell Aveaus, 12th floor, !lisp!, R. 33131 party of the saocad part, :FI Ca68/0th, shat the said party of the tlrst part, for and in oonslderation or the sum of Ton and No/loo Dollars, to hire In hand paid byy the said party of the second we. the receipt Whereof is hereby SaMow2oidrod, has granted, bargasned, and sold to the sold party Of the second part, his helre and assigns forever, the follaltnp dasortbad land.. situate, lying and branp in the C'ounq of Dodo, state or riorl", to -vitt Lot 0 and the Zest !O feet of .Gots 10, 11, and 2a, In Dlooh as, ar South, city of tllanl, according to the plat thereat, as recorded .:a Plat a wk 2, to Page 41, of the Public seoords or cads county, rlorlda. subjeoe to! 1. 08:1ditlons• restrictions, 1121 tat:uns, and sasoments of record, if any, which aro not hvx*by reimposed, and applicable xoninq ordindaces a. Foal estate) taxes and assessAwnts for the year 1s85 and all subsequant years. rJM AeOVlt'•MCRSJ 9 PROPRATV 1S NOT ANG HAS .NOV", BEEN :tlZ NOWSMAD Or MS MRANTOR- And the aaad party of the first part doss hrro.0y fu.tly warratjc .to tole to sold land, oAd t4j11 defend the some agaSnat rhe Jow. ul olsiae of all persons whorsoover. ,ra MSC?3e1/ Whervaf, !hs said party of the first pal - has llorounto set his bond and Beal the day and year first d1wvu Written. -- �V ' vuM!AMMNt•wu',o►. tT! ✓,A. f a.. ;•,.� l- i :,kit .M'16'i,�q.•'4 .Mq Q (10 7 01- 515 051 17,,01 TffV 10:11 FAX JUS 854 2121 WE.SS SEROTA R ::ELFJSt, *AVOW# 19a4300 bas dSUVOrad In 1oM wa at* w M AeNr A. Pr a r •Y ha G . Saha:.• r►�."� WAW of FZON"M ) =VAVV OJ► MOR 1 M&t O'COSM444 & Add'awat 31 age d. ed]s.1..ove 7:007 >'utoo hosts Me fews odaor la enwaae waw ooRnowlacrtcQd beAu" w a -- adth day O! �, illi, to ba day 4 attaoetvo cfia. o , 2"le by R1dift" O'Cooaall, a minis wdtn, f 1 Drho In peravna77y xaowrt ft AM er k1 Who A" pn'oduaad At yxtlua, ,.�,� dlw 1dbiA 1��Qat10.1. t ! A"Wt Mai Caaaiaalon No.i too*" aM Msuvo one r. -• V"W Awl. 1101 50CWl s'rt ao°, r.fbt►ns Are ve $alfa 703, TOM W&MI, PIM033131 •IY�.MwYrr�.W,�,.IMWWYr.wUr.•:.i� •............1..... w,. ... ... .. .....•biY ...�.. r. v,t •, ..w.-. ,s....�.r••r.�.a.1.N,� W 00! 01- 515 (0 - 17, )1 THV !6:113 F%X 31)5 433 :'12.1 WET 5S iERuT.t K HF.LF -4N MFMM" . . Pi. 4 IV �_c, "5° 6 . LN Txb else= comer OF THE 11TH JUDIC=w CIMMIT Or l ORMA TJ AND was COUNTY dsllau J►N1 IDICTIOH DIVIBYON CASs NO. 00-31635 (CA - 01) Dun COUNT apolitical subdivision of the stats at slorl", Petitioner, 7AUS 0 vs. 1000 BRSCKSL�, M., a 241110FloridaLimitlad Partnersvip,otC1C 49 at al. , c� Dalendants. `" Ili�l�! QT zwizsss •s rn MOIL NP -.-M MS C#U8s cant on to be board pursuant to .he Declaration of Taking and Notico of Petition Data as to Paroal No. 290 in this cause. All parties havinq bean given the opportunity to be heard end to introduce testimony as to the Declaration of Taking, the juriediation of the Court, the sufficiency of trio pleadings, tae amunt to be deposited for the lands and interests as to said lands sought to be appropriated, and whether the Petitioner is properly exercisinq the authority delegated to it, now, therefore, it is oltD3t W and ADMOWD Mott 1. The Court has jurisdiction of thane prQues4ings. 2. The Petitioner is properly exercising the author3y delegated to it in taking the sold iande and interests as to said lands. 3. rhe pleadings before the Court are suffic.ent. `KWA 14674PS2500 ;�„`�`.j;.j'..'{.{:y..i.L..i�: �.rY. .• . . ..w�i� 1r::,i..::I::.�.1iYi�� Itnea 01- 515 Il6.17.01 TH', ld:A FAkX 300 631 :3£3 4FISS iEROTA & HFUM�` ®010 Dads Oounty vs. 1000 Brickell GN No, 10-31630 MA • 07) 1094 me. a A. The declaration of TOAng anA setisute of fuel ooaitstrmatiaa for the property and interests sought to be appropriated have been considered, and 11.1 Courts fonds and dateminse that the aim of U6,460.00 will .u:ly aaciae and fully compet%saee the petreons :awfully entitled to aospenrotion for said lands and interest as to said lands as ultimately Oeternihod by the court, '!'lie said sup shall be allocated as follovat !'l�psl..da. ■ro FOG 1ss,000.00 namporasy Cor ptnuoitom iasamant 1 180.00 a. T?e Pstitloner *heli deposit in the Asgistry of tho Court the sols of $25,160.00 within twenty (20) days frog tris data of trill order. upon the nixing of said deposit, tis blaPls title, sub4,oct to existing utility easesents of record, and a temporary donotruction uaeuent for a period of three (2) yoora as to the Sim" described W designated so Parcel No. 6OC JM the Petition In County ltmineat Domain Procesdinva tiled in this cause, Mell be vested In the Petitioner, and the said lands and interest as to said lands shall be dsaaed to be condemned and taken for ths, use o:r the petitioner. 'U right to ful: eospansation ftr the acquisition of sold lands and interest as to said Janda *hall be vested LA the parsons lawfully antitled thereunto, such txmpanaatlon to be ascertained and awarded in this touea as established !q judgment herein attar trial by Jury. 0. Petitionar, Dade County, 811213 be entitlsa -.o possession of Parcel Ko. 600 on the date at deposit, #0 wit 2 t 4674rcmi 01- 515 1S- L7, 11 TH" �d-11 FAX JOS 634 2323 AFISS SER TA & HELFNAN QOlI r . -.n► WWI Cad• County vs. 1000 Driokall Cue Ke. 90-31433 SCA - 071 haq* Mo. 3 7. oofendant-avners, When apPlioablo, shall furnish the Petitioner with a disoleaura affidavit as required by Becticw 116.23, Florida Statutaw (Public Diaclowri Act) , within tVONty (30) days from the data or this Order. Such affidavit shall be turninhod to the Petitioner before any withdrawal of funds from the >Aegistry of the CWlrt ar, ao made. 8. df the petitioner shall fail to deposit the sus required by paragraph a above Within the time therein praVLded, this Order shall be void anA of no further fetus or off act . 9. Petitioner sholl furnish a copy of this Order to all parties who have appeared respaotinq the above paras:.. OWZ and OUtRED to Chambers at Miami, Dade County, F.orida, this 411V day of huqust, logo. Capi" arro—n P. Patchen, isquire Earle a Patohan, P.A, 1000 triMell Avenue, Suite bag Miami, Florida 33131 Joel E. Newell, Chist Assistant city of slani Attorney 1100 AmeriFirst Yuiidinq One Soutbeast Third Avenue Miami, Florida 33131 Thomas Goldstein Assistant county Attorney Metro -Dade Oantar suite 34;0 111 N.M. First straot Miami, Florida 33328-1993 f 4674P92502 3 01- 515 J5 17:41 TH?I 16:15 FAA 305 45.1 21:.1 '1F; S� "WhOl t & 4El f'IllnK G�� IMM23 M1aIt 89RO64056 >��r r a aro Ttat 1`.D. / BIS Indenture, 'ifrwtr Phu Iota dl,'- .1 Danowl 1 ht• 1`•t 61. B1butta h IIoMAtO a. hICN111mm. w nut". of Ih. Col.ar at Ow . Irl 11. $�al..4 psorllla ..• . .1 1- fail. and LM 1111QUILL. LTD.. a F aelde'ballad laaor 11tabip. a! the Car.egl of Dtde . M Iha $lots, of 1`lamse xi.ccr roll ofwr odar.aa I. 106 111181101101 Avotoa, arc ff9oeR. Mletd. /lottaa �3tyl, PON>y of the mend Pool 10ka fY/r Tires Ib aald #Pl n1 rh. jf•rl Port 'w nxl r•nddchrM of We mat o1 Tm AND Non 1`11011006 1. MA1 M Petit LP Ih. a•d pail p of 1`h. a.fand per . the wirer l-.h.,.a) Is LRea1f sec".4. adpd, he a 11.ar.asd, ►a.pfsld. and roll Ia the said too•Iy of :1.. saawrd Pom ttt t1PUI wl aalfve folow. the lollowlle daarr6 l fnnu. ailual.. and br., State N fflorlo t"Iff. Lot 0 end feu hart to feat M Let S. In j1oe1t 66. CtTI' OP MIAM: 6Ot1TH, aaoaadtes to chs I•lat thCrauf, as alGelded la 1`1111 jock "u", 1'tsr dl, of tte tubut mocords of Daoe CMATY. Plotlda. 6uniscr TO all 111`plta11tla 115LA6 ctdla11nms, Ot Kona anc um tastrictlaat of recom eaMMZ W the nbd111W0. 11tLtlep p110Le utlbty w d.Llttera attwcnnu and ttAb for tbm pear logo and tlAWligI+anl years. '"he propaMy tmetivaVad hereby Ia vacant, unIMpieved prope•ty aad is nol holnxafsieA l propomy lwfthoft 4 ' �- slmau iopiguo 1. imam talc titan roanv L + f!A�'�ei/ 'lair--•�'9i/•v�TJ'�•Irp— pr, I Telt etullo No. Ol 020jOb010 70 S i A'ad Ih1 hitt ►any aJ the (ln+ Nn dap huwh/ !"lip v.ran IGr IuD to said hind, an welt Ilial Ih. Iaraa 11aeleaI At lawf uIll%40 a of oil 0—Ill www+ .. i 14 JJJW IRM(p The Paid refry of In. /ors, parr has la,.w la .N hie heal and ref Iia dao aid V~ INI 4-ol wN1I1 M!cal.d Pond rq/Ike N+rMeo �yoJ• , F4 ter•= ,r. --_^'��. 'idVlan 1t. iLlii' MN."re Tna m aTaT11 O/ /LCaIID�. ,1 t10LM" CITD11Di t H1:fltlr "LRLN Or o.. mil ar,, tr'er. +r, .. cKwit avis o ilismi Ia Ili Of Late NlrfYxl ora n ,1R C:o.lrrr A:W*wlo M U/e Vreawky r.r sir lu4r .IWrt. HOWARD K. 6CHARI.IN, as TTastee. u m Yaws M IM P.;&§ torn.. a me wr f.n..r'a x.aw •.+N ..J GLI rho.•ts�awl i Whet a• Jia, be awt.11i 1M .rs.. LWITHS14 ow Md mad daoll Rest i• +4 C.•.w cna 1u.. lar ,la. a„ nS :Bili 1`a. ch 11 �apaCAtATr A. D It If. f r a T a / !�•% `fit 0{ o.+. t 1 nlor Pon ui3� n 041 wurN utY. a4, 7'hti /aatrinarnJ�lrptaa/hy: r/06i1`H BLON6KY, 980. +IINI an solo Ilio ! �� T;f' Keleher, 11100l'rl alfa L.aha11tts AWAN 1369 S. W. AM Avenue Miami, FI -MISS 11-11M, J 01_ 0 012 515 03; 11in1 IHL 16:10 FAX 303 653 2323 REISS SER0741 & HELFM:IN loaf •! foil 31 85R30i014 Owl P-ope4d 6, Pnf A. Ilcfnlr eke caq. n[MOa11iaa AWN Ma•■.r► Y pill 1265Th 493 am& "am Males 611"n«o lee« -vales stn It 11� 1 s/ 21hp♦o0. awes roh 23 da► of Reptombea• .0411 61Mw JOW a. TUPAMP. Indivtduelly and JOHN N. MUM True•oe 64 Ile Ceres M ease 1116061 FLORIDA 1"Mr, W 1000 WCRRLL, LTb. .laces N+elke apesa H One lisaayna Tower, 2 6. liscay"o Blvd.. 112600, Meet, Florida 33:91 III oil tr.W M OMDt . 14416 N FLORIDA e.o,ra•. IMbOdWo. tial ,p0 e•oa1Q, for oro n twMrof.n if a.. W. of --••.-r.—.•-------.•-•+------- "M AM NOAA0 (010.001---------•rerr•-a....................... gena,.. sold oft qwd v4 .reside 49oodregr. 16 1616 91a•av a MN Mare a, Wil 1.40164, M .Ilta.M ~W .. oso,at �Im eMMd. bate me W We r As *4 MtMsic oM 9,9oW,i ha.•,.M owr'1 4w -v. e• loll s1e • NAlt. MO tad MIN It RADE Cel" 0141-0e. to.,. Lot 1 and Rest 40 feet of Lot 0 in Bleak 06. of 00V'rk CITY or MIaNI, sceording to the Plat thereof raoordad in Plat look 't', at Page Il of the 6ublic Records of Dada County, Florida FUjj C4' To Restrictions, imitations, assorento of recird and -.nxeo for the year 1905 and subsequent years. The eUbject property 10 AOt the homestead or 10hN D. TURNER as JORN D. TURNER re0ldea at 13711 S. W. 99 Court. Mianu, Dads county, rlorisa 11174. o•W ,aW Freie o"S he."? I,.gf .o•url M. file w ...d wed, IIr4 +dl 1141...4 n. .0.. 1,..1y-,18.8.4 0441 at...,•l rl.a/,MWM. 1...m ' "Gronlr" ow-WonNe" art .t.010. OAQW-01 o, 01.801 e. tonin• •et.,,. in moNhnwf. Gown -at has h~ia a, wo 1 EC MI 7.0 Vol- 1'll aav .cries IVOMA *KM *Ad d..waNw 1 a.- prowM1 res i7 '1.G.µ..• ....� /r n V _.ueTIY— �Jtall rawM Trustee � •fMA Ran 11 OF 10AM0► w o16u, duly ausli6■0 w rote Nh,Iewledearot 0a,0tolb oswnid JIM. dually and JMM S. TURNER, Trustee on • Woo ti and .1w a..rW 1h, 1e^9«Y •ftd,~1 err( .d.r.1.0v,t t.1■•t ,a .M• Cw.b o+ sin. {1611 ofe4ow lei• CA.1 septel!Ibwr 119 �i„r w ETATS OF MKIRA AT kip" folik as � .16 �.aM,� o so 0.16 r rmoo am ler►yra...�a■.■ ��F.s011 / am 004 sit' » 7 01- 515 X15 / 17 101 THU 16:14 FAX 9r,s 831 2323 AEI S,� SERuT.i & HUT-NAN POMUl IY! IDWIAS IL KAVIFIAU, I:IQU1W. 1 Jr.)VTItl'A-,,i l.0 At •':� MIAMI. rwiffo%. .-0 tit • DEED 11485 Y '1425 YMttl I110£14TURe, Wade thlr; % day of ^.., 1992 by and bat»en 300:7 MRICKvI..., INC., a rloriCla corporation. party of the first pert, and 1000 LTV.. a Florida :1mitud partnership, C/o :he Allen ►torr is Company, 3000 OcirYe11 Avenue, Mullis ►L 77131, lyrty of the avoond port NITIIHdberll I Mint the said pasty of Lie fiz%i part for va)vcble eoadweration to it in hand Pcid ny rhn roperel r►7rty, r!f^ roe*4pt vheren! :a nCrCby arltnoal.,A;a• , ►•.^7 ran:rrt', rjrgq;n�•1 .+nn �•.�11 to the said lvTty of the weand Fart, it, neira, sucQesatire dnd cal+ns forever, the land Situate, lying and bring .n Chit County Of Dade in the itato of FICCIda reCCCibeA on r:x'Itbit 'n" annextd Mreee. W �I in And the said party ar the first Fort noes hereby !ally vsrrant title to said land and t4l. dsfold tnc xstne against the lellfOl claims of all persons vhotnsover. 3N NiTI0CA9 WHaRCCr, the Skid party of the first part hes Caused those Faspents to be afgned in its none by its ptoper officers and its oorperate seal to Ga art ixed, attested 4` i re' ••,, 7 0eeretsry, the day and year first aoove wrltten. y`rf'' �R ! y-wi t►�O 1000 SRICKCT.Lr INC. 7 c+ ~! a '� p fie: • rskA sitdeint 4?g117 a. �jQ►1 7 i9AL�D i DC ERSD in the pceavnee of us t �.... �o.u.wa •ue»aexss e7a1«r r. ,r etc, ne.e t r..crr� r O 07- p'Mf'1 Or 11LlRI7J► ► COUNTY (W DADC 1 1 8911981 CERTIFY that an this easy of ,TUA/E , 19b2 befars ar Personally appeared 1.. 4L6CN ► 6 and oA 11111119, of� IIIIIRLIiX aOld 01. 515 OVA7.01 TWI 18:17 F.l3 303 bad 22.1;3 hEISS SEhtrfA & RELF.4.Ct ®015 6 11486 'I4a t. Lilo prsstdeot and secretary, respectively. CL 1040 aR1ChCt.t., riG.. a 1lorids aerperation. to me xnaan to tw the person wt -v •M ad Lha tOttsdalnf instrunent IS swah office%• and severally e•wledg0 00 esvaution thareot CO be thele free set std doee ss •yah, ot`tleare for the uses end putpuses thar.otn ne.1tion.a, .nu that they affixed thereto the efflcial seal of #aid enrparatlon end that said instrument is the act and deed or.. sole mrporscion. WTH9OP mrs. Sun Of fi.01t:2A,00 Rthe e 0 �Cy.Ler lastAafore d C i�,•1r/� stall bT re liteq O! PSorila At Larts •' •n..MANuM� 01. 50 uS 17, JI 'PH(' .d:.;7 FAX 1u3 533 2321 WEISS SF.Rr?TA A HELPNA\ r- �..��. i, 1 14tZ ,146 "Y.Y18I1 ^ke dost 20 ►dot of Lots Z and 3. all of Lotn 4, S. 6. 7, 8 and 0. Slook j, City Cd Mlanl loutb. Plot sash. e: 'e;,t tis A?4r toot 9D. 1tlenk j, Nris of klartl "oth. ol..> M2 Lots 6, E, 71 9, 16, the "at 29 tate of tht .tact 15 act OL L-ot 16, all at Lots 1'I std 20, lj,FLSjj,91 hook "A" at Page 417 M , City Of Nior • Eouti:. Fier Iota 6 end 1, and Lot t lrsa that portion tnerecf dedicated to the City of MLMai, a Mwnietpa, c;arporation, for `IH: -Dock' , gjd the Weft 7S toot Of Lur 9, end an andivillfa onP-half (1/)1 interest in Let 9 leas the Wet 75 feet thereof, clock 72, south city of "tool, Plat Doak -s° at rose 41, AU All of 1000 sr:oksll, 1nc,'s interest in tt.rt cettairs 19 year- lease earlease dated June 1, 195: between Opal s. Neumann, Lessor and Franklin soslty Co.. [seese, as recorded ;n OR 902k 3604, Pale 12• and svdlflad by Addenda to the Leese recorded In OR look 4016 at Page 491, as per tie hsstyn,nent of Lesat recorded in dR book 661, Page 447 and A@@uMytlon byy Aaalgnee r4cerded in OP gook 6611, Page. 443, Dads County, rior!da, said Aenioee Property legally dssarib@d as, The North one-half 11/11 a( Lot Two, lead :he .vest 5C toot thereof, and a34 of Cot Phrve, less "he Wass SC feet thereof, in Block 72 Youth. City of Miaf11, avoordln6 t0 the PIAT -W9 -AZT, as recorded in Plat Book afa et Pa @ 41 of the Public ReeorAa Of DAdC C9u6Ly, ►lorids, 110 Lot@ 1 anal 1 lose the Nest five 151 feet tnersof a^ etatnte doedeG to the city of Niant for right-ci-way purposes and less the Mouth 11 Cost of Lot 1 lass the Neat 45 :set and 'Baa allioiif Lot 2 and lees that portion of Lot 1 dedicated to TWrCity of kunit @ Muniolpal Corporation, for 'mir-l-perk". ^1, City of Mlaali as regarded in Plat soak •Y" at Page 41 0 o Pu olio Records of Dad@ county, vlarldar AND The south 60 toot of Lots 1, 2 and 1nil trio North. 5C •eo4 of Lots 23 atd 24, and all at Lot S. {, 7,&Fand the Nott.h 302 toot of Lot 9 SO oil of Lots 17 and /e, 1ju 44. City of 1418111 south, flat YDok •b' at Page 41, LD Lots 7, 13, it. 23, 16 and /9, and tris Neat IOC feet of Lots SO , 11 ala 12, all inl�gok 66, City o: Miami scuth, as record+d In Plat fuck 'la at ►egg , t7ade Covnty, rlorlds. All OC 1000 11CLgksll, Inc.'s interest it that certain :.ease - Parobsee AgCeeln@nt betwaoh Mottle Carter, Lessor, ora 1000 aeickall, tne., Lessee, dated A,iguat 1, 1977 as regarded in Ofllolal Reseads book :764, Page {17 vt tris GfEicjal Reaocda of D@oe County, florlde, said asalsod propbrty le9alty dracrued sac A11 of Got 4 and Lot S leas the Met 1) ►set, aloes de, City of Misai Beath, a@ recorded in Plat 6047 --*T it Page 410 Dade County, Plot ida. AND Lot 12, 1100* 104 6outh, City ex Miami, Plat Book •a• at Pape subjost to conditions, restrictlona, 11@:tAtIOne, toed e�pllt-0l-Hoye and easeeisnes of record, :ening ordinances ares real eetata.talee for W yoor 1.992 and OWWKusnt year@. ffi1e ooeVeyang@ is 6 iVen in connection with the dlseclut ion and 114uldstle@ of the grantor. mom a am own 11, D014AN U1 - 51.5