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HomeMy WebLinkAboutR-89-0585a--89-420 4/27/89 r] RESOLUTION NO. $`9--758 5 A RESOLUTION AMENDING A PREVIOUSLY APPROVED DEVELOPMENT ORDER AND MAJOR USE SPECIAL PERMIT (RESOLUTION 88-1095; OCTOBER 24, 1985), FOR THE 1111 BRICKELL AVENUE PROJECT, AT APPROXIMATELY 1111 BRICKELL AVENUE, A DEVELOPMENT OF REGIONAL IMPACT, PURSUANT TO CHAPTER 080, F.S,, AND MAJOR USE PURSUANT TO ZONING ORDINANCE 9500, BY AMENDING FINDINGS OF FACT TO REFERENCE THE AMENDED MAJOR USE SPECIAL PERMIT; THE DEVELOPMENT CONDITION BY ADDING ADDITIONAL DEVELOPMENT OF APPROXIMATELY 82,072 GROSS SQUARE FEET OF RETAIL USE, AND 173,500 GROSS SQUARE FEET (256 ROOMS) OF HOTEL USE, 104 PARKING SPACES AND 32,748 GROSS SQUARE FEET OF LOADING AREA (3 TRUCK BAYS) AND DELETING 78,981 GROSS SQUARE FEET OF OFFICE USE AND 60,983 GROSS SQUARE FEET OF PARKING USE AND CHANGING THE TOTAL GROSS BUILDING FLOOR AREA OF THE PROJECT FROM 1,427,846 TO 1,588,000 GROSS SQUARE FEET; CONDITIONS 10;AND 11 TO PROVIDE FOR TRAFFIC MITIGATION ALTERNATIVES; CONDITION 12 TO MOVE THE DEVELOPER'S TRIGGER DATE FOR THE METROMOVER BRICKELL EXTENSION TO 1998; BY DELETING EXISTING CONDITION 14 AND REPLACING IT WITH A NEW CONDITION 14 REQUIRING CONFORMITY TO THE STATE OF FLORIDA ENERGY EFFICIENCY CODE; BY DELETING EXISTING CONDITION 18 AND REPLACING IT WITH NEW CONDITION 18 PROVIDING PROTECTION AGAINST DOWN -ZONING UNTIL JANUARY 1, 1995; BY DELETING EXISTING CONDITION 19 PERTAINING TO A CROSS -ACCESS AGREEMENT AND REPLACING IT WITH A DEADLINE FOR THE COMMENCEMENT OF PHYSICAL DEVELOPMENT 24 MONTHS FROM THE EFFECTIVE DATE; BY AMENDING CONDITIONS 20 AND 24 TO CHANGE THE DEADLINES; BY DELETING CONDITION 28 IN ITS ENTIRETY AND SUBSTITUTING A NEW CONDITION 28 AS A REFERENCE PARAGRAPH AND CHANGING THE TIMELINE (FIGURE 1) PURSUANT TO THESE AMENDMENTS; BY MAKING EDITORIAL CHANGES IN EXISTING CONDITIONS 27, 28, AND 29; FINDING AND CONFIRMING THAT THESE CHANGES DO NOT CONSTITUTE SUBSTANTIAL DEVIATIONS PURSUANT TO CHAPTER 380. F.S., AND THAT THE PROPOSED ADDITIONAL HOTEL AND RETAIL DEVELOPMENT IS TO BE DEDUCTED FROM INCREMENT I OF THE DOWNTOWN MIAMI DEVELOPMENT OF REGIONAL IMPACT DEVELOPMENT ORDERS (RESOLUTIONS 87-1148 AND 87-1149; DECEMBER 10, 1987), AND INCORPORATING THESE FINDINGS IN CONCLUSIONS OF LAW, DIRECTING THE CITY CLERK TO SEND COPIES OF THIS RESOLUTION TO AFFECTED AGENCIES AND THE DEVELOPERS; AND CONTAINING AN EFFECTIVE DATE. WHEREAS, by Resolution 85-1095, Ootober 24, 1985, the City F Commission issued a Development. Order and Major Use- Speoial CITY COMMISSION MEETING OF Ms, v _.-w_................. _.,.:..,.,.ate::. 1 Permit for the 111L briekell Project, located at 11i1 isrIckell Avenue, a Development of Regional impact, pursuant to Chapter , 880. F.S., and Major Use pursuant to Zoning Ordinance 98004 and _ WHEMS, the applicant, 1111 Briokel.l Associates Limited, a Florida Limited Partnership, now desires to change the intensity and timing of the Project and consequently desires to amend the previously issued Development Order; and a WHEREAS, by Resolution 88-883; September 27, 1988, the City Commission authorized the City Manager to exoute a Pre= Development Agreement, a three --party agreement between the Florida Department of Community Affairs, 1111 Briokell Associates Limited and the City of Miami dated November 28, 1988, which described the procedures to be followed to effectuate these amendments without committing the parties to any prior agreement ,j on the substance of the amendments; and !� WHEREAS, on February 2, 1989, the applicant filed "Notification of a Proposed Change to a Previously Approved Development of Regional Impact (DRI) Subsection 380.08(19), Florida Statutes" with the Florida Department of Community Affairs, the South Florida Regional Planning Council and the City of Miami; and WHEREAS, on March 18, 1989, the applicant applied for an amendment to the previously -issued Development Order; Major Use Special Permit and a reservation of development credits pursuant to the City of Miami Downtown DRI; and WHEREAS, the proposed amendments to the project phasing schedule to provide for a single phase project commencing in June, 1990, and completing in December, 1992, is not presumed to constitute a substantial deviation under Section 380.06(19), however, the increased development intensity through the addition of a hotel and additional retail square footage constitutes a substantial deviation requiring additional DRI review and such V1299AS, the Riami Planning Advisory Board at its meeting of April 19, 1989, Item No 1, following an advertised hearing, adopted Aesblution No. PAB 18=89, April 12, 1989, by a 9 to 0 votef ABCOMMENDING APPROVAL of the application for amendment; and VAIMW , on May 25, 1989, the City Commission held an advertised public hearing to consider this application for amendment and whether it constituted a substantial deviation under Chapter 380, Florida Statutes; and WHEREAS, the City Commission considers this resolution to be in the best interest of the citizens of the City of Miami; 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 pertaining to substantial deviation as Conclusions of Law are hereby approved, confirmed, and adopted by reference hereto and incorporated herein as if fully set forth in this section. Section 2. Exhibit A of Resolution 88-1098; the Development Order and Major Use Special Permit for the 1111 Briokell Project is hereby amended in the following respects:�� "FINDINGS OF FACT WITH MODIFICATIONS Developer: The development proposed t,t2T,8t8 1.886.000 square feet,of-floor area, comprised of the following elements as specified by the applicant in the Application for Development Approval and "Notification of Proposed Change to a Previously Approved Development of Regional Impact." f s 0 . • • RER IF - • tR • i i • i A � • • 11 � i i i , 02% i • - WIDII i - i • • i •• • 1 1 * - V • \•1• 1 f 1• f •• 1 • f 1 Open Space OIL roofs tt,808 gof Offtoe Uses ' .. The project is also subject to the applicable provisions and procedures of the City of Miami and development plans submitted by Notm Pedersen Fox , Murphy/Jahn. sheets T-1. C-1. A1.1-A1.5. A2.1-A2.4 and A3.1A3.1, dat�February27198927. 1969. The development as proposed does not unreasonably interfere with the achievement of the objectives of state land development guidelines, or plans applicable - to the City of Miami. The development as proposed is consistent with local subdivision and platting requirements The development as proposed -is consistent with the summary and reoommendations contained in the "Development of Regional Impact Assessment for 1.111, Briokell Office Development" No. 63.09, dated July, - 1988 preparedby''the Routh Florida Regional -Planning Council. 77 k�— yy The project, as defined immediately ab�e, meets the requirement9 for the issuanoe of a Development Order pertaining to a Development of Regional impact as required under F.S. 380.08, Issuance of this Major requirements of Ordinance the city of Miami. 'Use Special Permit meets the 9800, the Zoning Ordinance of The Applicant, its successors, and/or assigns jointly or severably will: 10. Prior to issuance of certificates of occupancy for more than 480,000 gross square feet on -site, signalize the Briokell Avenue/S.E. 12 Street intersection with an interconnect to the Briokell Avenue/SE 12th Terraoe/SE 13th Street signal; or provide funds, bonds, or a letter of credit in the amount of $70,000 (1988 dollars) to the City for this signalization:- or inoluelDn in Condition 11. 11. Prior to issuance of certificates of occupancy for more than 450,000 gross square feet on -site, provide funds, bonds, or a letter of credit for $12,000 for construction of other transportation improvements or mitigation of traffic impaotg to be determined by the City in the traffic impact area, as shown in Exhibit 4 (DRI assessment, page 70). 12. Prior to issuance of Certificates of Occupancy for more than 450,000 gross square feet on -site, enter into an agreement with the County to fund, bond, or provide a letter of credit in an amount not to exceed $167,500 (1988 dollars) to the County annually for oonstruotion.of the _Briokell leg of Metromover Stage II. This amount may be adjusted annually to reflect payoff of the bonds or other financial obligations incurred for Metromover Stage II construction according to terms specified in the agreement in a manner similar to adjustments currently made annually for the Downtown Miami Special Taxing District for the Peoplemover. If construction of the Briokell leg of Metromover Stage II has not begun by January 1, 1002, 1995, all funds provided to the County — t pursuant to this oondition, plus interest, are to revert to the by March — applicant 1, 1992, logs. Otherwise, the requirements of this condition will ' terminate when all bonds for the Briokell leg of - Metromover Stage II construction have been retired. In the event that a special taxing district for funding the Briokell leg of Metromover Stage 11 is established by a local ordinance, the payment requirements of the speoial -_. taxing district shall superoede the requirements ' of this condition, and any payments of funds to the County shall be credited against the special - taxing district assessments. r; ,: II • • It t t , � : • • � i f � 1 � t • t 7� 20. Prior to January 1, t988 1992, restripe SW 8th Street from SW 2nd Avenue to SW 3rd Avenue to provide one additional through lane. THE CITY SHALL: 24. Slay Provtde bftab the effeotiveness of the Development Order shatt be sba2ed and no further development permits thereunder shall be granted, until suoh time as an Amended ADA, providing updated information, is submitted to the Counoil, City, and State and an Amended Development Order issued, if Condition 12 has not been met within three (3) years of the effeotive date of this Amended Development Order or if oonstruotion of the Briokell leg of Metromover State II has not begun by January 1, 1992, 1998. If this condition is triggered by events outside the oontrol of the Applioant, the soope of the Amended ADA and the review thereof shall be limited to air quality and transportation information, impaots and issues. Air quality and transportation information in the amended ADA shall be in the format speoified in i _ � V a Exhibit a (DRI Assessment, page 74) or, at the Option of the Council, another format may be specified. Should the Development Order be stayed pursuant to this condition, nothing herein shall be construed to limit Condition 27 below that this Development Order runs with the land, and its terms and conditions are binding on the Applicant, its successors, and/or assigns. 27. Require recordation of the Amended 1111 Briokell Development Order with the Clerk, Dade County Circuit Court, within 30 days of the effective date of the development order, pursuant to Section 380.06(14)(d), Florida Statutes (1984). specifying that the Development Order runs with the land and is binding on the Applioant, its successors, and/or assigns, jointly or severally, and shall include the following: a. That the City Commission of the City of Miami, Florida, has issued an Amended Development Order for the 1111 Briokell Project, a Development of Regional Impact located at 1111 Briokell Avenue. b. That the developer of the 1111 Briokell Project is 1111 Briokell Associates. Wtth } o. That the Amended Development Order with any modifications may be examined in the City Clerk's Offices, 3500 Pan American Drive, Dinner Key, Miami, FL 33131. d. That the Amended Development Order constitutes a land development regulation applicable to the property; that the conditions contained in this Development Order shall run with the land and bind all successors in interest; it being understood that recording of this notice shall not constitute a lien, oloud or encumbrance on real property, nor actual nor constructive notice of any of the same. This development order shall be considered null and void by beo mber Of 1092, January of 1998, unless actual construction work excluding grading or excavating, is substantially underway on that date. 28. Work with the applicant to Participation and Employment within ninety (90) days of Amended Development Order. prepare a Minority Plan to be submitted the issuance of this 99. Mork with the applicant to develop a Minority Contraotors/Subcontractors Participation Plan to be submitted within ninety (90) days of the issuance of this Amended Development Order. CONCLUSIONS OF LAW The 1111 Briokell Project, proposed by 1111 Briokell Associates, complies with the Miami Comprehensive Neighborhood Plan, is consistent with the orderly development and goals of the City of Miami, and complies with local land development regulations. 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; and The proposed development is generally consistent with the Report and Recommendations of the South Florida Regional Planning Council and does not unreasonably interfere with any of the considerations and objectives set forth in Chapter 380, Florida Statutes. Changes in the project which do not exceed development parameters set forth in the Application for Development Approval and Report and Recommendation of the Regional Planning Council shall not constitute a substantial deviation; under chapter 380 Florida Statutes, notwithstanding City zoning approvals which may be required. The phasing schedule changes and textual changes to the nriginal 1111 Briokell Avenue DRI development order set forth herein do not constitute a substantial deviation. s s s Section 3. The proposed additional hotel and retail development is to be deducted from Increment I of the Downtown - Miami Development of Regional Impact Development Orders (Resolution 87-1148 and 1149; December 10, 1987). Section 4. This Resolution shall be transmitted to Debbie Orshefsky; Greenberg, Traurig, Hoffman, Lipoff, Rosen and Quentel, 800 East Broward Boulevard, Suite 1350, Fort Lauderdale, FL 33394; Jack Osterholt, Executive Director, South Florida Regional Planning Council, 3440 Hollywood Boulevard, Suite 140, Hollywood, Florida 33021, and Thomas Pelham, Secretary, Florida Department of Community Affairs, Tallahassee, Florida 32399. Section S. This Resolution immediately upon its adoption pursuant to Law. 'm^ i PAS99D AND 22nd �a of June _. _.... V199 L. SUA MAYO A _ S MA TY EIRAI, CITY CLERK PREPARED AND APPROVED BY: J L E. MAXWELL IEF ASSISTANT ITY ATTORNEY APPROVED AS TO FORM AND CORRECTNESS: JO E FE ANDEZ CI ATTORN _ JEN/db/N1030 ' - . �� ✓' �..> =r?,= n� � � ry ,r.� � a 7��"If"F.,._-�'#„'x v'sz'��'.iib"i�.�-rr `k�Ps�� a {� acnr ia�•ir Q F� § e 17 Cit y - tit Matifigef Q »CNr rr•.Cn Q 0 June 30, 1989 Mir. Thomas Pelham, Secretary Florida Department of Community Affairs 2740 Centerview Road Tallahassee, FL 32399 Dear Mr. Pelham: Enclosed herein please find a certified copy of Resolution Nos. 89-585 and 89-856 which were passed and adopted by the City of Miami Commission at its meeting held on June 22, 1989, and which is self-explanatory. On behalf of the City of Miami, thank you for your attention. V truly yours, Matty Hirai City Clerk MH:vg Enc. a/s a OFFICE OF THE CITY CLERK/City Hall/3500 Pan American Drive/P.O.Box 330708/Miami, Florida 33233-0708/(305) 579-W5 r e {y t 77 ; vt ?: k. iXi bar J 55 �4 f T. Y ! �t F� J. t �+ — _ LAW OPPICES st` GIRU NB RG. TRAURI6, HCIPrMAN. Upor1`, RostN 81 OUtNti:L, P.A. 1221 OPICKtLL AVENUE MIAMI, FLOIRIDA S13131 9ROWAND Otr10E MIAMI (305) S79.0500 • 8*0WARD (305) 523.811I WESr BALM SEACH oir16E 500 EAST OgOWARD BOULEVARD TELEk 80.3124 100 AUSrPALIAN AVENUE SUIrt 1350 TtLECOPY (305) 579.0717 SUITE POI FOkt LAUDERDALE. rLOR1DA 33394 WEST PALM BtACM, rLOPIDA 33406 (305)765.0500 (Idol) 663-elem rtLEC00r (305) 765.1477 TELECOPr (407, $53-1b441 ALSt11t D. OUtNTEL PLILASt /Iti+L'(' TC: SSO - o 1iSO'S MIAMI OF*'ICt ttLEK 60.3124 TELECOPY (3015) 579.0717 Debbie M. Orshefsky, Esquire Greenberg, Traurig, Hoffman, Lipoff, Rosen & Quentel, P.A. 500 East Broward Boulevard Ft. Lauderdale, Florida 33394 1111 Brickell DRI I am sending you with this letter a copy of the sheet entitled "Ownership Breakdown 1111 Brickell Avenue DRI," compiled last night after I talked to Norman Zucker and 39 copies of which I were delivered to Lori at the City Manager's Office at 9:30 this ' morning. Lori told me that she would take them to the print shop — to be attached in the proper place in the agenda kits. 1 Sincerely, l I ALBERT D. QUENTEL ,t ADQ/ j t T. enc . x �3 cc: Mr. Norman P. Zucker - Dianne Greenberg, Esquire _ w/copy of enclosure Submitted into the public t record in connection with z item z-_ on s Matty Hirai ' City Clerk -f I tall 89-'S8 rfK f a f A f L 3 r ?. <,v S OWNERSHIP BREAKDOWN 1111 BRICK= AVENUE DRI MM. Worms & Cie is a partnership in France, formed in 1848. There are four Managing partners, all citizens and residents of Frances Jean Philipe Thierry, Nicholas Clive Worms, Claude Pierre 9rossolette and Claude Janssen, MM. Worms & Cie, or the Worms Group, is engaged through subsidiaries, some of which are listed on the Paris Stock Exchange, in various financial servi- ces, insurance (including the second largest non -government owned insurance company in France), transportation (shipping of various specialized and general cargos and marine services), interna- tional trading, manufacturing, real estate, and banking. The Group owns Worms & Co. Inc., a Delaware corporation. Worms & Co. Inc. owns 1111 Brickell Corporation, a Delaware corporation, and W.R. Brickell Corporation, a Delaware corporation. Together they are the general partners of 1111 Brickell Partners Limited, a Florida limited partnership. 1111 Brickell Corporation is the general partner of W.R. Development Partnership, Limited, a New Jersey limited partnership. W.R. Development Partnership, Limited and 1111 Brickell Partners Limited, a Florida limited partnership, are the only partners of W.R. Bayshore Associates, a Florida general partnership. W.R. Bayshore Associates is the general partner of 1111 Brickell Associates Limited, a Florida limited partnership, which is the owner of the property. Pertinent data on each of the above entities is as follows: MM. Worms & Cie, 45 Boulevard Haussmann, 75009 Paris, France. Sharehol ers (100% Managing Partners) are the above - named four individuals. Worms & Co. Inc., 900 Third Avenue, 28th Floor, New York, New York 10022. Officers: Irma Morales, President and Treasurer; Georgette Miller, Secretary. Shareholder (100t): MR. Worms & Cie. 1111 Brickell Corporation, 900 Third Avenue, 28th Floor, New York, New York 10022. Officers: Irma Morales, President and Treasurer; Georgette Miller, Secretary. Shareholder (100%): Worms & Co. Inc. W.R. Brickell Corporation, 900 Third Avenue, 28th Floor, New York, New York 10022. Officers: Irma Morales, President and Treasurer; Georgette Miller, Secretary. Shareholder (100%): Worms & Co. Inc. W.R. Development Partnership, Limited, 900 Third Avenue, =_ 28th Floor, New York, New York 10022, has no officers in and of itself. Shareholder (100% General Partner): 1111 Brickell — Corporation. W.R. Bayshore Associates, 900 Third Avenue, 28th Floor, New York, New York 10022, has no officers in and of itself. -Share- - holders (100% General Partners): W.R. Development Partnership, Limited, and 1111 Brickell Partners Limited. 1111 Brickell Associates Limited, 900 Third Avenue, 28th Floor, New York, New York 10022, has no officers' in and of y itself. Shareholder (100% GeneralPartner): W.R. Bayshore . Associates, ubmitted into the public ' "1 .. record in connection with 1 Item oPZ-S ----..�,. on Z , 2 lWatty Hire, s rwx ri '€ city Gj0 irk 8 i a � i Nw AD) M1449 STATE OF NEW YORK )SS: cOUNTY OF NEW YORK ) BEFORE HE the undersigned authority, personally appeared Isaac R. Souede ( the "Af f iant") , who being first duly sworn upon oath, deposes and says as follows: 1. My name is Isaac Robert Souede i am the Executive V.P. of WORMS & CO. INC. , and am duly autho- rized to make this Affidavit, 2. With regard to the ownership Breakdown for the 1Y11 Brickell Avenue bRI, the individual, ultimate beneficial owners of the limited partnership interest in 1111 Bricker. Associates Limited, a Florida limited partnership (the "Partnership"), include no person owning 5% or greater interest in the Partner- ship, either directly or indirectly. 44A Isaac.R. Souede 1 i before me this day of. June, SWORN TO and �SUB$,�RIB� by No Pu ic, State of New Xoxk My commission Expires: X"my hWic, S eof �New York [NOTARIAL SEAL J _ ONdlioete Hied !� New York Ooamnialorr Expires Mey 8/.1 Submitted into th x e .public Y record in connection;x �} s , - Val a s iifpi #'tk �,x '�� May att �y � City_'Glerk 3t z z ;k x LRd I PZ Revised 5/30/89 PLANNING FACT SHEET APPLICANT Debbie M. Orshefsky, Esquire _ Greenberg, Traurig, Hoffman, Lipoff, Rosen and Quentel, P.A., Attorney/Authorized Agent for: 1111 Brickell Associates Limited, a Florida Limited Partnership March 16, 1989 PETITIONI 1. APPROXIMATELY 1111 BRICKELL AVENUE Lots 19 and 20 Block 104 S AMENDED MAP OF BRICKELL'S ADDITION TO .THE MAP OF MIAMI (8-113) P.R.D.C.. and TRACT A KELL SHORE TOWER 122-25) P.R.D.C. BRIC ( Consideration of amending a previously, approved Development Order and Major Use Special -Permit y (Resolution 85-1095; • October :24, 1985) , : the: 1111 ' Brickell_ Avenue Project, approximately 1111 . Brickell Avenue, a Development of Regional Impact pursuantto Chapter 380. F.S.,; and.:Major Use pursuant to Zoning Ordinance -1500, by amending Findings of Fact to reference.,:the amended Major Use Special Permit; the } Development Condition by adding, additional development of approximately 62,072 gross square feet of retail use, and 173,500 gross square feet (256 rooms) of hotel use, 104 parking spaces and 32,746 gross sqquare feet of loading area (3 truck -bays) and deleting 78,981.gross ' square feet of .office use and 60,98.3 .gross' square feet- of parking use . and changing ::the total gross building floor:area -.of;the,project. k_ from 1,427,646-to 1,556,000 gross.square:feet; n Conditions_, O and 11 to provide traffic mitigation alternatives Condition 12 to-move,the developer's trigger .. date .1. for .,.thd.: Metromoyer xh3 Brickell Extension: to 1995; by: deleting= exist Condition,-. 14 and replacing Condition 14, requiring conformity ao�tite S#ate td {f of. Florida : Energy -Efficiency=,Code;, -by, a r existing Condition ; 18 , I ad 0g and,, rep.a i t ;.4vi th` 11e ry=4 ; a :,Condition::18 providing -pratect�ot1 ;:e9a�ns,#� doy �xg �, s x 1' Y q hint 11rMRx ; tiJJTTrr _�. r$itlr53i f t ,eatY'ir §` r zoning until January 1, 1995; by deleting existing Condition 19, pertaining to a cross - access agreement and replacing it with a deadline for the commencement of physical development 18 months from the effective date; by amending Conditions 20 and 24 to change the deadlines; by deleting Condition 26 in its entirety and substituting a new Condition 26 as a reference paragraph and changing the time line (Figure 1) pursuant to these amendments; by _ making editorial- changes in existing Conditions 27, 28, and 29; finding and confirming that these changes do not constitute substantial deviations pursuant to Chapter•380. F.S., and that the proposed additional hotel and retail development is to be deducted from Increment ,I of the Downtown Miami, Development of Regional,.",. —,- Impact Development Orders (Resolutions 87-1148 and 87-1149; December: 10; 1987) and incorporating these findings .in Conclusions of Law. REQUEST To approve amendments. to .the 1111 Brickel,l Avenue project which would a). increase the, - intensity of the project: and b) extend the time -ts frame to the.period 1990-1995., BACKGROUND: The 1111 Brickell Avenue project was originally approved in 1985, through the issuance of. a,,', Development Order and Major Use Special Permit. Owing to market conditions the project was never started. The developers now propose to revise the project and amend the Development Order and Major Use Special Permit, By Resolution 88-853; September. 27, 1988, the City Commission approved a Pre -Development Agreement, which was subsequently executed,:by the City, the developers and , the :,:Florida Department of Community Affairs on November.-28, - 1988. This agreement laid out the procedure'now .n being followed. �S i The applicant gave a formal notice-. of'.,. '"*r intention,to amend on February 2; 1989, with,,the CitySouth Florida Regional :Planning Council``¢ and Florida.•Oepartment of',Community Affairs ,` k filed an app.l i.cat i on on Ma.reh 16 addition ,to thew appl,cattan, and , jt backup, applicant. has supplied traffic studies (2), an Air Quality Study :and a _market : �tudy.s"a _ 47 Y' 4p s j „ Itemii -- • ANALYSIS The principal changes proposed to the previously, approved project are as follows: 1 2 3 Approved Now Net. Before Proposed Chan e (GSF)(GSF)_ Office 789,781 710,800 ( 78,981)' Retail 55,928 118,000 62,072 (inc. Palm C.) Hotel ------- 173500 173,500 Parking 575,683 514:700 ( 60,983) Loading 6,254 39,000 32 746 1,427,646 1,556,000 the previously approved Development Order. and -_ Major Use .Spec-ial Permit (the first column in the table above) have been assigned into the data base of the Downtown Miami Development ,of Regional Impact Development Order. ...; The additional increments now proposed '(the,retail and hotel use in the third column of'the table' above) will be charged against,, and development credits must. be reserved from, Increment 1.of the Downtown Miami DRI Development Order. All of the potential impacts: caused by .•this: project have been analyzed in the original­ -4 Application for Development- Approval. as. >, supplemented by additiona-1 analysis performed by the applicant in conjunction with'.: this, application for the additional increment; ;} proposed for this project. All project, impacts have been accounted for in either the`data base or Increment I of the Downtown. Miami DRI` Development Order. — Any traffic impacts caused by the incremental addition of retail and hotel use is marginal,•-, the incremental addition of these 'areas is — balanced by the deletion of approximately'79,000 gross square feet of office use. Retail and , hotel uses generate `,day -long traffic; office uses generate peak -hour traffic .which has a - potentially greater impact on the road network.', f , RECOMMENDATIONS PLANNING DEPT. - - - .. Approval r t . •-r t"> PLANNING ADVISORY BOARD At i.ts meetinp of April 12, 1989,- thek:plapning 1 Advisory Board adopted Resolution PAB. 8.Qa by �i a 9 to 0 vote, recomnendi n9 4p eo, of the `above One reply in favor was received by mail, ;q CITY COMMISSION At its,meetina of 26, 1989, the G7ty G0mmissiRn� continued the above to 'it$ mee inq ofR "lONe 32 ; o g PA (1q7 ,, .t a... ."` ' ... << 1, . :• ..,, ...,-" .. .... R 3 . .. .. . . f .. : ...... "' .,.Y'L »... »Yr, �.#'t. Y, ..Tf+..... �T�eR b� _ - •a 9 • ° � tO i (� If 23 2s. 104 22 3 (' s RIND rrr SA YSy \` ° ©R s Y�'• GARQEA S (. P.S. EfES t t C42�BprytS1 pN t r 4eOF • tRAC7,�see 13 A44MA S,`7• ST. �' �•�. �:. ,� 4 , U �? sVedIVIS'pN w �1 00 = a 1 ° 8 2 U $UQ 22 t1! A 8 1 ' AO ' .� A. _ • . PAB 12 APR ' 89 AS - 37 M S• �• NS' Item #1 j e 4 Approx. llll Brickell Avenue'AP -P 9 • ; 7 E ,a �2 :o e� „ so t P i A 1 ,o a a s: F O RESTRI CTED COMMERCIAL'Lu " Ar c� � Ike 1( J OFFICE LAND USE PLAN DESIGNATION yt 10 :{.f y¢Sfi:�1 tS�cf•'•,1S•'�1.•'g1y,�, 1::yh . •f•'••.•;•y;.;}}'''t: YyC'.'?:,�..•...ti{y SYti 1 y SS:'': 4'':•.,r ti �'r:: fy,.e T••ti;•s'i•S','t.1:•;t. f �ti,{•r{{ti�jy . t 't..t'A,•y'��SS �y �f'••C4}�{.' i?; � i � , tti {.{ 1'his {'•' i ' • S,t'�: ''� �` f t: y ySt1',ti'';,SS'SrSY{ 4 S',�� 1 �•: 7 • }.•:}f�y .. t. ifS\ty;;�k:sit••••�S•'� fit• • t'� •f:1t. 11 m Ci SE "" �• 4 PAS 12 APR 189 AS - 37 Item #1 r Approx. 1111 Briakel.l Avenue AP P 9 P 11�y s UL -70 TIER,. cr CO - PAB 12 APR '89 AS - 37 Item #1 Approx. 1111 Brickell Avenue AP-P-9 P-1 I —Aff qlL ;,raj LAW Oroncts GREENSERG. TRAURiG/ HOFrMAN• Upon. ROSEN 81 (�tJENTEL. P. A. dtrrR[r R AORON MA1TMtw s. OORlCN ALSCRT O. OUCNTCL rtwNANDO O. ALOwso DIANNC OR[[MiiRO JO[L atlNsltlN MCLVIN N. awttNstw6 YAwK J. RtllMAN - ce"m L. ALVARit "osent L. GROSSMAN LUIS a[ITto. swD,1rAR0 OrnCc LINDA C. ANDNCW! f�aMtN M. MtaNANO[2 CONlTANCt M. wtOb[R $00 CAST SROWARD SOULCVA110 • SY1TC 1'J(iO bAV10 t..ALRIN K[MNiTM C. MOrrMAN COWARD L. RISTAINO ro*r LAUOCROALG rLORIOA 33304 KtwRl L. !ARlM M11.ARIt SAs! LARwr J. NOrrMAN K[NNtTM S. wOSIMSON (3051 765.05OO MARTIN KALS NICHOLAS ROCIIWCLL TCLCCORr pOSI 7lIS•M17i NORMAN J. SeNroRO DAVID s. KCNIN RAOYCL A. POORlaut! _ LISA.1. lCwDCR LOwf C. K1LStR8 ALA" M. ROLNICK —r MARK O. SLOOM MARTIN S. Rose" MIAMI OrPICe rwANCls i• GOODAN. JR. TIMD,TMr G K1lM wICMARO A. wOs[Msl►uM Ittl S111CKtLL AVC"UC SURT got"" STCVCN J. KRAVIT! &LOCH BURLINOTON STCVCN A. LANOr RONALO M. ROS[NOARTCN MIAMI. MONICA S2I31 •LSCRTO R. CAROCNAS CoNtsTO A. LANtA. DAVID L. ROss TeLtPMONts NANCV !. LAS14 IICNTON V. SANDS MIAMI 43O51 S7s•O5OO J. ►HILLIP CARVCR RCOINALO J. CLTNC ALAN S. LCO[RMAN CART A. sAYL s110wAR0I3O51 SLS•l111 . But M. CON OAOT A. LCVINSON "A"169RO A sCNULMA" TCLtII aO.31L•L OIANC M. CONNIrr NORMA" M. LIPOrr MARLCN0 K. NCLItSOLVIRMAN TCL=OPV (3051 579.0717 OSCAR a. et •A GUARDIA MAROOT C. LIVINGSTON TRISMA D. sINOLta ALSCRT A. �tL CASTILLO CARLOS L. LOUMICT STUART M. BINatw LAN r. OIMOND JUAN P.LLOUMICT MOLLr a. SItOLNICII Was? PALM SCACN OMCC A L" A. MONDUG"CRTr , sauce ILMACOD,NOuaM CANDICL L. STCIM I601 rOOUM PLACe • SYITC 502. LUCIMA . L CIiARLts OP. eboAR, la wwDwcw MN OCL L STOCKCaNSON WCST PALM s[ACM, /LORIOA 33•0I - MCMw. M.IsuCKr) roll _ (A07) 663•6611 wOr W. r0lA66 'CORD, J. MARTIMC=•raAOA DAVID J. TAN[r JT[LCCOPr wos[RT C. GANG (.1071 es3•e••= OCL O. MASCR LAURA M. TMOMAS . ANOufZA JUAN J. MATOL. JR. ROS[aT M. TRAUNIa CAROLL C MARO a. aAwRtTT OUIS aJOMN T. Me. go wpm wICN J. wAL!" sR1AN K. L. MONTeLLO. JR.. JC"OCT Wcm•Oa" - OsRICN JeawD,LO A. WISH ALCIA M. MOwAI[!T " WOLr- CJCrIwtT a1LStSCRT•. sauceM. ALtiN no wICHAwo J. GIUST0 Ru9C40. OwANO TIMOTHY D. WO1rc SOMWARRO[OPLrrrITCO9: LAWOCNCC a000rsKr .. OtsslC M. OwsMc►sKr !M[iLA wotrfOM s. OOLO - STCVAN J. PARDO AOAM s. =IPPCR ALAN , STCVCN C. 0060MAN 04AWS11AL6 R. PASTCPNAC/I March 21, 198 9 STCVCN M. aOLOSMITM J0110C.I. Peace =/►M�11r wogrr lac-901 - :« JOSCPM a. aOLOlTCIN STRON O. PCT[RseN • P CDOcD •r t FEDERAL EXPRESS Mr. Guillermo Olmedillo N _, City of Miami* Planning Department 275 Northwest Second Street •• '� _ Third Floor tiiami , Florida 33128.i N Re 1111_ Brickell Avenue D _� Dear Mr. Olmedillo: Enclosed is a copy of the Application for •a Ma;or Use = Special Permit reserving rights under the City of Miami Down�own DRI and a Notification of Proposed Change to the 1111 Brickell DRI. 1 This document was filed with the Hearing Boards Section at the City of Miami on Thursday, March 16, 1989. Should., you: have any questions Orr nreear additional copies of _ the-,. applicationplease :do not hesitate to .,contact either. Debbie orshefsky or myself. Ve tr `I rs, Adapt' S ' erg, ASz/j r; Enc to sure £squi cc; Debbie M. Orshefsky, re z ; i r a, a ` � .,�._ t.;' • S.iyi�cA;���sF•Il��ifY�y dk'�q'' -- r• F CITY OF MIAMI PLANNING AND ZONING BOARDS ADMMSTRATtON DEPARTMENT 275 KW 2 STREET MtAMI, FURMA 33128 _ APPLICATION TO AMEND DEVELOPMENT ORDER Section 2806 of Zoning Ordinance 95009 changes -in approved Major Use. Special Permit, reads as Fallon: Changes in an approved final application for major use special permit, or final application approved with attached modifications, conditions, or safeguards, may be permitted after application - to the director of the Department of Planning by _ the original applicant or successors in interest. Upon.receipt of such an application for change,, the director of the Department of Planning shall prepare a statement demonstrating whether or not such changes would meet the same requirements as for the original approval: The director shall transmit such statement, together With retommen• - dations on the proposed changes, to the City Commission. The Commission may take such action 3 as in appropriate in the matter; provided, if this Commission has not.acted after two (2) _- metings of the Commission. have been•held ' Blar owing receipt of application for change, the ' - = recommendations of the director of Planning shall = be deemed to have been approved. (there requests for changes are made that are - found not to be within the requirements for - original approval, application for such changes — shall be made as for an original application for - - major land use special permit. - REQUIREMENTS: - 1. Current survey of the property, sketches and/or plans - as required. 2. Affidavit as to current ownership of the property and application, as well as Disclosure of Ownership form. g 3, Certified list of owners of real estatewithin 375' " radius from the outside boundaries of`the. subject ` parcel 4. Fee of to apply toward cost ofprocessing, PP Y 'W �: ' .,, , t 'tx y�Mn'sL•Y 4 .00=1 Pegs I : 2 s 2 �3d _ L t r .. Y ♦ .. .r r :J -n {x� DATE 2J2/89 The under signed, beingxmicferaCmac the representative -of the owner. of the property loeated at 1111 Brickell Avenue AM MORE PARTICULARLY DESCRIBED AS: Attached hereto ega escr�p ion do(es) respectfully request the approval of the City of Miami for the following amendment(s) to the Development Order for the above -described property as defined by Florida Statute 380.06: See Attachment II to "Notification of Proposed Change to a Previously Approved DRI" • SIGAATURE :. Y Debbie M. Orshefsky, Esq. P.A. xee , . - ADDRESS 1221 Brickell Avenue CITY, STATE, ZIP Miami, Florida 33131 = This application is _i approved s denied - in accord with City Comaission on Resolution No. other t� _ � 7- wf 6 ` n � �• k3 P490 2 of 2 t � x Nq +Rfrr i RESOLUTION NO-SL A J•BS-1011 9i30-s3 Nov 13 A RESOLUTION CONCERNINS THE 113I BRICKEtL AVENUE PRDJECT (MORE ►ARTICULAll Y DESCRIBED HEREIN) A DEYELOPNfNT OF REGIONAL UVACT PROPOSED BY III ItICXELL ASSOCIATES; AUTHORIZItG A DEVELOPMENT ORDER AND MAJOR USE SPECIAL PERMIT: APPROVING SAID PROJECT WITH MODIFICATIOWS AFTER CONtSIDERIiG THE REPORT AND RECOMEiDATIONS OF THE SOUTH FLORIDA REGIONAL PLANNII6 COUNCIL AND THE CITY OF MIA"' PLANNING ADVISORY BOARD, SUBJECT TO THE CONDITIONS dF THE OEVELOMENT ORDER. ATTACHED HERETO AS EXHIBIT •A'. THE APPLICATION FOR DEVEI.O►NEWT APPROVAL INCOAPORATED HEREIN BY REFERENCE. AND THE REPORT AND RICOMEIDATIDNS OF THE SOUTH FLORIDA REGIONAL PLANNING COUNCIL. ATTACHED HERETO AS EXHIBIT 'B'. INCLUSIVE. AND INCORPORATED HEREIN BY REFERENCE; MAKING .FINDINGS; PROVIDING TCHAA A THE BINDING ON THE I . PERMIT SMALL .BE SUCCESSORS IN INTEREST; FURTHER. OIRECTIIG THE CITY CLERK TO SEND COPIES OF THE HEREIN RESOLUTION AND DEVELOPMENT ORDER TO AFFECTED AGENCIES AND THE DEVELOPER. WHEREAS, 1111 5rickell Associates has submitted a coeglete Application for Owelop■ent Approval for a Develope+e++t of Regional Impact to the South pursuant to Section 350.05 Florida Statutes. Florida Regional Planning Council and did receive a favorable reco�eendation for proposed development order as set forth " in the Report and Recmeendations of the South FloridaRegional. Plannlnq touncii; and WHEREAS, the Miami ►tanning Advisory Bard, at its .aeletinq held on Septafber 4, l9dS following an advertised hearing, adopted Resolution No. PAD 50-16 by a 5 .to 0 volt. recommending approval. with modifications, of the - Development Order for the lilt Brickell Avenue project, a Development of Regional Imppct; and = WHEREAS. a recoweendation frog the Miami Planning Advisory Bard has = been forwarded as required by Ordinance 5290; and - WHEREAS, the City Commission has conducted a public herring on October 10, 1955, having considered the Application for Mayor Use Special Permit and the Application for Development Approval and the Report and Recommdatlons of ^- . s` 4 the South Florida Regional.Planning touncll;.and- WHEREAS, the City Coweisston has deteneinod that all 1pgai nqulreeknts; have been complied with; and WHEREAS. the C/ty Commission deems'/t advisable and 1n the, best interest of the general Welfare of the City'of:Miami to issue a Owelopment Order�_ C = CC)IA63 S1014 hereinafter set forth; and ZitE3�ITNG ; �F r _ h x�+ nol Qt T, le4 1l$$ T �` a r _ .y-# }} r • noted with apOrorai that 1)11 l+riete^l Yti Kos, the City Comission has Associates ha! offered to contribute the sum of $641,604 to the City s mousing Trust Fund, or build apOroximately 240056 6SF of affordable housing, oursuant to Section 1556.2.2 of the City'! Zoning Code. IKItEAS. at the public hearing on October 2a. 19l5. the city Coem�issi0n accepted the voluntary contribution Proffered by 1111 drickell Associates 01 S25,000 to be utilized in proridinq landscaping to the Miami 0F THE CM OF 141401. - moil, THEREFORE. 6E 17 RESOLYED by THE CoftiSSI0N FLORIDA! FIHD1%S OF FACT Section 1. The following findings of fact are made With rtsPect %t tie project: a. The Commission has determined that the project /s An conforeity with the adopted Miami ComOrN+"sive Neighborhood Plan. p. The Comission has deterQined riot the project is M accord with tht district zoning classification of toning Ordinance 1s00. c. The City Commission finds that the project would not create ilsadverse impact on air quality- ground water, :. anial lice, vegetation- waste .rater management or solid waste disposal- and further finds that it Would here a number of positive impacts including: (1) Approximattly d00 Of"Ma nt new jobs would be 4en crated at the completion of the WO phases of the project. with an additional 1,440 relocated from existing office s0ace for a total of 2,240 employees• Nearly 1.475 addtti0nal full-time jobs could berated in the three South e gen Florida counties, with a S30 million increase in total i rages and $75 million 1n value added to the regional economy* (2) An annual surplus of over f2 million dollars to taxing . Jurisdiction with approximately S712,663 fora Miami. � 4` 5469.941 for Dade C SS37.S:5 for the Scho01 ounty, �r<w: Florida Meter�f and $2! 77) for the South i4 r 01 stri ct.� 0lstrlct and special districts combined. p�nageme++t k 4 `4 J rrh .re.r _ i rfi 3 xI 4a .itp _ 1 x (31 Attest and circulation will be inroved by Signblitatlen _ of the brickell Avenue/S• E. 12 Street intersection with an interconnect to the Sritktll Avenue/S.E. 12 Ttrraee/S. E. 13 Street signal by the applicant. Or a provision of $70.000 in funds, bonds. or letter of credit co the City. The applicant will Proridt 512.WO for other - transportation improvts. (4) Prior to the issuance of certificates of Occupancy for the pore than 00.000 gross square feet On -site. applicant will enter into an agrement with Dade County which will provide for annual payment$ toward construction Of the lrickell leg of Metraaover Stage 11. dThe City COmaission also finds that: (11 The project wilt hart a favorable impact On.tht economy Of the City: and t21 The project will efficiently ust public transportation facilities: and (31 Tht project will favorably affect the need for people .to find adequate housing reasonably •ccess101e to their places of aoioyment: and - 141 The project will. _ efficiently use neceuary public facilities: and (6) The project wilt have a favorable impact on the lnvir mnt and natural resources of the City: and (61 The project will not adversely affect living conditions rs in the neighborhood: and (71 The project would not adversely affect public safety: and t81 That there is a public need for the project. Order and Major use Special Permit. Section 2. A Oerelopment ,attached , hereto as Exhibit •A• and made a Part thereof by reference. approving 'with modifications. the 1111 6rickell Avenue Project, a derelopm++ of, modifications, Regionalx osed by 1111 8rickell Associates. for all of that Part of lots 19 Impact• prop` and ZO lying westerly of the westerly right-of-way.lins of South 8ayshore • • ggICKE�t (8-1131 and Tract Y Drive 8IOck 104 South.. SR ICKELL ADO• '. of O�de}County, SHORE ' TOWER (122•251, as recorded ' in tt►o public veto f r k ranttd and f �i Y be and the some i s he: 8rlckell Avenue. Florida. at 1111 ter+ issued. y t e nl- ) 03 i. Ik 1Y t x •`'% for bevrlop+ Slttion 3. The Consolidated A001itation x++ t Approval as in by revised pursuant to condition 15. Exhibit 'A` 1s ineorPoratea pewduties reference and relied upon by the Parties in discharging their statut ri► Sect 380.06. Florida Statutes. and local ordinances.. Substantial under S in the Application o compliance with the r"resentations c�dunless waived or modified by Otvelopm t Approval is a condition for approval— agreepent among the Council. City and Applitsnt. its successors and/or assigns, jointly and severably. Section A. The Report and Recoeseendat+one of the South Florida Regional planning Council. attached hereto as Exhibit Be are intorgoratrd hevtin by reference. Section S. The development order, as approved, shall be binding upon the rs in interest• applicants and any successo It hereby authorized and directed to send Section 6. The city Cleric - ce rtitisd copies of this Resolution iwndiattly to: The Florida Department of Veteran end Commity Affairs, Division of local Resources Mana9 ^t• 2 Eaecutive Center Circle East, tallahasset. Florida 32301: the South' Florida Regional Planning Council, 3a40 Hollywood Boulevard, Suite 1400 Hollywood. Y ' Florida 33021: and 1111 drickell Associates. 8A8 lirickell Avenue, Suite +t00A. Mlavi. Florida 33131. Section 7. The recitals of fact referred to in the herein •Mhereas' Sec = clauses are true and correct and lade a part thereon f�� 1915. PASSED AND ADOPTED this 2t�_ day of l AuRin A. i E"x PUWK16L A, rS e; t .Ratty Hirai, Work ORM AN3 x APPR01fED < �; CORREC rr �� PREPARED AND, APPROVED BY: or. i its r 1s oe mare City Attpn+ey r •s � � m nt City Attorney �kt t t§ r � I z u r v y is y EXMIetT •le ATTACHMENT TO RESOLUTION ocneER IQ,"s DEVELOPMENT ORDEP AND MAI111UBSPECIAL RtCKELLPROJECT of Mod, Florida, has Let it be morn that the Comission of the City the issuance Cf a 19B6. considered in public hearing on October 10. w pe�enant to Section Development Order for a Devtlot of Regional Ieipact Ou 38^..06 Florida Statutes. said develo0ment to be located 1n the City of Miami. at a00roxim&tely 1111 Brickeil Avenue, being Lot 19 and 20. Block 104S, according to the plat of the 'AMd:ltOE: MAP OF BRICKELtIS ADDITION TO THE MAP of MIAMI', &s recorded in' ;. Plat cook '8' at Page 113;.lying Westerly of the Westerly right- of -May lint of South sayshore Drive (as Shown on that certain plat 0 of 'eRICKELL SHORE TOWER'. as recorded in Plat gook 1Z2 at page all of Public Re thethe above according to the of Dade Y,{: Cwnty, Florida. and lying 1n Section 38, Township 64 South, Range ;Xz: rd EASTERLY 4 Ens ' t, City of Miaai, Dadt County, Fiorida. Note: - P•.RTION OF THE ABOVE DESCRIBED PARCEL IS PLATTED AND IS KNOWN AS T ACT •A' BRICKELL SHORE TOYER (PS 122 P.25). r 1 rnpeeendations of tt+e Planning Advisory _1 and after due consideration of the ro osed Board and after due consideration of the consistency of this p D developwnt•with pertinent regulations and the Report and RttorT+►"dstiers of T1e•t of the South Florida Regional Planning Council pertaining to the Otvelo`' Regional IQpaCt takes the following action: n, 6 Approval of Application for OevelopaKnt Approval subject to tho r� m following vmdifiutions. PINGING OF FACT WITH MOpIFICATI0N5 s' M 0aveh ro o ed 1.427 ¢46 square: feet. of floor area, tp�risa' of Lf►a { .sky t z€s r. The development p 0 ; +` eie*enes e aDPliGint in . icpti0n �`fortheAppl ifie6 by.thaPecasfallowing QtrtloP nt AOProVal. { } i 7 SA *t S i4; Z t t I 5S �L�:=ik 't`y'ti^�U''F,•� "' 9 • Approsinttt 3b.�i 21t Mori tt;SF1 Office 789.761 Rttail (intludes 46,953 7.284 GSF of restaurant use) Pals Court 6.975 575,693 1,021 moues Parting q drys - Loading..... �Z=� 1,427,646 Open space at grade 64,624 gsf02" space on roofs - Pedest ian Open space 5.660 gsf Office .Use's /Mse I Jmtr 24 levels phase It Tower 24 level Seven storyperking garage Restaurant of 7.289 gsf with appro:izately 320 seat capacity 1,021 space parking garage containing 606 standard spaces. 392 Compact spaces and 23 handicapped spaces. — t, The project is also subject to Lhe applicable provisions and procedures of the A city of Miami and. developa�ent plans subsNtttd by' Kohn Pedersen ASA6 i All, dated Associates. sheets PZi, PZ2, PZ3,.A0. Al. A2. A3, MA. , } 2111/e5. revised 7/25/85. f' The derslopwtent as proposed does not unreasonably interfere with, "I n idel ines.;or plans { uhlsvesent of the objectives Of state Land developwe t 9u f! applicable the City of "Itmi. The development as proposed is consistent with local subdtvision and platting i - 1 requirements. The development is proposed is consistent with the SUN"" and rteotnendstiOns contained in the 'Otvelopsent of Regional Impact Assessment for ilil 8rickell Office DevelopaKnt` No. 63.09. dated July, 1995 prepared by the South Florida Regional Planning Councii. . R n 5. ; The project. as defined. maediately above;; meets the. requirese is far, he 1 Issuance of -a Oevelopment Omer pertaining to a DevelopmKnt of Regional Impactx as reouired.underF,S. 380.06. `� ., ',. ements of ;r•incn>.r .a., , t'` ��,�}�� IbivanCC of.,thi_I _Jajpr Use Speci01•Permit,mtets the reau�r _ €} 9500, tne,40ning Ordinance:Of-the G1ty,•ot Miami. 1 t.. fir 7} srlrV qi- (.- .. Ls ... ... ,. .,;. ,, �; ,• . .... ...,r sue. .,.���: �.T,•��'§3a ;�; �.�., .. —_ e v� " )tS SUCCE3S0RS. AIM/OR ASSItIlt JO)tltlt OR SSVERARLf wtltainimize ' AppL3fAH"�. 1. the project design and operation incorporate the following into to the tuaultt/re "act of Project traffic. and its associated pollutant emissions. at air quality: perking spates. t*toted as close as 'Designate five percent of employee idinq entrances* for exclusive car or vanpool possible to elevator and bui use# establishing a car -Actively encourage and promote car and van pooling by formation program• and offering preferred Psri<inq spaces and work pool 1n shifts to car and van poplars. *provide Netrorait. Metrobus. Metroeaver. and shuttle service route and the project. schedule info in convenient local/onsthroughout hedules• tour day work • as feasible. staggered flax -ties Prosote. that reduce waats. or other sanageaent actions and marketing strategies. ak demand for roadway opacity and`•thereby reduce transportation energy . Oe - Uaa. syste+a to feet _. Design, construct. and avintain the sUrt~ater atinagement the following standards: lorida Department of Environmfttal g the F *Obtain necessary Permits from nt Olstrict (SFIdiD) - Requtation (DER) and tau South Florida Water Manage+ee — i dra/nags wells or such other for discharge of de,ratarieg effluent to deep -� be approved by DER and SfiMD; dawaterinq disposal techniques as auty drainage ' that use of any techniques other than deep provided. however. Council staff prior,to receipt of - wells shall be reviewed and approved by requisite DER and V MD permits. • 5•ye!r store on•site, and cOftstruc the ! project 'Retain the runoff from ADA. drainage system in accordance with all rtPrtsentationsn the *Prohibit any and all washoown of parking areas. •Vacuum: sweep the garage area, as necessaryo nt by restrictive covenant.and/or lease Or 3. lncorporatt into the dtvaloPma rertntion. hazardous mterials accident P { re:aas applicable.` I sales agents• ?4 z t1 ation, and row;posse standards. At a a►inise+ar Lhtat ;tandards 6ha11: where hazeror hszaf40u's 'Require, that apes wlthin buildings,� shall be. c geneTttsd, 0onstructe4 withttx .wastes are LO be Ystd. r stored ilt01 •ensure conginmtnt and tic impervious floors, withoµt drains. to;�' a or leakage� i11 .•t Cl ianup of any sp a x�* •.3• re es Ps ,�c;,,y_'`i. . a, •Regarg that the loadinq/unloading of any hazardous mateatiai or hazardous waste shall ace= in a covered loadinq/unloadinq dock with a spill containment area net coanscted to the project drainage or sever systm. ►rohlbit any outside storage of hazardous materials or hazardous waste. •Require all hazardous waste generators to contract with a licensed public or private hazardous waste disposal service or processing facility and to - provide to Dade County CUM copies Of one Of the following fares of documentation of proper hazardous waste management practices: •a hazardous waste manifest; •a shipment to a permitted hazardous waste management facility; or -a confirmation of receipt of materials from a recycier or a waste exchange operation. •Notify any tenant generating wastes of the penalties for improper disposal of hazardous waste pursuant to Section 403.727, Florida Statutes. 'Allow reasonable access to facilities for monitoring by the City, Olds County DEAN. and Florida DER to assure compiiance with this OevelOpment Order and all applicable laws and regulations. For the purpose of this Development Order, a hazardous waste generator shall be defined as the Applicant and any tenant that faits under a SIC ! code listed in Exhibit 1 (ORI Assessment, page 601 attached harato and _ incorporated herein by reference, and that .uses, stores, or generates i hazardous wastes. Hazardous wastes are defined as ignitable, corrosive, toxic. or reactive wastes, including those identified in Exhibit 2 (ORI Assessaent. page 65); provided, however,' that the uses in Exhibit l and j the wastes -in Exhibit 2 shatl"be siaultaneously am.-nded upon thR addition 4 or deletion of any or all of the listed uses, materials, or°Wastes by aQendment to the 'County and Regional Waste 'Assessment Guidelines Incorporated by reference'�into Rule 17-31.03i2), Florida rtG.tnlstrative u Code. 4. Remove :11 invasive plants from the project site as the site,'is K„ cicared� and use only` those, plant species specified 1�:.Exhibit Assessmento page 66) in fUtUrar projeit landscaping, F 41 f s of Prior to My site tie♦r1ng, tbnsult with and follow the reteee+:ndent)n bh- the City of Miami parts Department on transplanting trees presently site, 6. Notify Cade County One e,ontn prior to start of Construction,nnitieant eonstruction up to three months in any area there potentially s g historic or arch to the eological artifacts are uncovered, and permit site. State and local historic preservation officials to surrey and excava obtain necessary 7. Prior to issuance of any certificates Of occupancy. ral drainage and water use permits from the South Florida Water gene Is fron Dade County tarter avid District, all necessary► approve Serer Authority (NASA) for provision Of waur and raste+eater service to the approvals from Dade County Public Works Department project, and required _ for solid waste disposal service. e. Collaborsti irith the Police Department to incorporate security Measures and into the design and operation of the protect and, at the request of system the City, within one year of the effective date of this Otveiopment OrOer, enter into agreement with the Police Depa�nt to contribute a fair share if necessary , of,police capital facilities needed to resolve City coneern:• 4 and nq,,,ie by the city. The'falr share contribution is to be considered '. en offsetting credit against any future City i>aoaet tee. of Permit Miami Police Department to conduct a security survey, at option wire Department. Developer to subsit report to Development order Mon/to g penait• how and to venal es Official, prior to issuance of building tent the rporated into project ►olice Department "COaxndations hove been inco security and Construction plans. Provide roof space, if required, for a cOmmunicttions antenna and supporting structure for the city's earlsncy comnication system. Said antenna and appurltnances together with necessary services`shallpe at;City�t a y _fn of Miami expense. The appi i cant shall � retain the right `ot arthi tecwral {� approval. } xf q, :fair Enter into an agrsement with the City. it nquirtd. to Contribute a . - F- b share of gapital facilities required to provide adequate fire ;service to y� the project, or, aiternstively, pay - • fai.`contribution pursutR'�tp r snare. :acre an adopte4 City i+mPact fee ardinsnte pe�tininq to fire ser►iCs_ ; - Cg_ 3/4 s of Prior to My site tie♦r1ng, tbnsult with and follow the reteee+:ndent)n bh- the City of Miami parts Department on transplanting trees presently site, 6. Notify Cade County One e,ontn prior to start of Construction,nnitieant eonstruction up to three months in any area there potentially s g historic or arch to the eological artifacts are uncovered, and permit site. State and local historic preservation officials to surrey and excava obtain necessary 7. Prior to issuance of any certificates Of occupancy. ral drainage and water use permits from the South Florida Water gene Is fron Dade County tarter avid District, all necessary► approve Serer Authority (NASA) for provision Of waur and raste+eater service to the approvals from Dade County Public Works Department project, and required _ for solid waste disposal service. e. Collaborsti irith the Police Department to incorporate security Measures and into the design and operation of the protect and, at the request of system the City, within one year of the effective date of this Otveiopment OrOer, enter into agreement with the Police Depa�nt to contribute a fair share if necessary , of,police capital facilities needed to resolve City coneern:• 4 and nq,,,ie by the city. The'falr share contribution is to be considered '. en offsetting credit against any future City i>aoaet tee. of Permit Miami Police Department to conduct a security survey, at option wire Department. Developer to subsit report to Development order Mon/to g penait• how and to venal es Official, prior to issuance of building tent the rporated into project ►olice Department "COaxndations hove been inco security and Construction plans. Provide roof space, if required, for a cOmmunicttions antenna and supporting structure for the city's earlsncy comnication system. Said antenna and appurltnances together with necessary services`shallpe at;City�t a y _fn of Miami expense. The appi i cant shall � retain the right `ot arthi tecwral {� approval. } xf q, :fair Enter into an agrsement with the City. it nquirtd. to Contribute a . - F- b share of gapital facilities required to provide adequate fire ;service to y� the project, or, aiternstively, pay - • fai.`contribution pursutR'�tp r snare. :acre an adopte4 City i+mPact fee ardinsnte pe�tininq to fire ser►iCs_ ; - Cg_ 3/4 itipact fee ordinance it adopted by the City prior to obtaining filial certificates of occupancy for the Mire project. The fair share contribution is to be considered .an offsetting Credit against any future city impact flee. 10. prior to issuance of certificates of occupancy for more than 00,00 gross square feet on -site, signalite the lrickell Avenue/S. E. 12 Street intersection with an interconnect to the erickeli Avenue/St 12th Terrace/SE 13th Street signal: or provide funds, bonds. or a letter of credit in the amount of f70,000 (1986 dollars) to the City for this signalitation. 11. prior to issuance of certificates of occupancy for more than 450,003 gross square feet on -site, provide funds, bonds, or a letter of credit for - 512,000 for construction of other transportation improvements to be determined by -the City in the traffic impact area, as shown in Exhibit A (011 assessment, page 70). 12. irior to Issuance of certificates of occupancy for wore than 450,000 gross square feet on -site, enter into an agreement with the County to fund, bond, or provide a letter of credit in an amount not to exceed S157,500 (24l5 dollars) to the County annually for construction of the Srickell leg of Metromover Stage II. This amount slay be adjusted annually to redact. f payoff of the bonds or other financial obligations Incurred for.Metromorer _ ? Stage II construction according to terms sbeciflod'in the agreement in a_ y manner similar to adjustments` currently made annually for the Downtown - Miami Special Taxing District for the Peoplewover. If construction of the i - lrickatl leg of Matromover Stage It has not begun by January 1, 1992, all - funds provided to the County pursuant to this condition, plus interest, are - .- to revert to. the applicant by March 1, M. Otherwise, the requirements of this condition will terminate when all bonds for the arlckell leg of• - _;j Metromover Stage 11 construction have been retired. In the event that a - special taxing district for funding the orickell log of Not, ver Stagx 11 = i t establ i shed by a local ordinance, the payment requirements of the special taxing district supercede the requirements of'this condition, � i 5v and any psy*ants of funds to the -'County' shall be credited against - spot taxing dlstrlct`assessafents." ;f r 13. Incorporate into"the route_and schedule infort+ation required by tonditlon # ` herein proeotionat material 'torthe`Countj►operated shuttle serrice.tp an 0 rsvx from the Srickell Avenue MetroraiI station: provided however that, if County discontinues this service prior to the operation at the lNckell 1Rq of Met.Myer Stags 11, the applicant.thati' provide weekAay shuttle��trviCp MR + Y_ �%-r` ,err; 3�.�, �.N��3w4y•�'ia.z ,r' to and from the $riekell Avenue Metrorail station at ,ho test to ri�trsset 10.minutr intervals fens 7:00 to f0:� a•m• and from 2:30 to 4:3 p gym. until tree and at 30•minute internals between 10:00 am end 3:30 0 lictnt WWII leg of Netromorer Stage II begins revenue service. AOA • will+ otner 8riekell arts _ provision of this shuttle servict jointly this Condition as long as the developers shall coast lwte templlante to serve project specified intervals are maintained and adequate capacity transit trips is provided. lt. Incorporate the following energy conservation measures into the development: *Maximo flexibility of air conditioning systems to tool only occupied areas ton afloor-by-floor basis at minieanal• 'Revolving doors at Major project entrances. 'Air distribution usinq'a variable air Yalu" system-agreater thin12.0 or _ — efficiencies IEER1 equ Air conditioning energy less than 0.6s KY/ton. etc.) Isolated' - 'Neat producing areas and equipment (cooking, Maur Mating. - from air conditioned areas. management systems that P roride start/stop optimisation." r Central energy ni htperawre set electric demand limiting. 9 time of day scheduling. control. back/starwp. Pro9raund maintenance. and building lighting rise structures• •cpaputerised elevator control system in all high- for cooking. s - 'Nawral gas or other nonelectric energy sources Pace - Mating. and Matcr heating in restaurants. where feasible. _ individual electric metering of tenants. ntin9 - W nimal use of incandescent lighting, and use of fluorescent task jig and indirect sunlight where Possible. reheat cooking and 'Solar water. heaters or waste hest recovery units to p where feasible. washing hot water in project restwrants: health codes'. ;E Not we temperatures set at or below 105°F where a1loMed by and equipment rlQuirements: lion of 0.8 gailona per minute or less and Meter closets` y 'Lavatory water 1 three And one-half gallons per flush. that, use no more than t 'Use exterior ;hading.or or reflective glais tinte4 to„reduce,the amount of Y L + i on ofit seas. r ,� ( directsunlight entering s r cti ccc f4 1V7V i .. y kjkr t 333 t is}�'7'�i i. i ,, z • 'Ltght�refletting and/or light Colored watt surfaces• with Solar absorption Coefficients less than or M0 to atalities. including secure bike racks or storage areas, *Bicycle support f ro�ect employees. and, of feasible. tetwers and showers for b The applicant shalt prepare a statt"knt signed by the registered project arehitect that all energy Conservation conditions contained in Condition =4 have been "lei an the preparation of the detailed construction dra g • - prior to issuance of a building Permit. 5. Integrate all original and supplt"fental ADA inforeution into a Consolidated 1its of the Application for Oavelopment Approval (CADA1, and submit three top CADA to the Council. one COPY to the Clty. and one copy to the Florida p argstnt of Coaaunity Affairs within ninety (901 days of the effective t0 date of this of Order. The CADA shall be prepared as follows: sred subsequent to •yhere new clarification. or revised intonation was Prep whether in resvcrst submittal of the ADA but prior to issuance of the DD, inal to t formal Information Adequacy Statement or othe>r+►ist. the oriq laced with revised pages. —; Pages of the ADA should bt rep notation, with 'Page •Revised pages should have "a 'Page Number (R)Data Nua�er' being the number of the original page. •(R)' indleatinq that the was revised, and 'Otte' stating the date the revision was swatted. Pa9t and Florida Department at to Council, City, 16. Prepare and submit to an assessment of report Containing community Affairs, an annual monitoring rep t Order,compliance with all conditions of the 1111 6rickell pevelopmtn the questions contained /n complete responses to the Annual Monitoring e stionneire (Exhibit 5 DRI Assesseitnt. page 711 and included herti(3)y Qu referents, any other information required by Section' 3d0.06(14)(t1 Florida Statutes (1991). or State rules. and the following: • dsntltication of 'a11 tenants that meet the criteria established in I Exhibits 1 and 2 of the Council ORI Assessment - Exhibits of following types •For tech such ttnant' copies of one of the; docpmentation of'aOProPriot* hazardous waste disposal; g ? •a hazardous waste manifest, ' •a,bi1itof loading from a transporter indicating shlpncnt r ff to a permitted ha=ordous waste management facility. or .a Cc of receipt of material from a recrcltr. • �' y ,P Neste: ex ilit�. oPerition, or other permitted hazardous waste lac yy s t.% tx t z_# TP tv�i f S t.t,. tr •prior to the 'the applicant it to providt the City with a signed statt+nM+- issuance of the Certificate of Ottuoenty that all conditions contained in Condition No, 12 have been set. 'Seth tffida�it= as may be reoui red by the City Pursuant to Ca+dlti0n 25 - herein. for the 1111 e~ck 17. Prior to the issuance of a building permit st btain for increased floor area in excess of 3.25 F.A.0.., the ownersofthe offsite from the City of Miami a certification that the raquiremen ts Affordable Housing bonus provisions per Section 1SS6.2.2. Ordinance MO. _ have been met to the amount of 1.00 F.A.L. Is. Restudy access to the loading bays9 and improvements to the landscape treatment of the northwest Corner and Sricteli Avenue frontage of subject sift. pursuant to comments of the Miami large Scott Development Coaeaittee, at its meeting of May 29. 19GS. to. No building permits, other than for demolition and sit! clearance. sce t e issued prior to the recordation in the public records of Dade y Florida, of a vehi cl a cross -access agreement between the owners of the _ art iaaedi sttly north of the subject site and the owners of the p*o0 r t shall not be subject site. known as 1101 orickell Avenue. which agrtemen } recorded until approved by the City of Miami Law Department. 20. Prior to January 1. 19e8, "stripe S. Y. Oth Street from Y. Zr,: AvenueS. to S. W. 3rd Avenue to provide one additional through tint. THE CITY WILL: 21. Conrporation of suit with the Applicant to ensure inco security measures and operation of the project systems into the design and. including provision for a+atrgency helicopter hovering above the roof of the office tower . 22. Withhold issuance of final certificates of occupancy for more than aS'iled grosS square feet of developsxnt on -site unfit the Applicant has Com7 Mich Conditions $, 9. 10, 11, 12, and 13 herein. and adoption of appropriate 23.'Cooperate with the County in the developer t r;t to the County, ordinances, to extend the Metromover special fixing district.: {z orickell area or ,to impose a one --time transit impact fee on all.develo0 t L, � ' ' AA benefiting from Metromover.- 7zY} �i Y u g ..: X L 24. Provide that the effectiveness of the Development Order shall be stayehdt�e� no further dtrttooeent Otte thereunder shalt be granted• until Stich a3 an Amended ADA. providing updated information, is submitted to the Counev cil, City. and State and in Amended Development Order issued. if — Condition 12 has not been met within three 131 years of theeffective 1e9ate of this Development Order or if construction of the 6r Met. ver Stage It has not begun by January 1, 1992- If this CO of ova is v trigge•ed Or events outside the controe of na l of the Applicant, the sc op Amended ADA and .the review thereof shall be lim/ttd to air quality a transportation information, impacts, and issues. Mr quality and transportation informttion in the amended ADA shall be in Option format Of the specified in Exhibit 6 (ORI Assessment., page 741 or, at the op Council, another format may be specified. Should the Development Order be stayed Our to this condition. nothing herein shall be construed to 11mit Condition 27 below that this Development Order runs with the lan:.. and its Una and conditions are binding on the Appllcidt. its successors, and/or Might - so including a complete responto each 25. Require that the annual report. 9 question in Exhibit S (ORI Assessment. page 711 1n addition to any other information required in accordance with Section 310006t141tc1t31. Florlof Statutes 111641, be suboitted to tt+e Council. City. and the Department Conity Affairs. on the anniversary of the eftectlrt date of ths mmu Development Order. The planning Director, City of Miami planning 1 hereby designated Department. or a project director to be named later• dance with this - to reeH we thi s report. and to monitor and assure Como the Development Order. Development Order conditions shall be reviewed by lops - City prior to issuance of any development POW t 'and, for those Condit . that cannot be reasonably monitored as part of local permitting and inspection processes. the City shall require a notarized affidavit troe the Applicant assuring compliance with these conditions to be included to the annual report required by Condition 16.Y. nt Order for 1111 Brlckell a.tlrwlishowing F x 26. Incorporate into the Development pe ; tan and conditions she. project phasing', specific elements of the, project p ► , of the Development Order which are to be met . in each phase .or by othRr a specified pates.. (Figure 11. 27. Require recordation of the lill Orickell Development Order with the Clerk. Circuit Court. within 30 days` of the effective dice of .the Cade county ry 01o. �3 4 r 4 develepment order, pursuant to Section 3E0.05t1t1td1. Florida Statutes at the Development Order rvns with the land and is t19841• speN fytng th And/or assigns, 3ointlr or binding on the Applicant• its sutcessors• severable, and shall include the fotlaings has issued a — _ Florida, the tity Coerlission of the Cite of 1iPrOjtet, a. that + Development of liil 8rittel Development Order for the located at 1111 Sritkelke ^Project Regional lmp&ct liil eMc t is 1111 Brictetl b. That the developer of the Suitt �A. i;iami. Associates. with offices at M8 drickell Avenue, Florida 33131. - any mod ifitttions awe be ex+c+ined in c. That the Development Order with Dinner Kee, Miawai. the City Clerk's Offices. HOD Pan American Orive, Florida 33133. et regulation land deve lopee d. That the Oevtopemlnt Order constitutes a eonttlned in tnis that a the conditions applicable to the property PO in land and bind all successors _t Developee nt order shall run with the this notice shall not it being understood that reco*ein9 of Interest: nor actual or encumbrance on real OroOerty. Co" a lien. cloud this developme nt order of the same. nor constructive notice of any µay void by December of 199Z* unless actual shall be coed null and nsider is substantially y construction work. excluding grading or excavating, underway on that date. and Eawp�Oy+a<is the applicant to prepare a Minority Participation 2E. Work with t of the issuance Plan to be submitted rtthin ninety t901. days _ Development order. — 29. Mork with the applicant to develop + Minority Contractors/SubconW issuance days of the Plan to be submitted within ninety t901 — Participation of this Development Order. CONCLUSIONS OF LAW , by 1111 drickell. Associates. Comp lies" with # , _ j;. The 1111 8ri�'te11 Project. proposed with' ttwe orderly tht Miami COawDTehenave Ntlghborhood Ptan, is cons/stent land and goats of the City of Miami, and. complies: with .local development J fx' development reg ulations• i i4yk.• � d�; :i t. z fRx , �� a � .n � �. � . � 9jSUES �� i PERMIT 1PH 11 S � E DAn CITY i gtARTSSTRUCTION PH 11 ICANt so ar5 I MONTH 90 DA SITE PREPARATION ONE YEAR FROM EFFECWA— Wit= !o OA -TIME LINE EDITION is 25 +., CONoiT10N 2T CONDI?IONS 1 IPT1 COMMON 26,29 21PT1,LAND FOR; 450000 S.F. CONOfT1ON 15 CONDITION 6 I0,N,12,22 CONDITIDNS 11PT1 Cpl{pIt10N SIFT) 21P11.61PTb N,R,16,19.21 CONOITM 4 TION S UP E; �t �N �1 --J 71MELlNE gin_ FIGURE 1 illl BRICKELL 3. EFFECTIvE DATE T�NO YEARS f �--..�...e en11T co"a"S IIPt1.21Pt1.SIP?lA 1WENDED, to DEILLUMMAj pE THE NOTE: SEOMNNCE YELOPMEMT ` T TToEST 11LFLIS14 C LENDAR DATES• - x F A ktaAlwiNG 1111 BRiCKL AVENUE DP TRIS AGAMM, tads and entered into this ,)_�day cf Y� 1998. by and between the Florida Depart:aant of Community Affairs ("bepartment"), the City of Miami, Florida, a Florida municipal corporation ("City"), and liii Brickall Associates Limited. a Florida limited partnership ("Associates"). WHEREAS, the Department is the state land planning agency having the power and duty to sxarcisa general supervision gf+the administration and enforcement of Chapter 380. Florida Statutes, whieh includes provisions relating to developments of regional - impact ("DRI"); and WHEREAS. the Department is authorized to enter into agree - wants pursuant to Subsection 380.032(3), Florida Statutes: and WHEREAS, the City is a municipal corporation having respon- sibility to issue development orders within its corporate bound - arias pursuant to Section 380.06. Florida Statutes; and - WHEREAS, the South Florida Regional Planning Council ("SFRPC") is responsible for reviewing developments of regional - impact pursuant to.Section 380.06, Florida Statutes; and - WHEREAS, pursuant to Resolution No. 85-1095, City of Miami Commission (the "illl Briekell Avernus Development Order"), Asso- - eiatas is authorized to develop 789,781 gross square feat of office use: 46,953 fast of retail use; 8,975 feat of retail cir- eulation area and a 1,021-spats parking garage (hereinafter re- - ferrad to as the "1111 Brickall Avenue DRI" or the "Previously - Approved Development"); - WHEREAS, Associates represents and states that:. A. hasoeiates is the developer of the development of regional impact known as "1111 Brickall Avernus DRI" and the owner in fas simple absolute of 2.87t acres located in the City of - = Miami, Dade County, Florida, more particularly described in - Exhibit "A" ("the Property"). No other person or. legal entity —, has any interest in said land, including but not limited to, - 1111Agmt/DM0 ATTACHMENT 1 1. 1 y i• R � �'�. aite}} s J • . i rights arising out of a contract for sale for any portion of Said lands and ' - g. Associates proposes to change the Jill Stickel! Avenue bRI as approved pursuant to Resolution No, 85"095. City of Miami Commission, issued October 24, 1985, by adding the following: approximstaly 70,000 gross square feet of retail use and a 156 room hotel (hereinafter Collectively refarred to as the "Addi- tional Development"): and WHEREAS, on December 10. 1987, the City issued the downtown Miami DRI development order pursuant to Resolution No. 87-1148 ("Mastar Development Order"), and Resolution No. 87-1149 ("Increment I Development Order"), hereinafter collectively re= - farrad to as the "Downtown Development Orders", affecting prop - arty which includes the Property: and WHEREAS. pursuant to Chapter 380, Florida Statutes. and the Downtown Development Orders, the 1111 Briekoll Avenue DRI as a project which was approved prior to the affective data of the Downtown Development Orders may be constructed and operated with- out regard to the provisions of said Development Orders: and WHEREAS, the Department appealed the City's issuance of the Downtown Development Orders, which appeal was settled pursuant to - Stipulation and Final Order of Dismissal entered on a Settlement June 30. 1988 by the Florida Land and Water 1►djudieatory Commission: and WHEREAS, Associates intends to change .the 1111 eriekell Avenue DRI by: (1) amending the project phasing scheduleto provide for a single phase project commencing in June 1990 and completing in December 1992, which phasing change is not presumed substantial deviation under Section 380.06(19), — to constitute a (2) incorporating the Additional Develop - Florida Statutes, and _ man% into the Jill Brickall Avenue DRI, which Change constitutes _ a substantial deviation pursuant to Section 380.06(19), Florida _ Statutes, for which additional DRI review is required: and WHEREAS, the parties harsto wish to provide a procedure whereby the additional DRI review required for the above -noted substantial deviation can be conducted pursuant to the Downtown - 2 r � 4 t k � t '..J A4.i't k�,E�•* •3+T ,ti. ) � � .Y r+ C � aL*r`1;^ x. x ,r'p 4.'l.t ,. ;'i a.7 <Y`a4.�. �.i �.-CA•n.� Deve1000aht Orders and review of the phasing schedule changas to the 1111 Sriekell Avenue DR1 can be processed as a stlhdabg "prpposad Cha646 to a Previously Approved Development of Regional — Impact" by the filing of the standard form BRM=084 6"s and WHEREAS, pursuant to Section 380.032(3). Florida Statutes. the Department has the authority to enter into agreements with any landowner. developer, or governmental agancy as may be neces- sary to effectuate the provisions and purposes of this Act. or any rules promulgated thereunder.- and WHEREAS, the 1111 Brickall Avenue DRI Development Order contains conditions which provide for substantially, the same — design, construction, and operational requirements required pur- suant to various conditions of the Downtown Development Orders with respect to: storawater management systems: hazardous waste handling and reporting requirements: landscape materials require - aunts; police and fire protection coordination and. cooperation: energy conservation in building designs protection of historical and archeological sites which may be found on the Property, t capacity potable water supply, and solid - wastewater traatman P_ capacity: and provides for Associates to contri- _ waste disposal buts its proportionate share towards traffic improvements, as wall as requires Associates to incorporate into the Project design and operation requirements for exclusive car and van pool ; parking areas, encouragement of car and van pools and establish- t want of car pool information programs, providing Matrcrail, Matrobus, Metro mover and shuttle service routs aehsdula informs - tion and promoting, as feasible, such operational measures as flextime work schedules. staggered for and in consideration of the mutual cove- _ NOW, THEREFORE, pants contained herein it is her understood and agreed: _ The above recitals are hereby incorporated by refer- and are represented by the parties herato to be true and ence Correct. 2. Associates asserts and warrants that all the reprasan- tations and statements concerning tha ills Brickall Avenue DRi and the Additional Development made to the Department and con- - 3 r=cd f 4 W h it F h $$ tc x .. 4. tamed in this Agreement ate true, aeeurata. and complete. Hated upon Said tsptete!►tatibhs and stateefefhts. the Department eon dudes uhtt this Agtaameht reasohably applies and effectuates the provisiohs and purpbses of Chapter 380, Florida statutes. 3. Associates proposed ehanget to the phasing schedule of the previously Approved Development shall be reviewed by the DepartMant. the City and tha SrRPC aft foilowaz (a) Associates shall submit a "Notifieatiom of Pro- posed Change to a Previously Approved ORV , Form BRIM-08-86, to provide for a single .phase project commencing development in Zune. 1990 and completing devalopment by Dlcembez. 1992- In 'the avant these proposed changes are found not to constitute a sub- stantial deviation pursuant to section dov.wow—,. statutes, and an amended devalopment ordar approving these pro- posed. changes is issued by City, any such amended development hall include an acknowledgement that the 1111 Brickall ordar s Avenue DRI may be changed by the incorporation of the Additional _ Development pursuant to a Major Use Special Permit. and if _ likewise approved in accordance with the terms of the Downtown = Development Orders said amended development order shall _ incorporate by rafarencs the Major Use Spacial permit approving the Additional Development. Any proposed change to the Previously Approved Development with respect to specific language contained in the 1111 Briekall Avenue ORI Development Order may also inelude•changas concerning site spaeifie design. such as deletion i of Condition 'No. 19 thereof which contemplated a cross -access easement between the owners of the Property and the owners-oi - adjacent property which cross -access eassmant may net be — necessary given site design changes to the 1111 Brickell Avenue - DRI which will be reviewed as part of the approval of the _ Additional Davelopment. — (b) The Application for Development Approval ("ADA") for the previous project intensity will be revised to reflect the change in phasing schedule. All other technical inputs/assump- tions, except the Dade County Traffic Improvement Plan, will remain the same as in the original ADA. i1i • 4 - �:•- s • d l sits{ 33jj t, qv­ (c) The developer, as part of the approval of the Amended phasing schedule hereby agrees to comply with the trans= portation mitigation requirements contained in the illl 8tickell Avenue Development Order, as they may be modified if the schedule adjustments dictate such modificatioh. 4. The additional Dttt review required for Associates proposed Additional Development shall be reviewed by the City as follows: (a) An application for a major use special permit pursuant to the Downtown Development Orders shall be filed for, the Additional Development, however, the application will describe the entire project development as now contemplated.. delineating between the Previously Approved Development and the Additional Development which development may include approximately: 705,950 gross square fast of office use; 118.850 gross square feat of retail uses 175,175 gross square feat (256 rooms) of hotel use; 543.550 gross square fast of parking area; and, loading docks and mechanical areas of 25,200 gross square feat and 28,000 gross square fast, respectively. (b) Traffic review of the Additional Development, shall be as follows: (1) The procedures for the traffic study as established in the Downtown Development Order for Ineramant I shall be applied, however, the analysis that will be reviewed by the City will not be limited to just the ,Addi- tional Development but will analyze the proj act in total. All of, the Project traffic for the single phase buildout condition will be identified in the study, however, it will be divided into Previously Approved and Additional Develop- mant categories. Therefore, the City will apply the Increment I regional mitigation rates to the Additional Development. This additional mitigation when combined with the mitigation requirements of the original Lill Brickall Avenue. DRI Development Order, as it may be amended as described above, will assure the State and the City that the - full Project has been properly assessed. x z� } r - W the development approved for Increment I pursusht to the bowntown bevilopm&ftt Orders will be reduced by. the amount of the Additional bevelopmaht. (d) With respect to technical issues other than traffic, such as police, fire protection and solid waste. Associates will be required to obtain assurances that these services will be available to serve both the Additional Develop- went and the Previously Approved*bavelopmant as scheduled for completion in 1993. 5. The review contemplated in paragraphs 3 and d above will be conducted simultaneously. G. Associates shall not claim vested rights, or assert equitable estoppel, arising from this Agreement or any expandi- lvree Or actions taken in reliance on this Agreement to continue with the proposed development beyond that approved pursuant to Resolution NO.'85-109S. This Agreement shall not entitle Associ- ates to an amended DRI development order approving the proposed phasing schedule changes nor a Major Use Spacial Permit approving the Additional Development pursuant to the Downtown Development Orders. - - 7. In the avant of a breach of this Agreement or failure to comply with any conditions of this Agreement or if this Agree - want is based upon materially inaccurate information, the Depart- - mant may terminate this Agreement or file suit to enforce this Agreement as provided in Sections 380.06 and 380.11, Florida Statutes, including a suit to enjoin all davelopmant. 8. This Agreement affects the rights and obligations of the parties under Chapter 380, Florida Statutes. It is not in- tanded to determine or influanca the authority or decisions of - any other State or local government or agency in the issuance of any other permits or approvals which might ba.required by State law or local ordinance for any development authorized by this Agreement. The Department and the SFRPC shall review and comment on the proposed phasing schedule changes to the Previously Approved Development, pursuant to Section 380.06(19), Florida Statutes, subject to the j provisions of this Agreement. The ' — - 6 t a i- r4 7 J i}i�,i'J'a 4i`cc fiy -- Department and the St`lIPC shall retain their right to appeal the phasing schedule changes to the Previously Approved Devalopmenti, as -provided in' Section 380.06(19)(f)(6). Florida statutes. Review rand approval of the Additional Development shall be con- ducted pursuaht to the standard procedures contained in the Down- town Development Orders* subject to the condition* contained -in paragraph 6 above and, therefore. the Major Use special Permit which may be issued for the Additional Davelopment shall not be required to be transmitted to the Department or the SFRPC for a determination of whether .the regional icpacts of the project as changed are in accordance with law. 9. The terms and conditions of this Agreement shall inure to the benefit of and be binding upon the successors and assigns of the partias hereto. Associates shall insure and provide that any successor in interest in and to any lands or parcels affected by this Agreement is bound by the terms of this Agvaament. Asso- ciates shall record a notice of this Agreement in the Official Records of Dada County, Florida within 7-days of execution by all the parties hereto. and further upon issuance of a Major Use special Permit for the Additional Development, Associates shall 1 . , 10. the date of execution of this Agteemant shall be the data that the last Party signs and Ackhlowledges this Agreement. Attas+te,d to r att Hirai, City C1&rK/ Casar H. Odic* C. t'i manager dA0proVed as to form and local Sul ft ianeys Jo a rnandai. 1 Ci AtF or J City of Miami STATE OF FLORIDA SS: COUNTY OF DARE ) SWORN TO AND SUBSCRIBED before me this ,e642_� day of tic roacoc. 1988. Notary Public Neary Public ttm o: P ate of Florida at Large CIO. Ar — M�r {4mmis4un 1990 8ondio thru Gm�rn My Commission Expires; _ FLORIDA DBPARTKM OF COMMUNITY AFFAIRS BY: 1 & Approved as to form and legal suffici/�e�1ncy: Attorney !or Department of Community Affairs STATE OF FLORIDA ) .: 1cr✓ ) SS ! COUNTY OF 1309R 3 •� MSWORNy TO AND SUBSCRIBED before me this Y• day of - 1988. ..4:�xh .dl �. J Notary Public tate of Florida at Large - My Comm! ssicn Expires:. E r X t 3t S� y �11 t J �� t���s.ya• y� S Y y tl tGC.Aa+lhY!. 0 1111 BRICItEL. ASSOCIATES L.y13'SD, (f/k/a 1198 South Bay3hore Drive. Ltd.). a Florida limited partnership. By: W.R. Sayshote Associates, a Florida general partnership, General Partner By: W.R. Development Partnership, Limited, a Now Jersey limited partnership, a General Partner By: 1111 Brickall Corporation. a Delaware ,Corporation, , General Partner (CORPORATE SEAL] By: 1111 H a Florida Partners Limited, limited partnership, General Partner By: 1111 Brickall Corporation, a Delaware corporation, General Partner By- &,�ECORPORATE SEAL] By: W R. Brickall Corporation, _ a Delaware ,corporation. General Part sr (/ ECORPORATE SEAL] STATE OF V&YVV %/;-SKI - _ SS: COUNTY OF .v.:,�;#zr( ) The foregoing instrument was acknowledged before me this Lss'� day of ,j�,.{,6,.. 1968. by as V. of W.R. Brickkall Corporation, a Delaware corporation and as ,y..� ; .;.G..t' • _•.� C7, of 1111 Brickall Corporation, a Delaware corporation, on benaif of said corporations as general partners of 1111 Brickall Partnars Limi- - tad, a Florida limited partnership, on behalf of said limited partnership as general partner of W.R. Bayshore Assoelatas, a Florida general partnership, on behalf of said general partnar- ship as general partner of 1111 Brickall Associates Limited, a Florida limited partnership, on behalf of said limited partner- _ ship, and, in addition, as of lill Brickall Corporation, a Delaware corporation, on ban�f f said corpora- tion as general partner of W.R. Development Partnership Limited, _ a New Jersey Limited Partnership, on behalf of said limited part-- _ nership as general partner of W.A. Bayshora Associtates, a Florida general partnership, on behalf of said general partnership as general partner of 1111 Brickall Associates Limited, a Florida limited partnership, on behalf of said limited partnership. _ Y = My Commission Expires: � ary Public. State of - ENOTARIAL SEAL) - - Newt ► W. sun of now fts Na 4722229 Kinpt kojW tw"hoem AWd in Nw+ "mCouM k k `� {•�,,r �1 'Sti i 5- f C5r�r WE Of FLORIDA 13RM-08-86 EPARTMENT OF COMMUNITY AFFAIR9 IVISION OF RESOURCE PLANNING AND MANAGEMENT UREAU OF RESOURCE MANAGEMENT S71 Executive Center.Circle, East allahassee, Florida 32301-8244 904) 477-4925 NOTIFICATION OF A PROPOSED CHANGE -TO A PREVIOUSLY APPROVED DEVELOPMENT OF REGIONAL IMPACT (DRI) SUBSECTION 380.06 (19), FLORIDA STATUTES Subsection 380.06(19), Florida Statutes (1985), requires ;hat submittal of a proposed change to a previously approved DRI ;e made to the local government, the regional planning council, and the state land planning agency according to this form. I, DEBBIE M. ORSHEFSKY, the undersigned authorized repre- sentative of Jill BRICKELL ASSOCIATES,. LTD. a Florida _Limited Partnership, (Developer) hereby give notice of a proposed change to a previously approved Development of Regional Impact in 'accordance with subsection 380.06(19), Florida Statutes (1985). In support thereof, I submit the following information concerning the Jill BRICKELL AVENUE development, which information is, true and correct to the best of my knowledge. I have submitted today, under separate cover, copies of this completed notification to The City of Miami, to the South Florida Regional Planning Council, and to the Bureau of Resource Management, Department of community Affairs. Aigature 2 Date -4 fa 'ar 2-1 ;. A�plioants 1111 Brickell Associates, Ltd. d/o Mr. Norman Zucker Property Planning. Group 900 Third Avenue New York, New York 10022 ;. Authorited Agents Debbie M. Orshefsky, Esquire Greenberg, Traurig, Hoffman, Lipoff, Rosen and Ouentel, P.A. 1221 Brickell Avenue Miami, Florida 33131 1. Location: City - Miami County - Dade Township - 54 South Range - 4 East Section - 38 5. Describe and indicate on a project master site plan map or other maps all individual changes previously made to the development. Please describe all changes previously made in the plan of development, phasing, build -out date, or in the representations contained in the Application for Development Approval (ADA) since the DRI first received approval. Note: If a response is to be more than one sentence, attach as Exhibit "A" a detailed description of each change and copies of the modified site plan drawings. Exhibit "A" should also address the following additional items- if ap- plicable: a) Indicate all DRI ADA's or requests for substantial deviation determinations that have been filed since the project originally received DRI approval. — b) Attach copies of all modifications or amendments to the originally approved development order that have been. adopted by local government (unless otherwise provided; if so, cite how) . Response: None 6. Describe and indicate on a project master site plan map all currently proposed changes to the development. Please de- scribe in detail all proposed changes to the last approved plan of development, phasing, build -out date, or to the a + A C t r ✓� r� s u _.. .._... _. a ,..:..... ..,....dam ... _ .. ...... representations contained in the last approved Application for Development Approval (ADA). Additionally,, supply in' formation for appropriate portions of the chart below, indi' eating the proposed project changes: Response: Pursuant to the AGREEMENT REGARDING 1111 BRICKELL AVENUE DRI (the "AGREEMENT" attached hereto as Attachment 1) entered into between the Florida Department of community Affairs, the City of Miami and Jill Brickell Associates, Ltd., a Florida limited partnership, changes to the project phasing schedule and textual changes to the original deve- lopment order unrelated to project program elements are to be processed through this amendment. The developer wishes to amend the phasing schedule by providing for a single phase project commencing in June 1990 with a completion date of December 1992. Proposed changes to the Miamit master Downtown plan are being processed under the city Of DRI pursuant to the AGREEMENT. Has there been a change -in local government jurisdiction for any portion of the development since the last approval or development order was issued? If so, has the annexing local government, adopted a new DRI development order for the project? Please provide a copy of the order adopted by the annexing local government, if not previously provided to the Department. - Response: No. g. Describe any lands purchased or optioned within one ole f the original DRI site subsequent to the original approval o issuance of the DRI pnt order. a project masterfsitecplannor its size, and intended uvese an other map. - Note: If a response is to be more than one sentence, attach as Exhibit "C". Response: None g, Briefly describe whether and the extent to which: (a) The proposed change may be inconsistent istate land develop- ment or policies of the adopted plan (or, in its absence, the adopted state comprehensive plan) applicable to the area; and () The proposed change may be.inconsistent with any local — ' land development regulations or the adopted local comprehensive plan. Response: (a) The proposed change is not inconsistent with any ob- i ftetives or policies of .the adopted state land develop- .went plan applicable to the area. (b) The proposed change is not inconsistent with any local land development regulations or the adopted local comprehensive plan. �An updated master site plan or other map of the development portrayiapproved distinguishing ordevelopment the proposed changes to the previously PProved . order conditions. Response: See the site plan submitted pursuant to the City of Miami Downtown DRI and the AGREEMENT. 1, pursuant to subsection 380.06(19)(f),. F.S., include the precise language that is beidevelopment nB elo tent proposed deleted or added as -an amendment to the P i Attachment Ii AMENDMENTS To THE jilt HRIMELL AVENUE DRI DEv tbPMENT ORDER & MAJOR USE SPECIAL PERMIT Resolution No, as -logs The following are proposed textual the changes to the liil 3rickell Avenue DRI Development Order: Vote: Deletions to specific provisions are indicated by an overstrike character and additions to the text are indicated by an underline: asterixes (* * *) reflect no change to existing text for that portion of the development order. The Findings of Fact With Modifications should read as r j follows: FINDINGS OF FACT WITH MODIFICATIONS a, Developer: The development p=posed 1: 4277646 1,556,000 square feet of _ floor area, comprised of the following elements as specified by the applicant in the Application for Development Approval and "Notification of Proposed Change to a Previously Approved = Development of Regional Impact." - Approximate Element Floor Area FGSF4 Sees - A££iee 789:981 Retail finaludea 967953 _ 7T289 GSF of restaurant asea Paint eenrt 87975 Parking 595;688 i;A2i spaces Leading 6____:54 9 bags -;427;646 - h j'. F �y Y i✓ �g 8 R R r r i i Open apsee at grade 64 694 gef gpen spaee on rests 44-609 gal Pedestrian ®pee spaee 4&t669 gsl Affiee vaes PhaseI vewtr 94 levels Phase It Fewer 34 leve's Seven stery parking garage Restaurant of 7:289 98f with approximately a29 seat eapaetty IT021 apsee pazk4ng garage eoatafnfng 696 standard spaces; 393 eompaet sprees and 23 handieapped spaces R03ECT AREA 3 ffice Office Ch` d Care Total GLA_Level 1 GLA Level 2 GSF 7010800_ 91000_ 710,800 36,000 36,000 FAR AREA 710,800 GSF 's 72,000 { Total Maximum 20,000 is Restaurant Area _.--- Retail Circulation 26_ •000 118,000 GSF Total 118,000 Retail i Motel Room Floors: 157,600_ 256 Rooms ------ 15,900 Lobbies & Service 173 500 GSF t Hotel Total 173_____500_ , 21,050 ?arkin At Grade Above Grade 493,650 (6 Levels) 514,700 (1125 spaces) i Parking Total 11.000 — ' Loading Docks At Grade 28,000 Below Grade 39,000 (12 bays) Loading Dock Total 1,556,000 1,002,300 GSF _ Total Grossir Total FAR Area f 1. 2 e t. � . it�zi , rt (Q� i�iiiRifY. 1 � ' yz4 Yap r��!`xr�•f,kt�1`'. ` �__ i� ', � r u as •r ♦ -+e i atL''l Z t t a y - ttx ytr h„ t{� a 14, n^^'y J S t e 1 f77! ' 4 h'.N •H� JG'ka£•tlj ka t .'-� i i ._.riot. } f S ••(_ ` { rs e t :.i' ,-t>lY.�."'• ,�,. ,`£y W '` w .� fl�*r��r"'-.` _ __ 1, -� -, 0 - The project is also subject to the applicable provisions and procedures of the City of Miami and development plans submitted by Kekh Pedersen Fox Asseelaees sheets 091= P99= P&3 A9r Alt A9t A8- A4A, A5= A6 & A-1-1- dates 2�44f86 revised 7�26JS5 Murphy/Jahn, _*sheets_ T-1, C-1,_ A1.1-A1._50, A2.1 A2.4 and A3.1, dated February 27, 1989. f; The development as proposed does not unreasonably interfere with the achievement of the objectives of state land development guidelines, or plans applicable to the City of Miami. — } The development as proposed is consistent with local subdivision and platting requirements. The development as proposed is consistent with the summary and recommendations -contained in the "Development of Regional Impact Assessment for 1111 Hrickell Office Development" No. 63.09, dated July, 1985 prepared by the South Florida Regional Planning Council. _ The project, as defined immediately above, meets the — requirements for the issuance of a Development Order #' pertaining to a Development of Regional Impact as required =' under F.S. 380.06. 3 - Y 41 Rv, h y"r f Issuance Of this M&Jbr Use Special Permit masts the requirement. of Ordinance 9500, the Idning ordinance Of the city. Of Miami - a Major use soacial Permit approvitl r Resolu ionNqt�_�,� a 01ect..,,.qlsMsnt char: es to. the 1112. Brickall, Avenue DRI purivant to the CitY,- of -_Miami Downtown DRI -,is herebI incorporated by -reference. jointly or its successors, and/or assigns The Applicant, severably will: priorto issuance Of certificates of occupancy for enter 450,000 gross square feet on -sits, more than an agreement with the County to fund, bond, or into provide a letter of credit in an amount not to exceed c 1985 dollars) to the County annually for S167,S00 construction of the Brickell led of Metromover Stage This amount may be adjusted annually to reflect payoff of the bonds or other financial obligations p construction Stage 11 co incurred for Metromover i according to terms specified in the agreement in a manner similar to adjustments currently made annually for the Downtown M jaml Special Taxing District for the peoplemover. If construction of the Brickell leg Of 1, 1992, Metromover Stage 11 has not begun by January 4 �N !,t4�51 C AK g - p. 19�5, all funds provided to the County pursuant to this condition, plus interest, are to revert to the — applicant by Match 1, 1999 1995. Otherwise, the requirements of this condition will terminate when all _ bonds for the Brickell leg of Metromover Stage tZ construction have been retired. in the event that a special tasting district for funding the Brickell leg of Metromover Stage ii is established by a local ordinance, the payment requirements of the special taxing district shall supercede the requirements of this condition, and any payments of funds to the County shall be credited against the special taxing district assessments. 364r aneerperate the following energy conservation measures - : into the develepaenJi -Mlauinum fiend. ility of air conditioning systems to coal only occupied areas Fen a floordb"fleer basis at efninua�: Revolving deers at major project entrances: -Air distribution using a variable air volume system: -Air conditioning energy efficiencies fMM4 equal or greater than 1-2r8 or less than 8t66 RWittear - '' -Here at pdueing areas and equipment Feoeking; water a, - heating,- eter4 isolated from air conditioned ;i i k a Fy1 t ` +fi K �� + Y management s Stemw that provide oat+�P start aab4oa time of day sekedx�fr►g el,eetrie deeend l#af#tng, night temperature set iued ma#ntenanee; and bts#lding baek�etartup; p�grs lighting eentrelm SempUterfned elevator control system in all;hig�ise 1 Q struetures* -Natural gas er ether Reraeleetr#e energy Sources for i eeekiRgs space heating; and wager heating in restaUrants where feasible: a -lnd#v#dnal eaeetr#e metering of tenants: _ 9 _mil use of incandescent lighting- and Use- of - i fleureseent task lighting and ind#rest sunlight where Possible: -solar wager heaters or wnste bent recovery to - and washing het water in pretest preheat oeokfng hi —' restaurants; where feasible: -Het: water temper attires set; at or below IAS&F where allowed by health cedes and equipment requ#rementsw - -bavatery water flew of Aw8 gnllena per minute or less I and water closets that use no more than three and enedhalf g allons per. flushs -Hse exterior shading or tinted or reflective glass to i reduce tba mount of direct sunlight entering air conditioned areas: - 6 - i YF' A r y - t 14. -14ghtarefleetieg asdfer #Ot eelered Vela surfaces; frith solar abeerptieft eeeffiekeaets leas the or equal to a rsGr =Sieyele sapge taei4t#ee ine�udag seexre bike raeks er sterage areasr end;" AS feasgbl:e }eekeee and skewers ter projeet empleyees! -fie applieant skall prepare a stateaent signed by th8 registered projeet arehfteee that all: energy �4 have �nservatien eonditiens eentnined in eandition been not in the preparation of the detailed eonstr stion drawings; prier to issuanee. of a building permit: design and operation of the develo ant. At a' m ni m� CxMMW llct all devil t so that it 13 2m I -- conformance with the s fixations of the State of Efficiency Code for building- Florida Energy construction. —' the leadfn4 bays% and iwprovesents Restudy access of . -s n the landseape treatment the northwest earner and i= Briekell Avenue frontage of snbJeet site; pdrsaant to eemments of Hiamf barge Seale Bovelepment 6eWsittee; at its meeting of May 897 1986T - 7 - 71 er tZ x >� 55 y 3 f fi 5 1 of __, __ ~sean4-ial to safety or welfare - than }g= No building permits; ether for demolition and site e1earanee7 shall be issued prier to the recordation in the public recerds of Bade 6euntY; Fier#da; 9£ a veh#ele ereae"Ceess agreen+ene' between the ewners of the subjeet site and the ewners e£ the property immediately north of the subjeet site; known as 11g, Br#eke}# Avenue,- wh#eh agreeeeent shall net be reeerded until approved by the 6#ty e£ Miami Law Bepartments ine for commencing h sicnl development at 19, The deadl ..%.- e4 4•9% shell be ei hteen ( 18 ) months from the effective date of this Amended Development Order. For purposes of this paragraph "physical development" means site PreRaration undertaken oursuant to a foundation permit. I Provide that the effectiVQness of the Development - Order sha11 be stayed and no further development permits thereunder shall be granted, until such time as an Amended ADA, providing updated information, is submitted to the Council, City, and State and an Amended Development Order issued, if Condition 12 has not been met within three (3) years of the effective date of this Amended Development Order or if ' construction of the Brickell leg of Metromover Stage 1992, 1995. If this iI has not begun by January 1, - condition is triggered by events outside the control _ i of the Applicant, the scope of the Amended ADA and the - review thereof shall be limited to air quality and transportation information, impacts and issues. Air quality and transportation information in the amended ADA shall be in the format specified in Exhibit 6 (DRI Assessment, page 74) or, at the option of the Council, be specified. Should the another format may - Development Order be stayed pursuant to this _ i� condition, nothing herein shall be construed to limit Condition 27 below that this Development Order runs with the land, and its terms and conditions are -'o binding on the Applicant, its successors, and/or f assigns. 3. .YS _ t t h�" 86t Ineerperate into the Development orderr £er &611 Hr£ekell a timeline shaving the prejeet phasing;- speeiffe elements of the prajeet plani and eendittens of the Bevelepment Seder whfeh are met in eaeh phase or by ether speelfied detest FF#gxre 13: 26.8;: Require recordation of the Amended 1111 trickell Development Order with the Clerk, Dade County Circuit Court, within 30 days of the effective date of the development order, pursuant to Section 380.06(14)(d), Florida Statutes (1984), specifying that the Development Order runs with the land and is binding on the L Applicant, its successors, and/or assigns, jointly — t or severally, and shall include the following: - i a. That the City Commission of the City of Miami, l Florida, has issued an Amended Development Order i x for the 1111 Brickell Project, a Development of jRegional Impact located at 1111 Brickell Avenue. j b. That the developer of the 1111 Brickell Project is 1111 Brickell Associates. with e£fiees'at 8484 — ; Brfekell Average- Suite 49GA; M£amf; Florida;` i - C. That the Amended Development Order with any —. modifications may be examined in the City a Clerk's Offices, 3500 Pan American Drive, Dinner Key, Miami, Florida, 33131. -10- {J4 e 4 d. That the Amended Development Order constitutes a land development regulation applicable to the property; that the conditions contained in this Development order shall run with the land and bind all successors in interest: it being understood that recording of this notice shall not constitute a lien, cloud or encumbrance on real property, nor actual nor constructive notice of any of the same. VM9 develepmSftt order shall be considered null and vend by Beeember of 19927 finless actual eeastru8tisn work; excluding grading er excavating; is - substantially underway en that date: applicant to prepare a Minority } 2?=a- Work with the • - 1 Participation and Employment Plan to be submitted i within ninety (90) days of the issuance of this i 3. 1j Amended Development Order. f 28.�9� Work with the applicant to develop a Minority Contractors/ Subconstractors Participation Plan to be 1 submitted within ninety (90) days of the issuance of _ this Amended Development Order. ,I 74 1' r1S f Y M. j S a-S Aye •i C z The CONCt.`MION5 OF tAN SNO= read as follows: 'the llii brickell project, proposed by 1111 Brickell Associates, complies with the Miami Comprehensive Neighborhood Tian, is consistent with the orderly development fi and goals of the City of Miami, and complies with local land development regulations. i The proposed development does not unreasonably interfere with the achievement of the objectives of the S adopted State Land Development Plan applicable to the City of Miami; and The proposed development is generally consistent with the Report and Recommendations of the South -Florida Regional Planning Council and does not unreasonably interfere with any 4 _ ' of the considerations and objectives set forth in Chapter _ 380, Florida Statutes. - j Changes in the project which do not exceed development parameters set forth in the Application for Development Approval and Report and Recommendations of the Regional Planning Council shall not constitute a substantial _ deviation; under chapter 380 Florida Statutes, "notwith- standing City zoning approvals which may be required. The phasing schedule changes and textual changes to the original 1111 Hrickell Avenue DRI development order set i forth herein do not constitute a substantial deviation. - - 12 - 1. 2F _ art ;,pgL+vti" I , rile Phasts s fwt 15 ihtPsteg9 t."3t raior use'Al +its be wtrere s ifted um Andjor:.w.. g! L•:VC1V@ fttatLB13 OP9 to be of jci' or atm- N Ada =O Yids O. e C:tt Cocatissi= shall solely _"porssible f = co cz at oLisz t nrss for it lar use spacial peaaits. (See —C 28 ) 'Tye Cit., r tsaion shall refer all atsPii,cati oar for Mal= Usse Deanne.- to the p q Advisory We= and to the :nenst ,f PlamU= for oatior�s • and may tanks reieaa!s to oche= aoattcies, bodies, or officers, either t'zro the DePartt Mt of Platui'M or directly for re�, analysis, and/or twimi.cal fitdinq and deteaautations and re_ orrs thereon. (so== 2301.5. ) Z, Debbie bi. orshe£sky, -sq. , apply to the Direct= of PLUmU q of t!* City of Miami for_p=val of a Major Use Special Perm>.t under the Prcvisins of Article 28 of the City of Mir Zonissq Ordinatsf . Address of P=.Perrr. -111==*ckell Avenue of P=.xsed Use (Be specif'=is %u1,800 as: cf of==ce use: :.000 cs: uses and tsatuze of indoor c:ild care uses 118,000 qsf (72-000 alai of retail a 2S6 room hotel. P=sW,L.,.y Application i attactl the fol3.or.insq in supperc or, expj&=tj= of the preliminary ApPliCa' giant 1. Tva, copies of a survey of the property prepared prepared by a State of r1c rida Aa?iststed Land Suzveyvr- 2. Affidavit disclosinq ownershiP of PzoP@mT covered by application and disclosure of interest fogs (For:sa 4-83 and 4a-83, attach to aPpiica- tian. 3. Cert+f'list of owners Of real estate within: a 375 foot thus � ow ( the c=irde boundaries of Property covered by this �P a 6-63, attach to aPpiicaticn)- 4. Maps of: (a) existinq zoning and (b) adopted cOCVVUhMnSiVe plan desig- nations far the area an and azound the property ccsvef ed by this appii- c=4=. S. 1GCatinl3 . gj ynq relation to the site or activity to iMPCrrAnZ major arras , schools, existim utaitisas, siyoppinq areas. "joss fsatnres in and adjoining the Psvjecc, and the /Lisa. 6. Corot Plan (a) Site plan andrejeyant Mec ina. Stions 510.2.3 (a through h) and 2304.2.1 (d tt:ro = h). and a uses, and (b) Rslationsh4;n to auaotsndinq and A!!41 _ activities. f�ects�ss exsstin9 zoatim •3.2(a) . i� Plan. (c) Flow � and ncirlss adesi gnatsnnts i t33ulati o:i of any 2802 3.2 (b ) ts pm , change of Zoning or MEMO. tl=(SBC�t.LL1n: 7. Deveiopmenral Isis= Study (an application for development approval for a Dvveia?nt of FAgsonai Ins OCZ may suM==ra). Other t Se tst�ei�. t 2 o. bWMd on oLdinants 10396. Fee of . h ddit: otsal fee! fed ait�► d sped al ts• chanoea of �, 1;ml1 be it a `d with =IM few as 13sted iti - or variissY:w Seth 62-61 of the Ci:y Coda and 0=dinanc'e 10396. Fete tatulaticns • ors (spec-ify) i 3 i - t Final Application attach t's follow= additional =Mica in sucQozz cr explanation of LhB final an piicauoat 1 SigttaCuss or Autn=jea � { } Ads p3e�ss Phone: City, state, zip: � acp ie�xt�= is �ed in ac = wLth P.itf Cmmsssu= Aesolutioa i s } otter: 1 s�„o - - Pla�g DeQart� Data: i t Page 2 of 2 ; _ Yi -� • • h. }. � "tom Zk r ri z �r r Y ( t L Xrl e A..F rin S�. appeared b8881M. - OASHEi SKY .who re dulF upon Bath. deposed AM UP. ` 1. 'ghat he is the *WWPCMExoM le@Ll I EtU eS8&"UT* of the owner. sash t• :'•3 the att Yu's3 'r..t+ei��+ for a public h -� as by Ordirsnce No. 9900 of the Coda of the Cite of MlamL. FlOrlt'l. ease— 4 the real prspert7 located is the Citl of ,,u=zL as described and Listed m the pages attached to this afrleAvit and made a Pam thcant. 2. That all owners wtd c he represrs= is say, have given their full arm c=lata r —dc f hla to apt in their tahzU ct the WAM ,jr z=dI & . _4 —% of a cla 4 r4 --t or :•egulatlrsi of %CM= as set mm :a the atc==vWir-9 Pstlt'i=- j. M= the PWP attaCied hereto and mda a Part of this afrS. it Cable the Ost:eat names. =ili.$ addressee ;bm M=am and 1apl descry-zIoas for the real propen4 whim no is the CwmW or la�Pl ova. L. The races -as reptesmad in the appUc2z4rs and d==== subftzzed in ccm3=c--= with this a=-eAviz are t=a aAd ccreet. Fltrtltar• Afrla= sayech not. Svmn to and Subse='`.bed before me tr&% day ofyIdMA - tMtat7 Public. State of F7.=da at Lags s• r:4'• WELKtTAmQROM - - �pau �tw eamAti IM&W +i wtiti= is , "#,.� b�Esa•i �1' Fib^ - - ' C #lam. Ti"•t. Y' is A - W V vutttt j& —zda limitbd PAttft*t*hL* kell Agg a Owfle Nam !I:.!- flailifia Plaulh3mc. Grbup 4 U011 DE&W-15tith" See4kttoihed tI.M=T 'A.' h6tittib- Owner's Hear Mailing Add".112 Telephone humotr LIO&I DOISCriPtiGht Owner's Mama Mailing Address Tellonche Number._— t.A Legal Description: Any other real estate orcotrtY owned individually, Jointly, or severally (by carocratIon, pa"norsnip or privately) within 37SI of the suoUtt site is listen as follows: Street Address Local Description Street Address Local Description Street Address Local Descrictim Fg, Tf �4M 'N' 5_5 i,2 -Ut 0 JOAMOt ttvbtatt i Utttfly of vt WfIttfly Stet It thit ttrttih olit of i'salk-'at. trot in ?lit Ittk 112 At PITt ef of Diet the Public OcOttl all of tt.t at^ve she Flarldl. Wet,: A List* Cf'#.Y of Marit, Mayt MtRIM PARM iS In S AS P v""atm tr 7vt 122 '-p-9 rL� t � t y I C WHMAM Ev&Axbow 1111 MUCKELIs AVEMM DRI 1111 BRICKELL ASSOCIATES LIMITED, a Florida 11MIted Partnership General Partner of 1111 Brickell Associates Limited is: W.R. Bayshore Associates, a Florida general Partnership Its General Partners are: W.R. Development Partnership, Limited, a New Jersey limited partnership Its General Partner is: 1111 Brickell Corporation, a Delaware Corporation President: Irma Morales Vice-Pres. Sec'y: Georgette Miller Its Limited Partner is: W.R. Associates and Co. Limited, a New Jersey limited partnership i� Its General Partner is: W.R. Associates, Inc., a New York Corporation Pres.: none presently Vice-Pres./Sec!y: Georgette Miller 1111 Brickell Partners Limited, a Florida limited partnership Its Genaral Partners are: W.R. Brickell Corporation, a Delaware corporation president= Irma Morales Vice-Pies./Sec's: Georgette Miller 1111 Bricker. Corporation, a Delaware Corporation President*. Irma Morales tte Miller Vice-Pres./Sec y Its Limited partner is: W.R. Equities, Inc., a Delaware corporation President: Joel Morris None Vice-Pres./Secretary: iates Limited are: Limited Partners of 1111 Brickell Assoc Sophal Inc • • a Florida corporation Pres.: Irma Georgette Miller Secretary: _ Chicord Services, N.V., a Netherland Antilles Corp- oration President: Mary Ann Bross Miller Secretary: Georgette woodway Development Corporation, a New York corpora- tion President: Jean Perrette Hay Auger Secretary: Vice President and Treasurer: Irma Morales International, N.V-, a Netherland Antilles Pyrites corporation President: Marilena Christodoulou Secretary: Valerie Blair Frank O. Hay { - - 2 - - r t t 1 a tl t 1. t agal daiit'i••tsbi aid atteet areas of msbl6e teal property: Set Attadhed F.�ItIT *A* hetetb, 2. Ownerts) of subiedt real ptooetty and pereentaae of ownership. Notes City of Miami Otdira we No. 9419 requires disclosure of all pertsas Faring a financial interest# either direct or indirect, in the suolem Matter Of a presentationo request or petition to the City Commission. Aceardingly, question f2 requires disclosure of rill shatemoldsts of m p g l ' �i4. oenef iciaries of trusts. atd/Or any otter interested t+attiaa • togeeaer Stith their awressas and ptopoctumate interest' Sae attached "Ownership Breakdown of 1111 Brickell Avenue ORY" 3• Legal dascration and street address of any real orcPert'f (a) owned by any party listed in answer to question 12► and (b) located within 375 feet of the suolect real proQetsy None. DEBBZE M. OR"USTY being duly sworn. dq=U wed says that no is car (,+nerf thr-=Lney car Owner) of the real property described in answer to quast3on ol. anover tbat he has react the fotsgoi4 atssr�s red ttsat the same an t- and aedpleter and (of DAIRCEMP iLw for owner) that he has authority to execute this 0 osmix foes an behalf of the caner. 71 !9" -o AM beiazs. scar tail .389 . day of F.otacy kac. scan of rlorida at Jade ewwarwrr e+w+a�e ITS It c r RGmh FCC �t s Ys T= 4 . 2. . S _ • li btlitE icil. ottsuit _ � _" maim ably steer►. at,a `seat ne ss the array apnoU== stiti^::fv. bf 1111 Eiicfcisll Aaabbittisa tht oWntr bt the raal Waasssoeo sn n�rsr to qLteatu •i ! Limited that ha has taad tha t sb9 aaMm"t that tha sMW are tt" UA a= plates aed that fit hat the WtWntY tb VMC&t t 'i b4**lb M of OW*tr ahifp fn an bWAU bt the cw*t- lir�ll t/ I Situ To Am 5 ba%ta N* this ay of J e4 . .CuZAAL — � trotary t�aae. ss:tie oz flocida at Lim" OWAV PUKX STAR Q PJ MA w tw7 MAM M Tam 11N1 AIL a�.ue. -xAt=A.A. t: tat 6'.tt e, tt:t19 �..'[; xllwi`/ :s tttSt=E: rJLO vestttit of t..t wttttt y. •� ' ••� !: 91 t 11�: l�ih� 0 fiit (is thtrlh oh that ttftlih .•.. :e�:.`• �iplhtft iiht o{to t{.��r ih flat ' •rr 11 tYt.Ri, rw�tA ai s�iCXC.. t{ Net tf,t titt:f:t Publit o{ t!t i:ev! it:tftlh� :t 251: til 1t:: lying ih �! :lie c1uhtr• iibfit'll wolf: CStr of malzii Cl41 {bvhtyl FiofiEt. 1 /tt/ k?�OYH 1S FLAT �C lkO 15 AS �r t� p�siL`s: � 0•4/ IN IS.. SCt (PS 122 i r i x r p 'IL ` Jt, spy Y'%` x1- ' Fit " ` •§ '�� �y� j�xSlj1 Y r r _ '•. � :: dam.. � _.....ur-.s_s_ uw�uw,. . _v_ t_�i-. 1111 BRICKELL AVENUE DR1 Applications For Awnt to DRl Development Order and Major Use Special Permit, Resolution No. 85-1095 Reservation of Development Credits With Major Use Special Permit Prepared by: Debbie M. Orshefsky, Esquire Adam S . Zipper, Esquire Greenberg, Traurig, Hoffman,; , Lipoff, Rosen &'Quentel, P.A. 1221 Brickell Avenue , Miami, Florida 33131 .it Attorney for 1111 Brickell Associates Limited, a Florida limited partnership rr ik 1 Y For ',Amndmmt to ORZ DeVelopment Order and Major Use Special Permit, Resolution No. 85•-1095 Reservation of 'Development Credits With Major Use Special Permit ' Ss41 MlAWM WX 4 z� i�►pplicatione r � ^`".� Y For do t to DRI Development Order ►jOr Vas Special perimi.t, Resolution' No. as -logs lt"ervation of - Development Credits With' Mft jOr Use Special Permit A Authbrized Raoresantat ve Debbie M. Orshefsky, Esquira Oreartberg, Traurig, Hoffman, Lipoff, Rosen & Quental, P.A. 1221 grickell Avenue Miami, Florida 33131 Attorney for 1111 brickell Associates Limited Consultants David Plummer & Associates, Inc. 4225 Salzedo Street Miami, Florida 33146 Murphy/Jahn 35 East Wacker Drive, Suite 300 Chicago, Illinois 60601 Laventhol & Horwath 201 Alhambra Circle Coral Gables, Florida Table- of Contents Section 1: Background, "AGREEMENT REGARDING 1111 BRtCXELL_ AVENUE bRI" Section 2., Amendment to DRI Development Order and Major Use Special Permit, Resolution No. 85-1095: NOTIVI= CATION Op pgOPOSED CHANGE TO A PREVIOUSLY APPROVED DRI Section 3: Reservation of Development Credits With Major Use Special Permit: APPLICATION REQUIREMENTS WITHIN DOWNTOWN DRI AREA Section 4: Application for Class C Special Permit Section 5: Application for Major Use Special Permit APPENDIX A: Traffic Study to Accompany Amendment to DRI Deve- lopment Order (Bound Separately) APPENDIX B: Traffic Study to accompany Application for Major Use Special Permit: Reservation of Development Credits (Bound Separately) APPENDIX C: Air Quality Study to Accompany Reservation of Deve- lopment Credits (Bound Separately) The 1111 Briclell Avenue OR1 watt originally approved in October, 1985, As reflected on Table 1 below the original pro- ject included office and retail uses only, TAB19 1 Approved per Proposed Net New Resol.... 85.4095 (2sf_), ( gef) _ bevelooment _ (Qsf office 789,781 710,800 -0- Retail 55,928 118,000 62,072 Hotel (rooms) None 173,500(256) 173,500(256) The current proposal for 1111 Hrickell Avenue has reduced the amount of office space, increased the amount of retail space and incorporated a 256 room hotel. These proposed changes would, of themselves, constitute a substantial deviation , requiring additional DRI review. However, since 1111 Hrickell ;Avenue is within the coverage of the Downtown DRI, the City, the South i Florida Regional Planning Council and theFloridaDepartment of Community Affairs agreed that the "Net New Development" requiring additional DRI review should be reviewed pursuant to the,Downtown In addition, since the Applicant, 1111 Srickell Associates Limited, also intends to modify the phasing schedule for the iroject and make some minor textual changes to the Development Irder, an application to amend the DRI Development Order :esolution No, 85-1095 is included in Section 2 hereof: 'Notification of Proposed Change To Previously Approved DRI." These materials also include in Sections 4 and 5, -espectively, an Application for Class C Special Permit and an ►pplication for Major Use Special Permit. So that this project may be understood in its totality the Mans submitted herewith show the total project as presently pro- )osed and the impacts of the project upon the community have been :valuated in terms of the total proposed square footage, although xajor portions of the retail and all of the office square footage rare previously approved pursuant to Resolution No. 85-1095. towever, for purposes of evaluation under the Downtown DRI only :he "Net New Development" will be subject to the Downtown DRI -egional impact fees, although the entire project as presently )roposed will be subject to local impact fees. All of the foregoing is in accordance with the "Agreement regarding 1111 Hrickell Avenue DRI" approved by the City ;ommission, July, 1988 (copy follows as Attachment 1). Y;- AGREEMENT' REGAROM illl URIGfC U Avtmyt Dial THIS AGREEMENT, made and entered into this AIL day of Qe!A_ Mbe*: 19880 by and between the Florida Department of , Community Affairs ("bepartmeht"), the City of Miami, Florida, a Florida municipal Corporation ("City"), and 1111 grickel Associates Limited, a Florida limited partnership ("Associates"). WHEREAS, the Department is the state land planning agency having the power and duty to exercise general supervision of the administration and enforcement of Chapter 180, Florida Statutes, which includes provisions relating to developments of regional impact ("DRI"); and WHEREAS, the Department is authorized to enter into agree- ments pursuant to 'Subsection 380.032(3), Florida Statutes; and WHEREAS, the City is a municipal corporation having respon- sibility to issue development orders within its corporate bound- aries pursuant to Section 380.06, Florida Statutes; and WHEREAS, the South Florida Regional Planning Council ("SFRPC") is responsible for reviewing developments of regional impact pursuant to Section 380.06, Florida Statutes; and WHEREAS, pursuant to Resolution No. 85-1095. City of Miami Commission (the "1111 Brickell Avenue Development Order"), Asso- ciates is authorized to develop 789,781 gross square feet of office use; 46,953 feet of retail use; 8,975 feet of retail cir- culation area and a 1,021-space parking. garage (hereinafter re- ferred to as the "1111 Brickell Avenue DRI" or the "Previously Approved Development"); WHEREAS, Associates represents and states that: A. Associates is the developer of the development of regional impact known as "1111 Brickell. Avenue DRI" and the owner in fee simple absolute of 2.87t acres located in the City of Miami, Dade County, Florida, more particularly described in Exhibit "A" ("the Property"), No other person or legal ..entity has any interest in said land, including but not limited „to, 11ilAgmt/DMo ATTACHMENT 1 ¢2 rights arising out of a Contract for sale foil any portion of said t land; and � i• °` B. Associates prCpoaas to change the 1111 Brickell Avenue r DRI as approved pursuant to Resolution No. 85.109t, City of Miami i Commission, issued October 24, 1985, by adding the follOwLh§-. apprOXimately 70,000 gross square test of retail use and a 256 f room hotel (hereinafter Collectively referred to as the "Adds- tional Development"); and WHEREAS, on December 10, 1981, the City issued the downtown Miami DRI development order pursuant to Resolution No. 81►1148 ("Master Development Order"), and Resolution No. 81-1149 ("Increment I Development Order"), hereinafter collectively re- tarred to as the "Downtown Development Orders", affecting prop- erty which includes the Property; and WHEREAS, pursuant to Chapter 380, Florida Statutes, and the Downtown Development Orders, the 1111 8rickell Avenue DRI as a project which was approved prior to the effective date of the Downtown Development Orders may be constructed and operated with- out regard to the provisions of said Development Orders; and — WHEREAS, the Department appealed the City's issuance of the Downtown Development Orders, which appeal was settled pursuant to a Settlement Stipulation and Final Order of Dismissal entered on June 30, 1988 by the Florida Land and Water Adjudicatory Commission; and WHEREAS, Associates intends to change the 1111 8rickell Avenue DRI by: (1) amending the _project phasing schedule to provide for a single phase project commencing in June 1990 and completing in December 1992, which phasing change is not presumed to constitute a substantial deviation under Section 380.06(19), Florida Statutes, and (2) incorporating the Additional Develop- ment into the 1111 8rickell Avenue DRI, which change constitutes a substantial deviation pursuant to Section 380.06(19), Florida Statutes, for which additional DRI review is required; and WHEREAS, the parties hereto wish to provide a procedure whereby the additional DRI review required for the above -noted substantial deviation can.be conducted pursuant, to the Downtow ISM 2 s. Development Orders and review of the phasing schedule changes to the 1111 Srickell Avenue DRl can be processed as a 9t&hd&t4 "Proposed Change to a Previously Approved Development of Regiofial impact" by the filing of the standard forts RRM=08-86"; and WHEREAS, pursuant to Section 39b.032(), Florida Statutes, the Department has the authority to enter into agreements with any landowner, developer, or governmental agency as may be neces+ sary to effectuate the provisions and purposes of this Act, or any rules promulgated thereunder; and WHEREAS, the 1111 Brickell Avenue DRt Development Order contains conditions which provide for substantially the same design, construction, and operational requirements required pur- suant to various conditions of the Downtown Development Orders with respect to: stormwater management systems; hazardous waste handling and reporting requirements; landscape materials require- ments; police and fire protection coordination and cooperation; energy conservation in building design; protection of historical and archeological sites which may be found on the Property; wastewater treatment capacity, potable water supply, and solid waste disposal capacity; and provides for Associates to contri- bute its proportionate share towards traffic improvements, as well as requires Associates to incorporate into the Project design and operation requirements for exclusive car and van pool parking areas, encouragement of car and van pools and establish- ment of car pool information programs, providing Metrorail, Metrobus, Metromover and shuttle service route schedule informa- tion and promoting, as feasible, such operational measures as staggered flextime work schedules. NOW, THEREFORE, for and in consideration of the mutual cove- nants contained herein it is hereby understood and agreed: 1. The above recitals are hereby incorporated by refer- ence and are represented by the parties hereto to be true and — correct. 2. Associates asserts and warrants that all the represen- tations and statements concerning the 1111 Srickell Avenue DRi and the Additional Development made to the Department and con- 3 tained in this Agreement are true, accurate, and complete. Ha§ad upon said representation* and statements, the Department cony eludes that this Agreement reasonably applies And effectuates the provisions and purposes Of Chapter 380, Florida Statutes, 3 Associates Proposed changes to the phasing schedule of the Previously Approved Development shall be reviewed by the Department, the City and the SrKPC as follow&! (6) Associates shall submit a "Notification of Pro- posed Change to a Previously Approved DRI", Form BRM-08-86, to provide for a single phase project commencing development in June, 1990 and completing development by December, 19926 In the event these proposed changes are found not to constitute a sub- stantial deviation pursuant to Section 380.06(19), Florida Statutes, and an amended development order approving these pro- posed changes is issued by City, any such amended development order shall include an acknowledgement that the 1111 Brickell Avenue DRI may be changed by the incorporation of the Additional Development pursuant to a Major Use Special Permit, and if likewise approved in accordance with the terms of the Downtown Development Orders said amended development order shall incorporate by reference the major use Special Permit approving the Additional Development. Any proposed change to the Previously Approved Development with respect to specific language contained in the 1111 Brickell Avenue DRI Development Order may also include -changes concerning site specific design, such as deletion of Condition No. 19 thereof which contemplated a cross -access easement between the owners of the Property and the owners of adjacent property which cross -access easement may not be necessary given site design changes to the 1111 Brickell Avenue DRI which will be reviewed as part of the approval of the Additional Development. (b) The Application for Development Approval ("ADA") for the previous project intensity will be revised to reflect the change in phasing, schedule. All other technical inputs/assump- tions, except the Dade County Traffic Improvement Plan, will remain.the same as in the original ADA., 4 -17X (c) The develbpeko as part of the approval of the amended phasing schedule hereby agrees to comply with the ttahb, portation mitigations requitafthts cohtaihed in the 1111 f3rickell Avenue Development Order, as they may be modified if the schedule adjustments dictate such modification. 4. The additional DRl review required for Associates proposed Additional Development shall be reviewed by the City as follows: (a) An application for a major use special permit pursuant to the Downtown Development orders shall be filed for the Additional bevelopment, however, the application will describe the entire project development as now contemplated,. delineating between the Previously Approved Development and the Additional Development which development may include approximately: 705,050 gross square feet of office use; 118,850 gross square feet of retail use; 175,175 gross square feat (256 rooms) of hotel use; 543,550 gross square feet of parking area; and, loading docks and mechanical areas of 25,200 gross square feat and 28,000 gross square feet, respectively. (b) Traffic review of the Additional Development shall be as follows: (1) The procedures for the traffic study as established in the Downtown Development Order for Increment I shall be applied, however, the analysis that will be reviewed by the City will not be limited to just the Addi- tional Development but will analyze the project in total. All of the Project traffic for the single phase buiidout condition will be identified in the study, however, it will be divided into Previously Approved and Additional Develop- ment categories. Therefore, the City will apply the '— Increment I regional mitigation rates to the Additional Q Development. This additional mitigation when combined with t the mitigation requirements of the original 1111 Brickell b Avenue DRI Development Order, as it may be amended as described above, will assure the State and the City that the full Project has been properly assessed. r .7""'"•fl.!° R (C) The develboffiefit approved for 1hck&fh*nt .1 pursuant to the bd*htdft Deval6poght Otdars will be reduced b!#, the amount of the Additional bevbloptant. (d) with t8ftOftCt to tfthftiddl issues othet than traffic, Such as PolLftj fire Protection and solid waste, Associates will be required to Obtain 669UrOnCOO that these services will be available to serve both the Additional Develop- ment and the Previously Approved Development as scheduled for completion in 1902, 51 The review contemplated in paragraphs 3 and 4 above will be conducted simultaneously. 6. Associates shall not claim vented rights, or assert equitable estoppel, arising from this Agreement or any expandi- tures or actions taken in reliance on this Agreement to continue with the proposed development beyond that approved pursuant to Resolution No. 85-1095. This Agreement shall not entitle Associ- ates to an amended DRI development order approving the proposed phasing schedule changes nor a Major Use Special Permit approving the Additional Development pursuant to the Downtown Development Orders. 7. In the event of a breach of this Agreement or failure to comply with any conditions of this Agreement or if this Agree- ment is based upon materially inaccurate information, the Depart- ment may terminate this Agreement or file suit to enforce this Agreement as provided in Sections 380.06 and 380.11, Florida Statutes, including a suit to enjoin all development. S. This Agreement affects the rights and obligations of the parties under Chapter 380, Florida Statutes. It is not in- tended to determine or influence the authority or decisions of any other State or local government or agency in the issuance of any other permits or approvals which might be required by State law or local ordinance for any development authorized by this Agreement. The Department and the SFRPC shall review and comment on the Proposed phasing schedule changes to the Previously Approved Development, pursuant to Section 380.06(19), Florida, Statutes, subject to the provisions of this Agreement. The 6 (c) the development approved for Ineftffiftht I pursuant to the Downtown Development Orders will be reduced by, the amount of the Additional bevb1opeent. (d) With respect to technical issues other than traffic, such as police, fire protection and solid waste, Associates will be required to obtain assurances that those services will be available to serve both the Additional Develop- ment and the Previously Approved Development as scheduled for completion in 1992. S. The review contemplated in paragraphs 3 and 4 above will be conducted simultaneously. 6. Associates shall not claim vested rights, or assert equitable estoppel, arising from this Agreement or any expendi- tures or actions taken in reliance on this Agreement to continua with the proposed development beyond that approved pursuant to Resolution No. 85-1095. This Agreement shall not entitle Assoei- ates to an amended DR% development order approving the proposed phasing schedule changes nor a Major Use Special Permit approving the Additional Development pursuant to the Downtown Development Orders. 7. In the event of a breach of this Agreement or failure to comply with any conditions of this Agreement or if this Agree- ment is based upon materially inaccurate information, the Depart- ment may terminate this Agreement or file suit to enforce this Agreement as provided in Sections 380.06 and 380.11, Florida Statutes, including a suit to enjoin all development. 8. This Agreement affects the rights and obligations of the parties under Chapter 380, Florida Statutes. it is not in- tended to determine or influence the authority or decisions of any other State or local government or agency in the issuance of any other permits or approvals which might be required by State law or local ordinance for any development authorized by this Agreement. The Department and the SFRPC shall review and comment on the proposed phasing schedule changes to the Previously qi Approved Development, pursuant to Section 380.06(19), Florida Statutes, subject to the provisions of this Agreement. The 6 Department and the SFAPC shall retain their right to appeal the phasing schedule changes to the Previously Approved oevelopmeh� as provided in Section 3BM 06(14)(f)(6), Florida Statutegi Review and approval of the Additional Development shall be con= ducted pursuant to the standard procedures contained in the #own- town Development Orders, subject to the conditions contained in paragraph 4 above and, therefore, the Major Use Special Permit which may be issued for the Additional Development shall not be required to be transmitted to the Department or the SrRPC for a determination of whether the regional impacts of the project as changed are in accordance with law. 9. The terms and conditions of this Agreement shall inure to the benefit of and be binding upon the successors and assigns of the parties hereto. Associates shall insure and provide that any successor in interest in and to any lands or parcels affected by this Agreement is bound by the terms of this Agreement. Asso- ciates shall record a notice of this Agreement in the Official Records of Dade County, Florida within 7 days of execution by all the parties hereto, and further upon issuance of a Major Use Special Permit for the Additional Development, Associates shall record along with the requisite Notice of Adoption of Amended DRI Development Order a Notice of the adoption of that Major Use Special Permit. 10. The date of eftedutibh of this Agie6ffiertt shall be the date that the last patty si4he and adkncmledges this Agreement. "1 Attest t:o - Cf Tv tar N f ; FLbtttbA Attest tos i t y Hirai, Ci y Cl ..w Cesar H= Odio, City Manager Approved as to forth and legal su fa 1enCys „ Jo ge F rnandaz, 1 Ci At o ey City of Miami STATE OF FLORA ) SS: COUNTY OF DADE ) SWORN TO AND SU13SCRIBED before me this �dap of e9d M,5=0 _ , 1988. Notary Pub1L+C Notfry Publk State of oVate of Florida at Large Mrr C�mmisswn taP• APC 1990 Bonded tnru General My Commission Expires: I.%.und. 1111 BRICK= ASSOCIATES LIMtTPb, (f/k/A 1199 South Bayshore Drive, Ltd.), a Florida limited p&ith6 tthip. By: W.A. Bayahbro- As€ odiata9, a Florida gensral partnership, General Partner By: W.R. Development Partnership, Liftted, a New Jersey limited Partnership, a General Partner By: 1111 Brickell Corporation, a Delaware corporation, General Par er Bye (CORPORATE SEAL] By: 1111 B ickell Partners Limited, a Flo ida limited partnership, General Partner Byt 1111 Brickell Corporation; a Delaware corporation, Genera Partn Bye f .`... /(CORPORATE SEAL) By: W R. Brickell Corporation, - a Delaware •corporation, GanerC1 Part r Byz G [CORPORATE SEAL] STATE OF IFW ( dK ) r; ) SS: COUNTY OF V, W %,I j 9 K) The foregoing instrument was acknowledged before me this L day of 1988, by,�,..kZri as W.R. Brickell Corporation, a Delaware corporation and as s of 1111 Brickell Corporation, a Delaware corporation; on behalf of said corporations as general partners of ills Brickell Partners Limi- ted, a Florida limited partnership, on behalf of said limited partnership as general partner of W.R. Bayshors Associates, a Florida general partnership, on behalf of said general partner- ship as general partner of 1111 Brickell Associates Limited, a Florida limited partnership, on behalf of said limited partner- ship, and, in addition, as V j-, �..tk, .. .14.of ilil Brickell Corporation, a Delaware corporation, on behalf said corpora- tion as general partner of W.R. Development Partnership Limited, a New Jersey Limited Partnership, on behalf of said limited part- nership as general partner of W.R. Bayshore Associates, a Florida general partnership, on behalf of said general partnership as general partner of 1111 Brickell Associates Limited, a Florida limited partnership, on behalf of said limited partnership. CITY OF MIAMI PLANNING AND WRING BOARDS ADMINISTRATION DEPARTMENT 273 NW 2 STREET MIAMI, FLORIDA 33129 APPLICATION TO._AMEND DEVELOPMENT ORDER Section 2806 of Zoning Ordinance 9500, changes in approved Major Use Special Permit, reads as Follows: Changes in an approved final application for major use special permit, or final application approved with attached modifications, conditions, or safeguards, may be permitted after application to the director of the Department of Planning by the original applicant or successors in interest. Upon receipt of such an application for change, the director of the Department of Planning shall prepare a statement demonstrating whether or not such changes would meet the same requirements as for the original approval. The director shall transmit such statement, together with recommen- dations on the proposed changes, to the City Commission. The Commission may take such action as in appropriate in the matter; provided, if the Commission has not acted after two (2) regular meetings of the Commission have bow -hold following receipt of application for change, the recommendations of the director of Planning shall be deemed to have been approved. Whore requests for changes are made that are found not to be within the requirements for original approval, application for such changes shall be made as for an original application for major land use special permit. REQUIREMENTS: 1. Current survey of the property, sketches and/or plans as required. 2. Affidavit as to current ownership of the property and application, as well as Disclosure of Ownership form. 3. Certified list of owners of real estate within 37SI radius from the outside boundaries of the subject parcel. 4. Fee of to apply toward cost of processing. DATA 2/2/89 The under signed, being X=mMWWXWthe representative -of the owner, of the property located at 1111 Brickell. Avenue AND MOM PARTICULARLY DESCRIBED AS41 _ Attached hereto ega escr p on do(es) respectfully request the approval of the City of Miami for the following amendment(s) to the Development Order for the above -described Property as defined by Florida Statute 380.06: See Attachment II to "Notification of Proposed Change to a Previously Approved DRI" NAME Del ADDRESS 1221 Brickell Avenue CITY, STATE, ZIP Miami, Florida 33131 This application is _ approved _ denied in accord with City Commission on Resolution No. other P.A. . STATE OF FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS DIVISION OF RESOURCE PLANNING, AND MANAGEMENT BtJREAU OF RESOURCE MANAGEMENT 1571 EzeCutiVe Center Circle, East Tallahassee, Florida 3330 4244 (904) 477-4925 NOTIFICATION OF'A PROPOSED C11ANGE TO A PRWIOUSLY APPROVED DEVELOPMENT OF RRGIONAL IMPACT (DRI) SUBSECTION 380.06 (19), FLORIDA STATUTES BRM=08s86 Subsection 380.06(19), Florida Statutes (1985), requires that submittal of a proposed change to a previously approved DRI be made to the local government, the regional planning council, and the state land planning agency according to this form. 1. I, DEBBIE M. ORSHEFSXY, the undersigned authorized repre- sentative of 1111 BRICKELL ASSOCIATES, LTD., a Florida Limited Partnership, (Developer) hereby give notice of a proposed change to a previously approved Development of Regional Impact in accordance with subsection 380.06(19), Florida Statutes (1985). In support thereof, I submit the following information concerning the 1111 BRICKELL AVENUE development, which information is true and correct to the best of my knowledge. I have submitted today, under separate cover, copies of this.completed notification to -The City of Miami, to the South Florida Regional Planning Council, and to the Bureau of Resource Management, Department of community Affairs. Date ignature Z. Applicants lilt Brickell Associates, Ltd. C/O Mt, Norman Zucker Property Planning Group 000 Third Avenue New York, New York 10022 3. Authorized Agents Debbie M. Orshefsky, Esquire Greenberg, Traurig, Rmftmein, Lipoff, Rosen and Quantal, P,A. 1221 $rickall Avenue Miami, Florida 33131 4. Location: city - Miami County - Dade Township - 54 South Range - 4 East Section - 38 5. Describe and indicate on a project master site plan map or other maps all individual changes previously made to the development. please describe all changes previously made in the plan of development, phasing, build -out date, or in the representations contained in the Application for Development Approval (ADA) since the DRI first received approval. Note: If a response is to be more than one sentence, attach as Exhibit "A" a detailed description of each change and copies of the modified site plan drawings. Exhibit "A" should also address the following additional items if ap- plicable: a) Indicate all DRI ADA's or requests for substantial deviation determinations that have been filed -since the project originally received DRI approval. b) Attach copies of all modifications or amendments to the originally approved development order that have been adopted by local government (unless otherwise provided; if so, cite how). Response: None 6. Describe and indicate on a project master site plan map all currently proposed changes to the development. Please de- scribe in detail all proposed changes to the last approved plan of development, phasing, build -out date, or to the representations contained in the last approved Application for Development Approval (ADA). Additionally, supply in&. formation for appropriate portions of the chart below, indi- cating the proposed project changes: Response: Pursuant to the AGREEMENT REGARDING1111 BRICIMLL AVENUE DRI (the "AGREEMENT" attached hereto as Attachment 1) entered into between the Florida Department of community Affairs, the .City of Miami and 1111 Rrickell Associates, Ltd.. a Florida limited partnership, changes to the project phasing schedule and textual changes to the original deve- lopment order unrelated to project program elements are to be processed through this amendment. The developer wishes to amend the phasing schedule by providing for a single phase project commencing in June 1990 with a completion date of December 1992. Proposed changes to the project master plan are being processed under the city of Miami Downtown DRI pursuant to the AGREEMENT. 7. Has there been a change in local government jurisdiction for any portion of the development since the last approval or development order was issued? If so, has the annexing local government, adopted a new DRI development order for the project? Please provide a copy of the order adopted by the annexing local government, if not previously provided to the Department. Response: No. B. Describe any lands purchased or optioned within one mile of the original DRI site subsequent to the original approval or issuance of the DRI development order.. Identify such land, its size, and intended use on a project master site plan or other map. Note: If a response is to be more than one sentence, attach as Exhibit "C". Response: None 9. Briefly describe whether and the extent to which: (a) The proposed change may be inconsistent with any ob- jectives or policies of the adopted state land develop- ment plan (or, in its absence, the adopted state comprehensive plan) applicable to the area; and (b) The proposed change May be inconsistent with any local land development regulations or the adopted local coMprehensive plan. Response.. (a) The proposed change is not inconsistent with any oby Jectives or policies of the adopted state land develop-- ment plan applicable to the area. (b) The proposed change is not inconsistent with any local land development regulations or the adopted local comprehensive plan. 10. An updated master site plan or other map of the development portraying and distinguishing the proposed changes to the previously approved DRI or development order conditions. Response: See the site plan submitted pursuant to the City of Miami Downtown DRI and the AGREEMENT. 11. Pursuant to subsections 380.06(19)(f), F.S., include the precise language that is being proposed to be deleted or added as an amendment to the development prder. Response: See proposed Amended DRI Development Order attached hereto as Attachment II. Attachment 11 AMENDMENTS TO THE 1111 BRICXELL AvsNUE DR# DEVELOPMENT ORDER & MA.70R usE SPECIAL PEgMIT, Resolution No. 85=1095 The following are proposed textual the changes to the 1111 Brickell Avenue DRt Development order.. Note: Deletions to specific provisions are indicated by an overstrike character and additions to the text are indicated by an underline; asterixes (* * * ) reflect no change to existing text for that portion of the development order. The Findings of Fact With Modifications should read as follows: FINDINGS OF FACT WITH MODIFICATIONS Developer: The development proposed 1:4297646 1,556,000 square feet of floor area, comprised of the following elements as specified by the applicant in the Application for Development Approval and "Notification of Proposed Change to a Previously Approved Development of Regional Impact." Approximate Element Fleece Area f GSF3 S aees efffee 7897,781 Retail finelades 767953 9T289 GSF of restaurant used Palm Geurt 87975 Parking 575768a Leading 6;254 1-4a9;646 Open spaee at grade 64694 gsi open epsee on reels 44=5o6 got Pedestrian Open spaee 45-660 got eftiee Uses Phase l tower 94 levels Phase ll Tower 24 levels Seven stomp parking garage Restaurant of I g89 got with appreniffiately 8gg seat eapeelty ;991 spsee parking garage eentaining 606 standard spaces; 39a eaepeet spaees and 23 handieapped spaees PROJECT AREA asp FAR AREA Office 701,800 Office Child Care 9,000 710,800 710,800_GSF Total Retail GLA Level 1 36,000 GLA Level 2 36,000 Total 72,000 Maximum Restaurant Area 20,000 Retail Circulation 26,000 Retail Total 118,000 118,000,_GSF Hotel Room Floors: - 256 Rooms 157,600 Lobbies & Service 15,900 Hotel Total 173,500 173,500 GSF Parking At Grade 21,050 Above Grade (6 Levels) 493,650 Parking Total 514,700 (1125 spaces) Loading Docks At Grade 11,000 Below Grade 28,000 Loading Dock Total 39,000 (12 bays) 1,556,000 1,002�300 GSF Total Gross Total FAR Area f 9pea spaee at grade 64;694 gat eVea spaee ea res€g 4458$ gab Pedestrian epe% spaee 45=669 get offtee Uses Phase l tower 94 levels Phase 11 Vewer 94 levels SeveR story parking garage Restaurant at 1*289 got wttk apprextaately 399 seat eapaetty 1F021 spase parking garage eenta4ning 606 standard spaeesF 892 eetRpaet spaces and 28 hamAtespped spaees PROJECT AREA Office Retail Office Child Care Total GLA Level 1 GLA Level 2 Total Maximum Restaurant Area Retail Circulation Retail Total GSF 701,800 9,000 710,800 36,000 36,000 72,000 20,000 26,000 118,000 Hotel Room Floors: 256 Rooms 157,600 Lobbies & Service 15,900 Hotel Total 173,500 Parking Loading Docks At Grade Above Grade (6 Levels) Parking Total At Grade Below Grade Loading Dock Total 1,556,000 Total Gross 21,050 FAR AREA 710,800 GSF 493,650 514,700 (1125 spaces) 11,000 28,000 39,000 (12 bMs ) 1,002,300 GSF Total FAR Area The project is also subject to the applicable provisions and procedures Of the City Of Miami and development plant submitted by KshA Pedersen Pen A9s6e&&te8_ sheets p2t- P92- P98-7 AOr Al-F A2- A8- A4A- AS- A6 & A1.1- dates 2jtt�88_ J, revised 1�26#85v Murphy/Jahn., sheets T-1, C-1, Al.I-Al.5, A2.1 A2.4 and A3.1,-dated _?ebruary 271.1989. The development as proposed does not unreasonably interfere with the achievement of the objectives of state land development guidelines, or plans applicable to the City of Miami. The development as proposed is consistent with local subdivision and platting requirements. The development as proposed is consistent with the summary and recommendations contained in the "Development of Regional Impact Assessment for 1111 Brickell Office Development" No. 63.09, dated July, 1985 prepared by the South Florida Regional Planning Council. The project, as defined immediately above, meets the requirements for the issuance of a Development Order pertaining to a Development of Regional Impact as required under F.S. 380.06. 3 Issuance of this Major Uad Special Permit meats the requirements of ordinance 000, the Zoning Ordinance of the City of Miami. Resolution Meg or VOW - Special., "' Permit , qpprostim project, element ,Ayanue_,._DRI pursuant. Miami Downtown DR1_is____herO_by incorporated.by-reference. The Applicant, its successors, and/or assigns jointly or severably will: 12. Prior to issuance of certificates of occupancy for more than 450,000 gross square feet on -site, enter into an agreement with the County to fund, bond, or provide a letter of credit in an amount not to exceed $167,500 (1985 dollars) to the County annually for. construction of the Brickell leg of Metromover Stage II. This amount may be adjusted annually to reflect payoff of the bonds or other financial obligations incurred for Metromover Stage 11. construction according to terms specified in the agreement In a manner similar to adjustments currently made annually for the Downtown Miami Special Taxing Distriot-for,the Peoplemover. If construction of the Brickell leg of Metromover Stage II has not begun by January 1, 1992, 4 411 1095, all funds provided to the County puraulht to this Condition, plus into -root, are to revert to the applicant by March 1, 1992 1905. Otherwise, the requirements of this condition will terminate tqhp-ti all bonds for the Britkell log Of MetroMoVer Stage it Construction have been retired. In the event that a special taking district for funding the Brickell log of Matromover Stage It is established by a local ordinance, the payment requirements of the special taxing district shall supercede the requirements of this condition, and any payments of funds to the County shall be credited against the special taxing district assessments. 14v Insenmrate the following energy sonservation measures into the development -MaKILMUM fileKkbtlity Of ate sondttionkaff systems to aeol: only oeimpied areas fen a fleerfAbySE36ser basis at WARinum-)v - -Revolving doers at major projeet entrammov -Air distribution using a variable air volume systems -Air sondittening energy efffeiensies +HER-) equal: or greater than 12v6 or less than Gv66 Wjftenr -Heat produsing areas and equipment +eaok&Rg7 water h8stAR97 8tOV4 isolated from air eenditioned enemy mana ent syet+as that P"Mkda B'tartfstop ept#tateaticM. tiie of day seh+dat4ng eleetr#e demand limiting night temperature set back¢startup Programmed maintananse and bu#�d#ag -4ghtfng eaetrei' -eeftPutertined e1evater +eantrel system in all: highArtse. stmetureav -Natural gas or other nandeMetr#e energy Bourses €er seeking; spase heating; and water heating in restaurants; where feas#blev -Individual eleetrfe metering of tenants* -Mfnfmal use of faeandeseewt lighting; and use of ELoureseent task lighting and 4ndfreet sunlight Where possfblev -Solar water heaters er waste heat reeevery naAto to preheat eeek#ng and washing hot water in prejest restaurants; where feasible: } -Het water temperatures set at or below IA6sF where: k allowed by health eedes and equipment requfrementsv -Lavatory water flew of 8v8 gallons per minute or less and water elesets that use as more than three and ene®half gallens per Bush: -Use exterior shading or tinted or refleet#ve glass to reduce the amount of direst sunlight entering air eenditfoned areas* 6 - 89--5�� igkt eiieetii�g aad�er light ee1e d wall sekiaeaft With me at abaerptioli a"ttletenets iesa than or a al to 0*80s r.. i13-keYele siappett feeiiities ifteluding se"Um bike it raeka or storage areas, and; if feasible le ere and ShO%ftrJS €er pre feet emple ev =the applieant small prepare a statemient Signed by the registered prejest arehitest that nit energy eanservatian eanditiens eentaised in Genditien 964 have been sat its the preparation of the detailed eenstrust#eR drawings, prier to issuance of a building peraity 14. Incorporate eneroy conservation measures into the design and operation of the development. At a minimum, construct all development so that it is in conformance with the specifications of the State of Florida Energy Efficiency Code for building _e x construction. 1-8-r Restudy BOMBS of the loading baY87 and iagrevemente in the landseape treatment of the northwest earner and � Briekell Avenue frontage of stb!feet site; pursuant to eemmeftts of Miam Large Seale Development GONMittee; at its meeting of May 29; 1986T 7 a 18. pursuant to Section 380,06(15), Florida Statutes (1986), the City hereby establishes Jafivary 1; 1995 as the date .until which the City a €T that the 1111 Brickell Avenue bIRl dayelopment of Zygional itlpact Shall not be subject to down zoning, unit donsity reduction, or intensity reduction, unless the City can demonstrate that substantial chanoea in the conditions underlying the approval of this Amended Development Order have occurred, or that this Amended Development Order was based on substantially inaccurate information provided by the Developer, or that the change is clearly essential to the public health, safety or welfare. 197 No building Permit®; ether than for demolition and site elearanee; shall be issued Prier to the reeerdation in the publie records of Dade Eeunty; Florida; of a vehiele eressfiaeeess agreement between } k the owners of the subjeet site and the ewners of the property immediately north of the subjeet niter known as 1181 Briekell Avenue,- which agreement shall not be reeerded until approved by the Gity of Miami Law Bepartment: 19. The deadline for commencing physical development at the site shall be eighteen (18) months from the effective date of this Amended Development Order. For purposes of this paragraph "physical development" means site preparation undertaken pursuant to a foundation permit. 24: Provide that the effectiveness of the Development Order shall be stayed and no further development Permits thereunder shall be granted, until such time as an Amended ADA, providing updated information, is submitted to the Council, City, and State and an Amended Development Order issued, if Condition 12 has not been met within three (3) years of the effective date of this Amended Development Order or if construction of the Srickell leg of Metromover Stage II has not begun by January 1,.1992, 1995. if this condition is triggered by events outside the control of•thii Applicant, the scope of the Amended ADA and the review thereof shall be limited to air quality and transportation information, impacts and issues. Air quality and transportation information in the amended ADA shall be in the format specified in Exhibit 6 (DRI k Assessment, page 74) or, at the option of the Council, another format may be specified. Should the Development Order be stayed pursuant to this condition, nothing herein shall be construed to limit Condition 27 below that this Development Order runs with the land, and its terms and conditions are binding on the Applicant, its successors, and/'or assigns. .. ; ,. 26 !Aaarparate late the aeve1e0tant order far llil Briekell a time the ehawing the ppajeet phasing; speei€ie eleAente of the pre set plan; aftd eettditieas at the Development Order ak#eh are met in eaek phase or by other speeitfed datest f ngvre 1i: 26.87: Require recordation of the Amended 1111 Brickell Development Order with the Clark, bade County Circuit Court, within 30 days of the effective date of the development order, pursuant to Section 380.06(14)(d), Florida Statutes (1984), specifying that the Development Order runs with the land and is binding on the Applicant, its successors, and/or assigns, jointly or severally, and shall include the following: a. That the City Commission of the City of Miami, Florida, has issued an Amended Development Order b. c. for the 1111 Brickell Project, a Development of Regional Impact located at 1111 Brickell Avenue. That the developer of the 1111 Brickell Project is 1111 Brickell Associates. with offices at 848 Briekeli Avenue- Sn4te 488A; Hiami-r Fierida; That the Amended Development Order with any modifications may be examined in the City Clerk's Offices, 3500 Pan American Drive, Dinner Key, Miami, Florida, 33131. 10 a: That the AMOnded Development order constitutes a land development regulation applicable to the prOPOrty that the conditions contained in this Development order shall run with the land and bind all succeasbra in interest,, it being understood that recording of this notice shall not constitute a lien, cloud or encumbrance on real property, nor actual nor constructive notice of any of the same. This development order shall be eansidered nail and veld by BeeeMber of 1992; unless actual eenstruetlon t work; exeluding grading or exeavat#ag; 18 substantially underway an that date: 27.28: Work with the applicant to prepare a Minority i Participation and Employment Plan to be submitted within ninety (90) days of the issuance of this 3 Amended Development Order. 3` E 28.29: Work with the applicant to develop a Minority Contractors/ Subconstractors Participation Plan to be submitted within ninety (90) days of the issuance of this Amended Development Order. 3 {{ f' The C#WL IONS ():P LhW age rbad an follms t } The 1111 srickell project, proposed by 1111 Britkall Associates, complies with the Miami Comprehensive ' Neighborhood Plain, is consistent with the orderly development and goals of the City of Miami, and complies with local land development regulations. 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 a j Miami; and , The proposed -development is generally consistent with the Report and Recommendations of the South Florida Regional Planning Council and does not unreasonably interfere with any of the considerations and objectives set forth in Chapter 380, Florida Statutes. s, Changes in the project which do not exceed development parameters set forth in the Application for Development Approval and Report and Recommendations of the Regional. Planning Council shall not constitute a substantial deviation; under chapter 380 Florida Statutes, notwith- standing City zoning approvals which may be required. The phasing schedule changes and textual changes to the original 1111 Bricked Avenue DRI development order set ' forth herein do not constitute a substantial deviation. 1 12 N, 4 . 89-585 - - -- - - -10 », r k �Y SUCTION $ t `$ 9"ton I Requirements for koset:_V&tIon of D#VelOPffltftt tr6dita Within bOwnt0wn0ftt ARVA PROJECT INMPXATION _ SItgHT TRAPPtC IMPACT STWIt, see Appendix 13. AIR QUALITY STUDY, See Appendix C. ECONOMIC IMPACT DATA prepared by Andrew bolkart, Laventhol Horwath; text follows. HOUSING IMPACT ASSESSMENT The number of existing housing units propose to be demolished, including type and size of units and cost of rental rates. Response: Nona The number of new housing units proposed to be provided on site, including type and site of units, cost or rental rate. Response: None The amount of any contribution for off -site housing, and a description of any specific off - site housing projects which the applicant proposes to assist. is Response: a monetary contribution will be paid as required by local ordinance An estimate of the number of school aged. children anticipated to reside within the project. Response: None DAY CARE an on -site facility is proposed with 9,000 square, feet of indoor and 22,500 square feet of outdoor play area. A day care operator is, as yet, unidentified. APPLICATION FOR A MAJOR USE SPECIAL PERMIT See Section 5 PROJECT INF M WON %Mttt Address or Location of Project .11,11.,.Brickell Avenue Name of Project 1111 Btickell DP-t Name of owner lll.lJ3r-iq);plI Asaoci&tasjLtd: Contact Person Debbie.-.14 Phone -)947-9705 Addrots _e VP �fRofXA 43TI� uetel# P.A. Estimated construction start (mo,/yr.) 6j_90 . Estimated construction finish (w./yr.) 12L9,2 Net lot area (square footage) ­1,�4_pSS4 square feet Type of Project (please check and fill in A.0 aphlitAhl sections): New building or [ - I Addition to an existing building Total New Floor Area (gross square footage):*See Attached Table 1 office wholesale/industrial None retail/service hotel (rooms) institutional None residential None None convention None attractions/recreation None (seats) r7Rewdeling of an existing building or structure Total existing floor area (gross square footage) Not applicable Approximate existing floor area affected by remodeling (g.s.f.) List all exterior alterations List any proposed excavation, filling, or alteration of a shoreline List any proposed tree removal, exterior site improvements, or landscaping List any proposed change in land use (refer to land use categories listed under New Construction: Existing Use g.s.f. — Proposed Use g.s.f. — List any proposed change in number of dwelling units, hotel rooms,- or seats in attractions/recreation facilities 11 Demolition List buildings, Structures, and/or site improvements to be demolished None ---------- If the buildings) to be demolished had a valid Certificate of occupancy on June 20., 106M. fill in the gross square footage Of floor area to be deftlishedi office WhOesale/induttrial retail/service hotel — ...... (rooms) institutional residential convention attractions/recreation Fences, walls Excavation. Deposit of Fill, or Other site The site has been previously cit Describe excerpts__ jr-om �� iginal—pro1ect t (seats) go attached_ onfor--pevelopmen- pprova X1 tree Removal Aor Landscal ping Describe A landscape plan will be provided prior to obtaining a But'Ming permit. larking Information: Number of on -site parking spaces* Existing Not applicab�%posed 1125 If any off -site parking is proposed to serve this development, please explain None. 4 HousingInformation: List monthly rental rate(s) for any existing rental housing on this site, or market value of any existing owner occupied housing Not applicable to be filled in by Planning Department: Category: 1 2 3 4 M.U.S.P. Notes: Supplemental Fees: Administration (g.s.f. of Now Development) x $0.050 = $ Recovery (g.s.f. of New Development) x S $ Transportation (Net New Development by Land Use) _ x S = $ x $_ S x $_ $ ki J Air Quality (Net New Development by Land Use) x $ = $ x $_= $ x $ $ p Total Fees TABLE 1 Approved Per Resol. 85-1095(gsf) Eice 789,781 tail 55,928 tel (rooms) None Proposed Net New (gsf) Development (gsf) 701,800 -0- 118,000 62,072 173,500(256) 173,500(256) 89--58 , .'yam Sfli rY+��i+ V f FLORIDAD I A1�tOrSiATE G eot-ge ]���1y./� y +Q Secretary d Sfaft r!A- yy V ..•� i•;r. t•t� DIVISIOM OF ARCHIVES. HISTORY ANb RECORDS MANAGEMEMT December 3, 19$4 The Capitol, Tallahassee, Floods 32301.8020 (004) 488.1480 In Reply Refer to: Ms. Molly Hughes David Plummer and Associates, Inc. Consulting Engineers 4225 Salzedo Street Coral Gables, Florida 33146 Mr. Mike Wisenbaker Historic Sites Specialist (904) 487 -2333 RE: Your Letter of November 8, 1984 Cultural Resource Assessment Request 1198 South Sayshore Drive DRI #4165, Miami, Dade County, Florida Dear Ms. Hughes: A review of the information contained in the Florida Master Site File indicates that there are no archaeological or historic sites re- corded within the project area. Furthermore, because of the location of the project, it is considered highly unlikely that any significant, unrecorded sites exist in the vicinity. Therefore, it is the opinion of this office that the proposed project will have no effect on regionally significant archaeological and historic resources. We hope that this information will assist you in preparing your answer to Question 19 of the Application for Development of Regional Impact. If you have any questions concerning our comments, please do not hesitate to contact us. Your interest and cooperation in helping to protect Florida's archaeological and historical resources are appreciated. Sincerely, George W. Percy, Chief - Bureau of Historic Preservation GWP/WKp cc: Gary Kresel Marty Singer { MgtAO1*Ot.ItAN DA OUNTY, FWAMA November 29, 1984 Hs. Nally Hughes David Pl=*r & Associates, Inc. consulting algineera 4225 Sallido Street coral Gables, FL. 33146 Ofrftt Oft 00UNTY'MANA410 COMMUNITY AND MOW: DWOL00109W MISS` AIC PAMAVAtION WIMON WAAMA f vLACt 111 S.W. Sth AVtNUC SUS 101 MIAMI, #LOAIDA U130 S 1984 DAVID PLUMN40 R ASSOCIAM, 14,. RE: 1198 South Baysbore Drive DR! #4165 Dear Ms. lh#m: Them is only one recorded historic site in the vicinity of the -proposed project. This site is the Jackson Fame at 190 S.E. 12 Terrace and will. not be affected by the project. Although no archeological sites are recorded for the tract, them are kw*TL archeological sites In the vicinity. It is possible that unrecorded sites exist beneath the fill of the project tract. We appreciate * your invitation to monitor the initial phases of eartbe0ving in order to determine if any site might exist there. Please advise ma at least two weeks prior to such activities so that T can schedule it into our work load. I do not anticipate any delays or obstructions to the construction schedule by this monitoring. In the past 6 years, our archeological program has not caused a single delay to construction projects in downtown Miami. Sincerely, Robert S. Carr Archeologist Historic preservation Division RSC/itk P.S. your letter of November 12, 1984 did not have the attached project Map, could you send one for our files? The till $ricked Project is a mixed use development containing 710,800 square feet of office space, a 251 roots hotel { of i73,5bd square feet, $nd 118,On� square feet of retail and restaurant space. The remainder of the project's 1,6 million z square feet is contained in its parking structures and service areas. A. OONSTBNCTION DATA .... _ ........... CO LSTB TABtSS 20.1 AM 20.2. Tables 20.1 and 20.2 follow. Table 20.1.1 is also attached which contains the detail of the calculations shown in Table 20.1. 139-585, . .... . ... 4; TAM 2-0. 1 CONSTRUCTION COSTS lilt MICKML AVENUE COST ITEM, TOTAL COST PERCENT M REGION LAND $234000,000 100 LABOR $56,031,500 100 MATERIAL $56,031,500 70 INTEREST $24,724,000 so SOFT COSTS 1/ $12,921,000 50 $172,708,000 87 .................... NOTE: SEE TABLE 20.1.1 FOR DETAIL t/ INCLUDES ADMINISTRATIVE COST, SALES/MARKETING COST, AND PRELIMINARY r TABLE 10.1.1 CON§TRNCTION GflSTB : btTAIL 1111 ER1=LL Avout COST COST ITEM PER UNIT OFFICE BUILDINGS 60 TENANT IMPROVEMENTS is RETAIL 60 TENANT IMPROVEMENTS 22 HOTEL 110 PARKING/SERVICE AREA 25 UTILITIES SITE IMPROVEMENT DESIGN, CONTINGENCIES, ETC. ............... SOURCE: TABLE 20.1, GA/PARTNERS. Nmii OF UNITS TOTAL COST i i i i i i i i i i i li L i i i� i i a i i 705950 $42,357,000 592998 $10,671,964 11$850 $7,131,000 95190 $2,004,180 175175 $19,269*250 600025 $15,000,625 $234,409 $687,571 $14,615,000 $112,063,000 II •. •I$—000 Va_ ii14+999_ %SL5'OW - $25.0 ` - --=_----• $24,999' 9,,999 *' .... _ ........ fi!!P• REG- flier REG slip REG E P REG, rr•• _••rr ♦r•r ••._rr r..r 100 $50,000 - & OVER r---rr•.--- REG rr�• rr�t� 0 100 OM r . r • 3' 2675 H,FM I+1'i R-RESIDENTtAL AMD MXED3 USB pMnCTS, ColaiLM TA= 30.3. Table 20.3 fellows. TARtt 20.3 A At OPUATINO COSTS till $HIS AVEME COST ITSK OFFICES. WAGES AND SALARIES FRINGE BENEFITS OVERHEAD AD 6 PROMOTION SUPPLIES AND MATERIALS OTHER SUBTOTAL RETAIL: WAGES AND SALARIES FRINGE BENEFITS OVERHEAD AD 6 PROMOTION SUPPLIES AND MATERIALS TOTAL, COST i iiitiYirYYlti $423,208 $92,982 $2,100,596 $30,891 $189,347 $256,087 $98,486 $21,638 $488,835 $7,189 $43,133 $3,089,112 r i r ... i r i Is ,k: M:+ � :w e• a :i. � !: - e :!R :e: .t c •e Table 20.4 follows. The base data for employee income is 1984. This data was updated through the use of the Miami consumers Price index (All urban Consumers). Table 20.4.1 showk the detail of this process. This development does not have a residential component. UNDER ' 14a9" $8.0O0 .................. .................... RES 0 3 RES Sit CODE ': ............... ENP .... REs ..• or .... Elf REo : .Y.• ....' ENP ...• 561.... o a3 63 o a � 63 0 n S63.... sal.... i 63 a 63 0 S94.... 4 63 38'0 40 a 599.... a a 3 a :::: 6�3 a s Al IMLE 20.4 puAmeMT EIptaimm Jill NICKELL AVOW Maw su• $24.999 ..................... 0 x us Yor RED_ or 2 63 is ai 331 63 48 63 48 63 612.... 621.... n 0, 63 63 0 S, d3 0 48 63 641.... 0 a 0 is 63 0 193 63 661.... 6fl.... n 63 ; 63; 63 0 0 97 JS 63 63 701.... ` 63 630 0 74 63 Q 2 630 7M.. •• ° 63 0 is 63is AX a 2s 63 OOa - fsa.00o • $49.999' • s OVER ..... 0......... ....... 4.4....►..... N 11 us 9 % was MAE ENP REa or or REo or 1w. .♦.. ♦y.. i.... .... ..... .... A a 63 0' 0 63 a a 4 0 o 0 a 63 a Q; a 6S a 44 a 0 63 a a a a. 63 6S a 0 o 0 as 0' 10 63 ow 6633 a 63 Q 19 n a a to S 63 a go a tTl a 63 63t 394 a 86 63 0 is a o a _ 63 a a a a 2m 63 a 36 6'3 Sao a 843 a at a " TABLE 20.4.1 LABOR EARNINGS IN DADE COUNTY LABOR E COM EMPLOYMENT MANUFACTURING 1832174952 1028 42936 3751 3863 CONSTRUCTION WHOLESALE TRADE 1849553250 2209332877 60295 146140 9 RETAIL TRADE F.I.R.E. 1496242927 2448124752 639 73949 T.C.U. SERVICES 4801854856 243652 53 NGS.if86. 19183 8490 766 555 24024 27684 24759 140 9 14059 23�15 901 �. 1429 2954 145 13641 21116 21762 1438 29998 17830 3091E 18376 18686 18.9. It is not anticipated that there will b6 any d"SOMI variation in employment. TAM saw mmnud&=One Vy"17rKat or r The site is presently vacant, ao governmental assistance is being sought. f L .r �t rt yS(S( MAW - Y j RI -I-__ f r� H e - s •. ;gat -� • a � � � t-a� Tables 20*7 and 20.9 follow. The data in 'fable 20A is �m supported by Table 20.8.1. The non -ad valorem revenues are for }� P` �a fiscal year 1966-1067. These revenues are brought forward by the. 14ialai Cpl. The revenues are attributed to the proseat by fQj� applying certain per capita revenues into a residential and non- residential component. This is done by attributing one-third ofr the relevant per capita revenues to the place of work and two- thirds to the place of residence. thatt 10.1 AD VAtmi Rums 1111 bate= AV E I, 'SAL TOTAL { VALUE 172708000 ASSESSMENT z RATIO 0.9 HOMESTEAD EXEMf tolls 0 TAMABLE VALUE i55437200 TAIL RATE ($l1000) 30:2241 AD VALOREM { TAXES 4697949 REVENUES TO: � DADE COUNTY 1136712 SCHOOL 119577$ CITY 1492119 LIBRASY 139993 f=' DEBT SERV.I 201136 y; DEBT SERV.3 363428 WATER MOT 85024 MISC CITY 77719 FLORIDA INLAND NAV. 6140 SOURCE: TABLE 20.1 >, ti NOTES: 1. FY 1988 TAX.RATES. 2. DEBT SERVICE 1 IS COUNTY DEBT 3. DEBT SERVICE 2 IS CITY DEBT. k ry { uAtt20 N0m*Ab VAS t � E6 R�llioi�W6 i PSI 0APM COWMC A#. notb 1AL 'r= = LtTY TAM 476.15 2304 0 365►316 T6, BWG (1) 560315 2 0 13.83 2304 0 10611 132.47 2304 101635, IV. WAS 2304 0 113312 7.10 2304 0 5447 y C. 176.33 2304 0 13S286 '34S.45 2304 0 26SO40 . x• 1299.28 2304 0 1557164 1, BUILDING PERMIT REVENUES AT .5. OF CONSTRUCTION COSTS. SEE 20.1.1. THIS a IS ONLY A PROJECTION. ACTUAL REVENUES'MAY' BE MORE 08 LESS THAN THIS ESTIMATE. e 2. REVENUES FOR THE COMMERCIAL AREA POPULATION AT 33.3% OF PER CAPITA REVENUES AND 66.7% FOR THE RESIDENTIAL AREA POPULATION. SEE SECTION 20.1K.':' yyjy '" 4 AND 20.S.1; GA/PARTNERS•'` DICE: TABLES 20. :�.. UAIA 10.8.1 rout stme�y�t��ypy�� ICMU HIAld F N� { � F yx i wo 41/68 POPU ATtOX 9U UVITA fY • 3 3 r VALOW i 168365000 366210 437.23 41G.SS �T0 4888000 368210 13.28 13.63 OOVT4682SO00 52292000 366110 142.02 147.95 ' ' 368210 127.16 132.47 & FM 2S11000 368210 6.82 7.10 � 62324000 366210 169.26 176.33 , 122100000 368210 331.60 WAS s oeti I4 -0 7 N 7T-7 i!` :,r r a Table 20,9 follaWs+ _ TABLE 20.9 TENANT COSTS 1111 BRICRBLi• Mum SALES FOOT-.-.-- Holm VI SCOST TOTAL 91B14'II - TENANT SIC CODS CIA. (S/Fy PER .......... ------- ----- ._ -------- __-- --•-- ---- ---RMIL: WONMENSRtiSWF.AR 561 56 0 65770�� 251;os 1195?w 355.000 110 5.50� -� �8� 0 RESTAURANT KISC REM OTHER RETAIL 59 599 140 50 855 50 5 •00 gg �00 55.00 PER S V CE 723b�4 739 6570 250 BUS OFFICE: 59g9 30.0000' 0`5 0 pINANCB � FINANCE ", 6025 602661i �900 �n`aa' $ 0 nudr=ic#a rr� & + r (2 originalsNBC C:-89=12a0 READ ARiit= 23 Ate 25 W MM Ckib= 9500 AND AMM MNISM for 1111 Bricked Associates, Ltd. I, DFMM M. ORSFOtSKY, Authorized AceAt72qp1y to the dirtictot of the Department of Planninc for aq=ftl of a Class C Special Petit Blida& the PtOvisions of Article 23 and 25 of the City of Milsifui Zoning cue s;. i M. Address of Prc9pertp 1111 Btt2('= AVE �- Nature of Proposed Use Mn= USE (oFF;[C:EtdMOG!P=/Fi=) Zoning SPI=4 AND SPI-5 Atlas Shaul 31 Nature of Application (Be specific) to= USE (701,300 SQ,rr. O"IC-/118,000 SQ.FT. C22 C=/173,500 SQ.FT. a=) I attach the followinq in support = wq)lanati.on of this applications Lacation trap survey,Ptvpmty tree survey and planting plan Zoning, facts Atchitect's seal (unless owner's built) Fully diam mional plans with rights of way One set of plans shall be submitted in addition to the two requited sets for the building pmmit. This set of plans will be in the Planning Oeparta%M file and shall have no amwzkmnts on the print. **PffiMT FMS Alm; ** Fee of Painting (only in SPI districts) ..................... ...$25.00 Signs, fences, canopies, mirror appurtenances and minor repairs to be reviewed as required by the Sched,I of District Regul.at m us ........ ; ............................ $40.00 Section 2003.6$65.00 ............................................ RS, FrCr-1� ......... ..$100.00 ......... :...................... ... W-2.1, 2.2,2.3; PD-2.1; SPI-1, 2,3, 4,5,6, 7► 9, 10, 11, 1.2, 13, 14, 14.1, 14.2, 15, 16, 16.1, 16.2, 17 18;.Seeticsm 2014.1, 2510, 2511, per square foot of gross building area, based upon the -definition of building (Securest 3602)...........................................$0.015 Minimami ...................... ............................$300.00 PD-H, PD-fC, PD-M, per squats foot of not 10t ases.......$0.015 Minism ..................... . .... ...... .....6............$730.00 All other ap;W=ti,ons as repizud by the text or the Reguls 100.00 Schedule of District ti,ores.........................$ s Names 1111 BRiC3= ASSD. LTA. - Addtesss 1221 ffi1IC3= AVEME, 23RD T%CM City, State, Zips t+IMW, FL 33131 Phone: 305-7654500 ` - Agent's Phone: 579-050041 In case of an appeal, the owner agrees to full discf€ Public Notary Seal %F�f Sworn to and subscribed be�^b17d'u�elt pn,Vth M r h, �1989. Mr Cemminits :rp;,os am. in,1992 ' Any Project r'e4�g a Class C Spec3a�"I t1" first be reviar�sd by the Building and Zoning Departmeeut(2nd Flcw)to insure that each project :e cmfomm to all zoning requirements. Therefore, this foan must be signed blithe Chief Zoning Inspector before the project will be considered far fiscal approval by the Direct= of the Planning DeQnttasestt. Both pages namt be cmpleted prior to the granting of a Class C Special Penat. s "This project has been reviewed by the Building and Zoning Depasttoent and has been found to be in cmto=m= with all zoning requisma nts." Cftief Zoning Inspect= Date • h Page 1 of 2 I APPLT=-. ICN riles ilWbtt f l- :t is i.-tended !,at fIS' lot use aveciaL ..MLts be recuired Utert vpwifie':l' uses andfor -� -w iea it-Nblvt mattes deemed to be of c1 }hide or area. 'aide ]..: OrCance, C: • C-Inttission shall M solel'v re..s&jnSible fcr detetftMtiOh& cA appii.cations f0t major use special peiini ts. ( See Article 28 ) The City CctfWi6sion shall refer all at pliCations for major use special permits to the PIWUUAg Advisory Hoar and to the director of the Deparit- ;wit of Plahfti xi for MOWI f Rations. and &W make referrals to other agencies. bodies, or officers, either thrt xh the Department +st of Plat&Uw or ditectly for review, analysis, and/or technical finding and detedinstiong and reports thereon. (Sect/= 2301.5. ) I, Debbie ill. 4rshefsky, zsq. , haretYy apply to the Director of Plarmina of the City of Miami. for approval of a Major Use Special Pettit under t!n provisions of Article 28 of the City of Miami Zoning ordinance. address of Prommrt: 1111 Brickell Avenue Nature of Proposed Use (13e specific); 701,800 gsf of office use; 9,000 qsf of indoor child care use; 118,000 gsf (72,000 qla) of retail user and a 256 room hotel. Preliminary Application i attach the following in support or explanation of the Preliminary Applica- tion: 1. Two copies of a survey of the proy—cY prepared prepared by a State of Florida Registered Lard Surveyor. k 2. Affidavit disclosing ownership of propecry covered by application and R t disclosure of interest foam (Foams 4-83 and 4a-83, attach to applica- tion, 3. Certified list of owners of real estate within a 375 foot radius from the outside boundaries of property covered by this application (Form 6-83, attach to application). 4. Mapes oft (a) existing zoning and (b) adopted comprehensive plan desiq nations for the area on and around the property covered by thus appli- cation. S. Gemarai location map, shmdmq relation to the site or activity to major streets, schools, existing utilities, shopping asses, igortaant physical foams is and adjoining the project, and the lihs. 6. Concept Plan (a) Site plan and relevant information. Sections 510.2.3 (a through h) and 2304.2.1 (d th=z3gh h). (b) Relationships to susrauniinq existing and proposed future uses, and activitisa, systems and facilities. Section 2802.3.2(a). (c) How c affects existing zoning and adopted cxsq shansive pion principles and designations; tabuiatitxt of any required varianoes, special permits, change of zoning or exmg2tio n(SeecYioi 2802.3.2(b) 7. gewalopnenal. B pact SAY (an application for deveigzmat approval for a Developnlerm of Regipnai Impact may substitutes) • �}(� Page l of 2 APM=Ml rCF A WM ttt ptWt 8. Othet t Za- st�eifjc) -. 9. Fee of , b"1-6 oil OrdlUa 1039g. Additiork%L Lee* for ailv tOftjLgd char es of r or watiatma shall 1)6 it, aCCftd Section 62-61 of the City ith to" feesasIlAtfad in Coda &a OwuWas 103DOO Fee tabulationt Other (SPOCIII) t "n TI*Alt Final Application I attach the following addLt4=zl irf=ation inMor 4 the final applications ........... ........... k Signatumll Names Addmss City, State, Zip: Phones This application is approved C I denied in &==d with Cilrf Ccmission Resolution Number: Other: Date: Serqzo FUdrU;LWz, ULM= PlaflhirAq Dq=p- I P Page 2 of 2 'wn�i�,t,� SC�A�yE� �• gU -\iVJI'{il ut �LlY7G the urmeftign� authbiftty, this day appeared M,._ ORSiiErSEI being tr i".t fifes dul't tic upl5sl oath. de0b"M &A Sayft: 1. 'Ttsat he is the lesgal rep>"lxsAtive rsf the aaner. satridttirg tthe acewpartr=4 application for a public helm AS t"Ar9d by ordinance No. 9500 of the Code of the City of M AIAL. nbVi>,'ii►, effecting the meal pfopert7 located its the City of M&W as deems ail Listed on the pages at-umthed to this affidavit and rade a part thatled. 2. That all owners which he reprise i i.« SEEP. have #Vefl their" full and c lete peraassicn for rim to act in their tehau for the dwo ,jr m%U.Ci::tua of a classifi.c3tica or regulation of zofdng as set out IA the acc=:p= A petition. 3. Thit the pager attached hereto and facia a pan of this ait%U it =VAi s the =Tent n;smes. Mal" addresses. ;hWA =Wmz and lepl deaers=1 cam for the rval propu CY %bids na is the o+wnw or lSOl repre.sefftaitive. 4. The facts -as represented in the appLicatica and doesmis= m*mj red in trofi jurictiazs with this affidavit arc trace and eo lect. Further Affiant Wye= nat. ��tSSA tNaar i . : Boom tom subscribed before me t. this dap of� 19d.G� i4V�.l guoiic. state of FloiULa at LAM STAntr Ranh • : S++17"KltKit t1lLJMi�ie:t iftiii�etMt�l10. �p wi1V Qwnef—t 'game ill. 'rickeil Ass=.ates Limited. a Florida lisited UattheftA= nailina Address=-bbetty Planniihd Group �U liIMP ,elEbnone Ntxaeei`si2�d^lXGrk 10022 Legal Descriptioh: Sew AttNthed EXO BIT "-" hereto. is Owner's Nanfe Mai iino Add ..ts Telephone Number Legal Description: Owner's Nave Mailing Address telepnone Number Legal Description: 3 Any other real estate property owned individually, jointly, or severally (by corporation, partnership or privately) within 37S' of the subject site is listed as follows: Street Address Street Address Street Address Owner'S 'iafth ill! Brickeil .. Associates Limited, a Florida litited biLttfefthi __ 1 1 o orm ....,. - Mailing AddrE0_ ,: ouettV Platinifia Group ; �vin--------------- `elE6nOne Nuni6efr •+ie�t_Xo;k - 10022 Legal Desttibtiohr See-Att9dhed E24HI.BZT " ." 'hereto. Owner, s Hari Mailing Add".11mom Telephone Number s Legei bescription: Owner's Nand I Mailing Address Telepnone Number _ Legal Description: An other real estate property owned individual) y` y Y. jointly, or severally _ f (by corporation, partnership or privately) within 375' of the subject site is listed as follows: Street Address Street Address Street Address Legal Description .•::i��"Lii n`.H �t :? th{1 7C. $loll i:.Y, lccbtt+.Yg to ttt pIit of twt 1:"t-fir "AO Cr 4tiCiCl'tL i 1 , ;`:�M T� `F& MAC • a wlAttl ai rtt6tee bllt .:tt i`La tt pt't l..i I?iAl Ytittrly of tht bt mor tiv: t- of•ity itrt of Scuth fIfshort DH V* (ts shftA on tttt ctptt/h tilt of 'StICKILL S'O§t `:'+tA', is rtt6rCttt th plat Ink 122 1t Pitt 2s)t All of tr* abet# a cbrainq to the public fitcores of Otes Cunty, flortct, tha lyfnq to Stctten 38. Torhshio St South, Rena! A Eist. C`.ty of Misfit, Cidt touhty, ilorldt. Motu TIRt tAETMI p •AT7tx Of THE AtOYt CLStlt IM 0MICAL IS 1LAM: Ax0 IS CROWN AS T ►CT 'A' SAMML !Mott TCYtA {0s 122 p.2sl. ` 1111 ME LL AiiENWE DA 1111 SRICX= ASSOCIATES UXITED, a Florida limited pattfiership General Partner of 1111 8rickell Associates Limited iS: W.R. Bayshore Associates, a Florida general Partnership Its General Partners are: W.R. Development Partnership, Limited, a New Jersey limited partnership Its General Partner is: 1111 Brickell Corporation, a Delaware Corporation President: Irma Morales Vice -Pros. Sec'y: Georgette Miller Its Limited Partner is: W.R. Associates and Co. Limited, a New Jersey limited partnership Its General Partner is: W.R. Associates, Inc., a New York Corporation Pros.: none presently Vice-Pres./Seely: Georgette Miller illl Brickell Partners Limited, a Florida limited partnership -t3 -111own/DM0/8299/030289 V Its General Partners are; W•R, Brickell Corporation, a Delaware corporatioon President: Irma Morales Vice_Pres./Sec'y: Georgette Miller 1.111 erickell Corporation, a Delaware Corporation President: Irma Morales Vice-Pres./Sec'y: Georgette Miller Its Limited Partner is: W.R. Equities, Inc., a Delaware corporation President: Joel Morris Vice-Pres./Secretary: None Limited Partners of 1111 Brickell Associates Limited are: Sophal Inc., a Florida corporation M Pres.: Irma Morales Secretary: Georgette Miller h' Chicord Services, N.V., a Netherland Antilles Corp- ' oration President: Mary Ann Bross" Secretary: Georgette Miller tWoodway Development Corporation, a New York corpora- tion' President: Jean Perrette Vice President and Secretary: Harry Auger Treasurer: Irma Morales Pyrites International, N.V., a Netherland Antilles fl corporationi' s President: Marilena Christodoulou Secretary: Valerie Blair Frank 0. Hay %f i� A. lfs � {f' A D15Ct�.SunE LF Ct.?tE�HI� � 1. LWal d6tcrittioth and street a^^reSA of subject tea! eft See Attached EXHIBIT "A" hereto. 7. Ownett i l of subject teal o_ t-onetry and peteenta6t of ornertthip. Nctt3 Cite of :�iami Ordibenre No. 5414 requires disclbau t of all partiah h- nq n fihthcial itttttett, either diriet or inditect> in tbO snUO16f ftA tet of a prettntation, request of petition to the City Cofie'ttistafh. ACCO tiingiy, question 42 reoaitts disclosute of &11 6histtnolder2 Of 00rporations, beneficiaries of trusts, andlor any other interested patois« to;Mer with their addresses and proportionate interest. See attached "Ownership Breakdown of 1111 Brickell Avenue uRi" 3. Legal description and street address of any real property (a) owned by any party listen in xw*vr to question s2, and (b) located within 375 feet of the subject real property. • None. •1.L.. •. L: a �h :J.Hi - A am VL D= ) DEBBIE M. ORSHEFSKY , being duly awes, deposes and says t ne is the ('caner+ (Attorney for Ownecf of the real Property described in answer to question fl, abovet that he has read the foregoirq answers an* that the same are true and aoagtetes and (if acting as ut0cmy for owner) that he has authority to exeWte this gisalasura of OAhecsbip form on behalf of the owner. yWW to AND day of MX CMZM= E]PIM9 DISCI i+i _G .2,_t "tp i 1. L,'Oal desc"rition and street address of subje& :aal Luis See Attached EXHIBIT "A" hereto. s 2. D*Otts) of subject teal property and petcefitage of oweefthio& Notes Cit{ of Mladti OrdihWft No. 9419 tt4UireB disclosure of All "ftift h nq a fihahciil int6test, either diiisct at Lhditect, in tau! g%f"aftj matter of a presentation# request ar petition to the City Comissithi. Accotdinaly, question E2 requirel disclosure of all shareholders bf Wtvarations, beneficiaries of truf t&# 3ndi/or any other ihteitated pa! M*# together with their addresses wrd prMottionate interest. See attached "Ownership Breakdown of 1111 Brckell Avenue ORI" y 3. Legal description and street address of any real property (a) 1} owned by att}r party listed in answer to question •2, and (b) located within P 375 feet of the subject real prop}erty. ' None. 06 fy. :J•.61J i. i z g�^ p a 4 N X'�� AMORM EOR Qv"i g ,. _ $'ATE OF FiaORIDA ) $$ t -. Com y OF DARE ) a� y 3 DEBBIE M. ORBHEFSKY 71". being duly sworn, deposes and says that ne is the (Grwmers (Attorney tar Owner) of the real property' ` described in answer to question sl, abovet that he has read the fossgoirtq answers and that tre same are true and cmgUstet and (if acting as att=my for owner) that he has authority to execute this Disclosure of Ownership F fom on behalf of the owner. bYdiirl ?O AM SU&SM= " be me this day of 4 Notari FUCLL&C,•AM&OZ r= Florida bt Lamas NNMVPAA MN Q pp s_ A tilt . cam.. SfiA`1`E OF rLbRm} ss: D£$$IE :;. ORSFiEFSI{Y beite3 duly gam, 6606M Md stVs that ne as the a"y appounteottoruah, of 1111_Etifte3l Abbitittl- the bvhet of the real peder-tyr eegeru*c In fier to quebtlM VL* a" MCKMI WALL" that he hag read the fo[ 4 ahM*t9 that the bate! Ste ttue plete, and that he hag the authofity to eitowte thi§ bildliobjee of shin foae oh behalf bf the didet. / 1 v s70AMWBSMUM , before this day of j' f r�_ 1 . Notary k%=LC. State of Ficcida at Large MY OWK IM' EXPIM s PWAW Putuc aTM[ O OLM" +. ca mmm CO.Amm»A �awoea �er�e�as.tee. x�. t r' lr: gyr' e tew/*Rx/ab/G25 -L_t 1: and 2C. Blatt 1:4S. tt tit tilt of tht �P t-=ICKELL'_ H.AP t= :t1at Ecct `.` At Piti! 1; :lying wetttriy of t°t btsttrly f4. �f.rli Iin! of S:.ct� !arsneft t7rivt tas tset1 oft tilt tettain •` rtteret+! in lot teat 122 at Pitt i tf 'c�ItYELL cvrE :rig at P all of t`t otavt act:rding to ttt bublit Rttbttl tf Cads in sett':. 3, ietrffsntp =4 Seuit, ;,net C 7unty, a-.e lyin q A East. City of "i mi, tad Ccunty, +oridl. Natt: fi r rAS�rtIY R •A; i�N C� i'rE A�Yr ELWCRitr': AS fiAii' ii. :S OLAtr ANC 1S KNOw►+ ? ACT 'A` gKitKtu 'ewat ?C ER (?3 122 P.2t1. '.A !(ij( 3?: a$$� 4 A T. Zt, 41 3qt MM k HIS Ilerillt��. titlll Iliill�:= i OAVIC A_ tier Iftha et /N I Itlnt� 1 !_= ttltn iti�itl= �;; Ii llll111— � �Illlll III i���„ II 1111 1111� � III III::..►,.��,' r� �'�itllll � �itlll� IIt1= e • tllltllS-_ . 111l111� �1► Ilillll► = { Ic ='fi #04, 'ram woff / Nj ►i Industrial (Marine) Low Density Residentie Low to Moderate Density Residential Moderate to High Density Residential Hleh Oennity Residenth HKICKF U L.ANo d d�r�le® IAP 7) LI 31111111 NNN 1111 BRICKELI. AVENUE 000 DAVIO PLUMMER & ASSOCIATES INC. GENERAL LOCATION MAP PT PtAN See attached Development plans, prepared by Murphy/3ahn. The property which is the subject of this application is surrounded by like zoned property, spi-5. To the North` south and West there are existing office buildings. 'T'hS property to the Rant remains undeveloped: Al It is anticipated that the development of this site with restaurants and speciality stones will make this building attractive to the office population of the area. Office workers in the area and people staying in the hotel will have a convenient place to walk to for dining, shopping and relaxation. The relationship of the project to existing zoning, com- prehensive plans, and any special regulatory requirement is as follows: The property is zoned SPI-5 (Brickell-Miami River Residential Office District) according to the City of Miami Zoning Text, September 23, 1982. The proposed project has been designed in accordance with City of Miami Planning Department current proposals for text changes to the SPI-5 district regulations. The Miami Comprehensive Neighborhood Plan 1976-1986 desig- nates the area as "Brickell Office" and proposes to "con- centrate office development along Brickell Avenue and reinforce pedestrian activities." Under the proposed land use plan, entitled "Miami Com- prehensive Neighborhood Plan 1989-2000," this property is designated as "Office." This land use category accommodates general office uses and also allows high density multi- family housing, hotels and retail uses. The proposed mixed use development comprised primarily of high rise offices and =' a hotel with some retail development is consistent with the proposed comprehensive plan. Note: A light plane variance is being requested, sea Section 3 of this document for details. 89"585 r A. Fubllr- f4atlitJOS t441p h. Utility « Lottovx POILOS PrOUCti0ft fire ptt.icm - SOW Mte sto CaLlec3tion - wat4c G $4w*r Sarvioa *0.... 4"OtificatiOn of Proposed Change to s Pr4w SLY 4PProved DRI" . Blow= ,,.•, _ lm a,4 it wwn 1 _ -,I � �}-runnel !� �_ -�} -•-1, un um". rRRR 1� Htttte nlj s\ ® I- a! __ [ tlrpitnllM9ry1M _- lit- pT.is rllllflt{�1j •.;. .� .= Jc. IhII/'IIY,\�I'll�l��;`, �_'� :A4. <�- -._its i� a»•.. 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',nr4'Tn11 , � nn•.wn•..r -'I" �,A tMrt b•..�%1�� . ..t ,n., ...............I I••.�.�•rcTc j �( w�iun-,lyy'rw. mill" un•w.....u..�o •.r ,•„ •M-l-w w ownnnn,•wamrw.,'In ., I. „•� .....,.......,•,m ,nun rYr�•.rr•_.1•ftv..l p �u.�.•I•I,r.l•r�•r.rl.�n.: ,I111m\ 1 ��'' •' n,i,nil•� nnn,. nn nr;lif„' auv= `,� :,•e,,,I11,,111YIW4Wl•�rr�R rr•w•�wr•rr• •�i.�,,, -A `� '1 ,„r,l, I,rr,lii -III Inn, „� IIIII, nlnMl- r• ••If.U.�•��.w•w.p nnnnn enu' ,((, ��' t Im `_ •� -••bmujaY,••.iuu•ri� f.•.r.�...�•.iwrrnalLtu,,,m�,r! u`In M���m� \�u��r "�'- ,na ` •.•au,ll,l,rn,nn nlnwr�c _4n,�ww�.nw.r.wr...n ,., ,�'�,��;',,ilnr.,�. ron � � �, ,:.,,,r,,,in•,.t I4..r...r. •....+.Ynl�..,.r.r.,n..r,.w, „�,,,,,'--„-;,1: _ „mnm n�•ni nn�,r• •�•wwwrr�.rw...,,,, w„„n/ ,a1 .�.•t�l , ••� •. •... - ......... — ,ru�r..w�i.••�r.•- rwr )r....,.... .. undnnn= ♦ .•. ,••• _ 1 �w.,MYallnlr„'rl,i'rr ' ,/,rr,7r l,ar,rn 7, ,'���,,�.`r�1......• .��' •.wl.nrrl••Mw.�r•.•M>� ��1,•w•nrlrM.•+ur,nm w, orl,n , I nunn,r,,,n •u, -un• �- ..�- 1:,' a.,/�Iw••r�l•rr�i •www.�{wwr-riven ,r:n• I - vn,�Fill r� wI"1. urn' •. , e••m•;•�rr•.i•�- a� T�uly,nnr,rtr, �'�"•`� � �� w� ....w...�..�rr.•+ jwrwr ••r!'�rr1-. .r , wnw nlau,., b, ,";;,,,, r....c.�..a. r�...... �. .... _w.lri..r- a,.w•s�a �,Y'iu•r•�•I�r.•.a�w�s�.�c•-.. el +•n+•.�mrw•,pr n ., -il,r•nun nrnnu '' �..1_�""�" I',�j—=�;'::; i;," ^;";'�� �:;»'""w„( °;�� ���,I,r T��T:r;r.w_ • ,r,:r .• " � - _ °_^'�, I��I'f �'I�' r1•hf .ice i' ,� ��wmm�annr ,a r ( 1 ,1 "Will, ,•""1 - - munmierenurlie W {, r 11''■� IIJY• •.••+••/ 1 WIn.W.11,r rr 1 r urunn•m ,r , �-3 ,r, of i ■ol a YfL'>v r �Z � 'o'er ry ` '•�, •• �• � •s \.•`' may. BRICKELL AVENUE DAVID PLUMMER & ASSOCIATES INC. Tc__tc�17 ., UT1 y Roger Del Rio :. id pl ummer & Associates, Inc. &ASSOCIA E IN00, suiting Engineers �i'►\' i eJ L. is •. 5 Sal Ledo Street al Gables Florida 33146 1111 Brickell Avenue it Mr. Del Rio: is is in reply to your concerns, reference the above proposed Dject. nce you are constructing your building in a single phase, in dual phase as previously proposed, our Life Safety eu of a ocerns are considerably diminished. have a fire station located a few blocks away from 'your complete fire -suppression and � Rescue [instruction site with pability. We see no problem in providing the necessary Irvices during and upon completion of your project. I reviewing tithe water main maps in the area, you presently, y The 'only addition ve a large ZO main fronting your property." hydrant needed on your 'property and tied be an additional Ito this main. �,; wi sh you the best of -success in this =endeavor °`and extend' to u our willingness to assist you as needed. urs for a fire safe tomorrow, K H. uk , Director Res ue and Inspection Services re, " D:EJL:bf• Chief F. Jordan Chief J . Byrd .89" nric nVPART 9 T"" g: movember 9 r 195� or Del Rio I.umzner & Associates, Inc. :ing Engineers ►lzedo Street Tablas, Florida 3314b Re 1111 Srickell Avenue DRI - #88i1$ -"A. . Del Rio: ' e to our letter dated, October to accou=data you in providing with,.our �s is respons Y anent would be happy at this Z*�ie changes in your developmsnt Plan, ,:waste services. significant impact' in our estimate or Will not have any 9pro act in Please advise as prior to completion of your p i lion.' for US to work out the details with YOU- icas directly should .handle directly with> afar to sewer .servwith the Matro-Dade Water and Swar : x ng and Zoning _ s ity . r you have any other questions or concerns', please contact us.,. Sincerely• 7 - 3�k z t'. j t one A. Ingraham ,> ` NQV I a LOBS n V{0' PL Ila 7 oEPARTMENT Of SO�it �STE / 12E0 N.W. 20th Street r 1r. Sergio Ao4riques, Tity of Miami Conning Director t1►Y : Oepertm"t • , anuar r ig, - 1 9 susiEC;%ar a Scale Develop nt Application fOf i111 /117 Aide Her a fans R i Engineer �ritkel 1 Project. l�v!!f!u! Miami. W r t Ste Authority Oept. TM e rz The Miami bade Water and Sewer Authority Department comments and recommendations on the above mentioned application are as followss WATER s Replace existing 4-inch water main in St 12 Street with new 12-inch water main. _ Connect to 20-inch water Hain in 6rickell Avenue and 12-inch water main in S. 8ayshore Drive. SE Rs Connect to gravity lines in Brickell Avenue, Bayshore Drive or SE 12 Street. Project is located within the Srickell Sewer Study Area where an additional charge will be required to update and improve the sewer capacity in the area. RN/na Cc: Mr. Garrett Sloan, Director Mr. James T. Cowgili, Assistant Director, Operations Ms. Oulce M. Rodriguez, utilities Development Coordinator Ms. Celia Rozas, Administration Mr. R. B. Lichtenstein, Contracts Officer - Fi Te lr' t� 7:Y h tie S �6 r T T,.. +tea r�� •y�#' b:ida- Data f4k 18 §L Nanh MI&N. #L UIfi (1 19I1 SUM i216 - Jjifij ember 22, 1988 �° 1 4 'r p of Miami ,nning and Zoning Boards iinistration Department = I. Box 330708 Lmi, PLa. 33133 - Property Owners List Within 375 feet of: B1k. 104 Lots 19 & 20 Mary Brickells Addn PB B-113 - Tract A Brickell Shore Tower PB 122/25 a is to certify that the attached ownership list, map and ding matrix is a complete and accurate representation .the real estate property and property owners within feet of the subject property listed above. This reflects most current records on file in the Dade County Tax "essor's office. `cer y, a L. Hunt C: / g t art: Mr. Adam Zipper' Greenberg, Traurig, Hoffman, 500 E. Broward Blvd. #1350 Ft. Lauderdale, Fla. 33304 i, 1 i 11 BRICKEI L REVISED a QUESTION 31: TRANSPORTATION �a REVISED .r g�sz t APPENDIX A 1111 BRICKELL REVISED QUESTION 31: TRANSPORTATION REVISED Project #88118 MAY88E May, 1988 Revised November 1, 1988 Revised March 8, 1989 Prepared by: David Plummer & Associates, Inc. 4225 Salzedo Street Coral Gables, Florida 33146 QUESTION 31: TRANSPORTATION Introduction 1111 Brickell is located between Brickell Avenue and South Bayshore Drive, north of S.E. 12th Street, in the City of Miami. On July 1, 1985 the South Florida Regional Planning Council reviewed and approved the 1111 Brickell Development of Regional Impact. The City of Miami subsequently adopted a Development Order on October 24, 1985. The approved 1111 Brickell Development consisted of two 24-story office towers rising above a seven level parking structure and a ground floor galleria. The project included a total of 789,800 gross square feet of office space, 30,200 gross square feet of retail space around a 9,500 gross square foot galleria, 7,300 square feet of restaurant, and a 1,052 space parking garage. Project buildout was 1990. 1111 Brickell Revised will consist of two office towers, (one 27 floor office tower and retail base and one 24 floor office and hotel tower) above a seven level parking structure and a ground floor galleria. The project includes a total of 710,800 gross square feet of office space, 72,000 gross leasable area of retail, 20,000 gross square feet of restaurant use around a 26,000 gross square foot galleria, a 256 room hotel, a 1,125 space parking garage, and 39,000 SF of Loading Docks. Project buildout is expected by 1992. - 1 - N9`"" 5Rr -. V Np- �- Study Objective The 1111 Brickel.l Development is now seeking adjustments in both the site schedule and site planning. However, in order to be consistent with not only the technical approach but administrative intent of the Downtown DRI, these adjustments in "�- the project must follow a dual path. That path is as follows: 1985 Development Order Update (Site Schedule) Prepare a DRI-formatted traffic study for 1111 Brickell in which the only adjustment would be for site schedule. (The - Transportation Improvement Program because of public control - " would also be adjusted). This traffic study and subsequent development order, would provide the State of Florida a properly scheduled project with the understanding that the adjustment in project size, following that same schedule, - would be part of the City of Miami Downtown DRI process. one previously approvea Lm7tonal mitigation requirements assuming that the requirement would not change with the schedule change, will remain a developer requirement. Major Use Special Permit and the Miami Downtown DRI Prepare a traffic study for the City of Miami that is consistent with the established Downtown DRI traffic requirements. This traffic study, which will be part of the Major Use Special Permit process, will provide traffic impact analysis for the total size of the new project. The study will, however, distinguish between the traffic volumes - 2 - 81.1.1 R --�U --�m that were equal to the original- site plan and the volumes generated by the additional uses. The City ws_il. assess the developer for any regional miticiation resulting from the additional traffic associated with the revised site plan. This traffic report address the first part of the processing path which involves the schedule change in the project. (BuiLdout extended from 1990 to 1992). The basic approach to updating the original traffic study is as follows: Part A - Revisions to the Original DRI Traffic Study Schedule (Background Volume) TIP Part B - Remains Consistent with the Original DRI Traffic Stud Project Size Generation Rates Committed Projects Traffic Counts The City of Miami Study, as noted above, will adjust the section of Part B as necessary. The additional project size will also be credited against the City of Miami (Increment #1) Development Bank. go This schedule update traffic study, for ease of review, has ME included the original traffic analysis results (approved 1990 ME buildout) along with the revised analysis (revised 1992 - 3 buildout). The original study is shown in white sheets while the revised use blue sheets. (These revised analysis also use the "R" prefix on each exhibit). When only one exhibit is shown (white color only no "R" prefix) there was no change between original and schedule adjusted conditions. QUESTION 31: TRANSPORTATION A. Existing Traffic The primary transportation impact area (MAP J) has been defined as the area bounded by the Miami River to the north, Biscayne Bay to the east, S.W. 26th Road to the south and I-95 to the east. Table 31.1 reflects existing conditions as submitted in the approved ADA. B. Programmed and Planned Improvements: Programmed and planned transportation improvements scheduled for completion by the time 1111 Brickell is fully occupied in 1990 have been implemented. MAP J-2 highlights programmed improvements submitted with the original ADA. General improvements scheduled to be completed by project -�' buildout were expected to have a major effect on the traffic circulation for the Brickell area. The following include improvements of major importance: n=- The Miami Avenue Bridge and approaches, S. 2nd Street to S. 7th Street, was open to traffic in mid,1985. 4 -2--t- Qil 0 NTS 1111 BRICKELL Im oAvrT aL"AiASSOCIATES INC. MAP J TRAFFIC IMPACT AREA cws�a wry.di luu cord s.+ua • rtc.d mom - „� tf+f++}++++++►++a..pats+l+tftttttittttitttiFit}4Fttttt##tt{;}#ft#itt#t44t#t4###ti4#44#444#}4##}4###44}}#}}{4#444# TABLE 31.1 E1ISTINS TRAFFIC CONDITIONS EZISTING 1178:) V/C LOS CRITERIA: V/SV-C �tttf±fttt{ttttttttt{;}{{};}{}{}{4####4#444}t#4##4t444{4#4t#444####t4t4t44#44444#4444tt444t#####}tt#t###t#44#}###; " PEAK -HOUR SEGMENT (ONE -NAY VOLUMES) NUMBER ?OADNAY FROM TO OF LANES DIRECTION VOLUME CAPACITY VOLICAP LDS +tt4tit!#t4#tft44##t444itt#tt4t4ttt4##t4t4t4}tttiiitttt#444f#tttt4t##t4}{}}}}{}}}}t#tits###+ifttt##t#tt4####}{##}4 _-4RICKELL AVE MIAMI RIVER SE 6 ST 4LD N 1478 1350 1.09 C SE 7 ST SE 8 ST 4LD N 1540 1350 1.14 D low _ SE 8 ST SE 13 ST 4LD S 1b62 1350 1.23 D SE 13 ST SE 15 RD 4LD S 1445 1350 1.07 C ,. SE 15 RD SE 15 RD 4LD S 1302 1350 1.11 D -� 'I AVENUE S 7 ST S 8 ST 20/W N 420 1020 0.41 A _ S 15 RD S 25 RD 4LD S 858 1350 0.64 A 54 2 AVENUE S 3 ST S 7 ST 2L S 719 590 1.22 .D —;E 7 ST BRICKELL MIAMI AVE 20/W W 713 1020 0.70 A -3 S 2 AVE S 3 AVE 20/W W 1308 1020 1.28 D ,SSW 8 ST BRICKELL AVE BRICKELL PL 30/W E 883 1640 0.54 A - pow—S 2AVE S 3 AVE 30/k E 1771 1640 1.08 C PSW 13 ST MIAMI AVE BRICKELL AVE 4L W 709 1020 0.70 A CORAL NAY SW 13 ST -A SW 20 ST 4LD N 1172 1350 0.87 B 4i#tittt4t#it##44tt4i444#tit4##4####4ii4+t#####ii##t4###44##ttti##t#t#fit#i4#4t4+4##4#######i#######t#44#t#*4##}} i all NTS f 1 1 1 BRICKELL DWD PLUMM ER i ASSOCIATES INC. TRANSPORTATION �..,,.,�...,�..., MAP J IMPROVEMENTS �......�..,,A... .._ e-, fp E-- Widening of S. 7th Street from 2 lanes to three lanes from Brickell Avenue to I-95 and reconstruction and resurfacing of S. 8th Street within the same limits was completed. I-95 northbound entrance at S.W. 8th Street and modification to S.W. 3rd Avenue between S.W. 7th Street and S.W. 8th Street provided a direct southbound entrance to the I-95 northbound entrance. These improvements have been implemented. Other area improvements that will have a major impact on the Brickell area is the extension of the Metromover (people mover) system to the north and the south connecting Metrorail to the Omni and the Brickell business areas. These improvements will provide reductions in mileage and time for passengers utilizing congested downtown streets. The Metropolitan Dade County Transportation Administration has reported an increase in boardings of ±14.0% compounded annually at the Brickell Station. Boardings are expected to increase at a rate of ±400 boardings per month. The City of Miami is planning to improve the connection to the Brickell Metrorail Station between S.W. 1st Avenue and Brickell Avenue. Improvement: along this corridor (S.W. 10th Street) will promote metrorail passenger travel and will provide pedestrian crossing signals at all intersections. Table 31.2 summarizes all programmed transportation improvements referenced above as submitted in the approved ADA. Table 31.2R summarizes all programmed transportation improvements listed in the 1988 Metropolitan Dade County Transportation Improvement Program. C. Traffic Projections: Background traffic projection within the primary traffic impact area were calculated consistent with those rates used in the original ADA. To provide a conservative estimation of 1986 vehicular traffic demand the original ADA projections contains the following components: 1. Brickell Traffic - Trips with origins or destinations in the Brickell Area. 2. Downtown traffic - trips with origins or destinations in Downtown. 3. External traffic - trips with origins or destinations external to both Brickell and Downtown. The split of traffic into three components was based on data contained in the Downtown Miami Traffic Access and Mobility Improvement study. - 9 - ,Iil � 111.1 Phase I & II Miami Avenue Bridge and Approaches: S. 2nd Street to S. 7th Street South 7th Street: S.W. 12th Avenue to U.S.1 South 8th Street: I-95 to U.S.1 Brickell Avenue S.E. 8th Street Brickell Avenue: Ambassador Drive to north of S.E. 7 St. S.E. 7th Street/2) Brickell Avenue S.E. 8th Street/2) Brickell Avenue S.E. 8th Street ea�t2) of Brickell Avenue S. Bayshore Drive:. Ambassador Drive(2�o S.E. 8th Street S.E. 12th Terrace East of (9yickell Avenue TABLE 31.2 PROGRAMMED IMPROVEMENTS(1) Type of Improvement Twin Bascule Bridges Bridge Approaches Widen to 3 Lanes Resurface & Reconstruct Widening & Intersection Improvements Median, Mainline, Intersection & Signalization Improvements Intersection Improvements Intersection Improvements Cost $17,483,000 $ 3,308,000 Median & Mainline Improvements Mainline & Intersection Improvements Reconstruction to Align with S.E. 13th Street (Modify Signal) $ 325,000 80,000 . Year of Construction 1983 - 1986 Partial opening in mid--1985. 1984 - 1985 Underway 1984 - 1985 Underway 1985 1985 1985 1985 1985 1985 1985 .I... , ...+r��e+,eweo�ne.���R!A e�R!P1e611714'..ISIIFAISmG4Tll1J!1�;4anllAA,��P'�'�lVipN I � II��1�� �i �i �'dP �� $^1�+�� 3 , mi.,� ,r. 11111111 l�i I -"I I � I I' 1�� � 1 "Ill . I ILI Phase Location S.E. Sth Street/ S. Bayshore Drive(2) Brickell Avenue/(2) S.E. 14th Street I N 1 S.w. 13th Street/ S.W. 15th Road/(2) S.W. 3rd Avenue South loth Street: S.W. 1st Avenue to S . Miami Avenue (3) I-95: U.S.1 to north of 26th Road Rickenhacker Causeway: Mainland to Virginia Key S.W. 2nd Avenue: South 7th Street to Flagler Street t _ Metromover - Stage II TABLE 31.2 PROGRAM14ED IMPROVEMENTS(1) Type of Improvement Intersection Signalization Restriping Intersection Modifications and Signalization Signalization and Restriping Transit Mall Ramp Widening New Bridge, Toll Facilities & Approaches; Mainland Intersection Improvements Bridge Replacement & Roadway Widening Construction and Procurement (1) per adopted TIP unless otherwise noted. (2) Private funding. (3) City of Miami CIP. Cost $ 50,000 $ 70,000 $ 50,000 $ 1,150,000 $ 1,140,000 $ 22,595,000 $ 600,000 $ 1,000,000 $201,000,000 Year of Construction 1985 1985 1985 1986 - 1987 1985 - 1986 1983 - 1986 1985 - 1986 (PE) 1985 - 1986 (R/W) 1984 - 1987 rat TABLE 31.2R PROGRAMMED IMPROVEMENTS (1) Location Type of Improvements Cost Brickell Avenue Replace Marble $ 3,750,000 (ROW) over Miami River Span Bridge ,! Bridge s Bi-Furcated ramps Road Reconstruction $ 2,519,000 Surface streets Metromover - Construction and $240,000,000 Stage II Procurement 1 N 1 (1) Per adopted TIP unless otherwise noted. ,a " MAY88E Year of Construction 1991 - 1992' 1987 - 1992 --Ms All three components were then adjusted to account for future diversions to transit and increased vehicle occupancy ratios in Year 2005 Transit and Person Trip Projections by Metro -Dade Transportation Administration. Comparison of traffic volumes on Brickell Avenue have shown a decrease of ±1.4% compounded annual between 1984 and 1986 at the same time that an increase of ±14% in transit ridership was reported for the Brickell Metrorail Station. For the purpose of this report a growth ra.te of 1% compounded annually was used to project background traffic from a 1990 to a 1992 buildout. This growth was applied to the background traffic component of the projection as assigned to the committed (and implemented) roadway network. Approved future background traffic (1990) volumes, volume to capacity ratios and levels of service as submitted in the 1985 report, are shown in Table 31.3: 1990 Background Traffic and Map J-3: 1990 Background Traffic. Revised future background traffic (1992) volumes, volume to capacity ratios and levels of service are shown in Table 31.3R: 1992 Background Traffic. 2 Committed Development Traffic Trip generation data for other committed projects, as reported in the original ADA, was included in this study and are summarized in Table 31.4: Committed Developments and MAP J-4.1: Committed Developments. Approved future - 13 - 1111 E4lii-:ELL �t�Ey;;E Table 31.. kLC.j,EP:�UNv Area: ELL Scenaric: :ooc, --------------------------------- ---------------------------------------------------------------------------- 1 1 k'um^.er---------Eeo -"^nuf------------. ----------------------------------------------------------------------------------------------------------------- cr95;hrel*' ^! vc: ceiCreaiitY: i L('S S.E. 1 St. SE 6 E ALE NB 12777 SE 8 ST EE 13 ET 4LD SB 1509 1350 1.12 D - 5E 13 ST BE 25 KD 4 D NB 111Y 135D 0.87 B S. 15 Rd. S 25 kD 4LD SB 1208 1350 ().89 B �- t,iaai Ave. S 7 ST S 8 ST 30tW NB 1294 1b40 0.79 B S. 15 Rd. S 25 kD 4LD SB 935 1350 e.62 A SW 2 AVE S 3 ST S 7 ST 2L NB 591 590 1.00 c S. 7 St. Brickell Ave. Miami Ave 30/W WB 795 1b40 0.48 A S 2 Ave S 3 AVE 39IW WB 1204 100 0.7;. B .= S. 8 St. Brickell Ave. Brickell pi 30lW EB 819 1640 0.50 A S 2 Ave S 3 AVE 3D1W EB 1432 1640 0.57 E Sid 13 ST Miali Ave. Brickell Ave. 4L WB 535 1020 0.52 A Loral Way SW 13 ST SW 20 ST 4LD NB 1098 1350 0.91 B e� — 14 F i � R r m 795 ^� � 3 . � s�—'°� 2 k, A A ~ _ 11� f SW 10 N c C J w ^ � N C) J ~ w o z r h a .u ^3„ 535 Q o 0.52 �. I SW IS St 1 '�._-_ SC r2 rfan 1{ CORAL WAY tff.•' . Jy S £ 1 t ST { 1 ) w J Sf ! Sr ow— O�QI ` qp ` 0 t } W c y+l +y 1 '�6lb J 9t J1a l � i PEAK DIRECTION R0 • Riptfh®, AM -----{> c¢� / PM —� r 1 11 ERICKELL KIM OAVIO PLUMMER & ASSOCIATES INC. r'i;T _m "` ° MAP J-1 1990 BACKGROUND TRAFFIC COMtIA fIM9lK91wltllf cow Q"um • no�°a 15 till BGiC±.ELL AVENUE TABLE 31.3R BACKF OUND TRAFFi:. Area: 1 G;ELL Scenar:e: t9?� ------------------------ --------------------------�----�--------------------------------------------------------- ibe --------- -------------- -- �• --cm Lznee Drecticn LOS ----------------------------------------------------------------------------------------------------------------- -. Ei vc. hiaei E:iver SE b T LLD 5B l `., :5f S.E. 7 St. SE 8 ST 6i.D NB 1303 20?ij n.62 A SE B 5T SE 13 ST LLD SB 1539 1350 1.14 D SE 13 ST SE 25 RD 4LD NB 1203 1350 0.69 B S. 15 Rd. S 25 RD 4LD SB 1232 135D 0.91 c !'iarli Ave. S 7 ST S 8 ST 30/W NB 1320 1640 0.00 B — S. 15 Rd. S 25 RD 4LD SB 852 1350 0.63 A SW 2 AVE S 3 ST S 7 ST 1L NB 603 590 1.02 C . 7 St. Brickell Ave. Miami Ave 30/W WB B11 1640 0.49 A S 2 Ave S "; AVE 30/W WB 1220 1640 0.75 B S. 8 St. Brickell Ave. Brickell pl 30/W EB 835 1640 0.51 A S 2 Ave S 3 AVE 30/W ER 1461 1640 0.63 B W 13 ST Miami Ave. Brickell Ave. 4L NB 546 1020 0.54 A Coral Way SW 13 S1 SW 20 ST 4LD NB 1120 1350 0.83 B 89" }8r — 16 — In background and committed traffic volumes (1990), volume to capacity ratios and I.eve Is of service as previously approved, are shown in Table 31.5: 1.990 Background Traffic, Committed Developments and MAP J -5: Committed Developments. Revised future background and commi._ted traffic volumes .� (1992), volume to capacity ratios and levels of service are shown in Table 31.5R: 1992 Background Traffic, Committed Developments. _ 3. Project Traffic �- Project traffic as reported in the original ADA was included -"` in this study. The directional distribution of trips generated by committed developments and the project is based on directional distributions in the original ADA. That R� general distribution is shown on MAP J-4.2: Generalized Directional Distribution. Table 31.6: External Trip Generation summarizes the approved project external trip -ends utilized during the morning and afternoon peak hours. The approved numner ana percentages of eastbound project traffic assigned to the roadway system for the AM and PM peak hours are shown in MAPS J-6.1 and J-6.2: Project Traffic. Approved future background committed development and project a traffic volumes (1990), volume to capacity ratios and levels of service are shown on and Table 31.7: 1990 Background, 1L 111111L ! Eli 111 'Jill i Ii r, .'d i f TABLE 31.4 COMMITTED DEVELOPMENTS Development Generation Rates Vehicle Triteh Name Location Land Use Scale Phasing AM Peak PM Peak AM Peak PM Perak .i Lincoln/Hasher 701 Brickell Ave. Office 779,139 1990 Parking 1,300 0.52 0.50 676 690 p Brickell Key Claughton Island Res. 520 1990 0.37 0.42 193 219 Office 200,000 0.99 0.85 198 170 Parking 350 Brickell Station S.W. 8th Street Office 519,779 1990 Tower Site & S.W. 1st Avenue Retail 14,000 Parking 860 0.52 0.50 448 431 +->3rickell Bay 1001 S. Bayshore Office/ 323,688 1990 0.99 0.85 321 276 'Co Office Tower Drive Retail Parking 733 BIV Office 1101 Brickell Ave. Office 150,000 1990. 0.99 0.85 149 128 - Tower Parking 525 �A ' 1221 Brickell 1221 Brickell Ave. Office 409,694 1990 Retail 9,981 z Parking 808 0.52 0.50 420 404 / 600 Brickell 600 Brickell Ave. Office 80,000 1990 0.99 0.85 79 68 CID l ii it 111L 1!!1,1L Ili L 1 � 11 G 1 � ' 'i I ij I I I � 11. �,, . 11 "! I i '! I. i ' i I 111I � I I r TABLE 31.4 COMMITTED DEVELOPMENTS Development Generation Rates Vehicle Trans Name Location Land Use Scale Phasing AM Peak PM Peak AM Peak P Pia The Brickell 68 S.W. llth Street Office 73,000 1990 Parking 90 0.52 0.50 47 15 Brickell 1301 Brickell Ave. Office/ 291,000 1990 0.90 0.77 262 224 Financial Center Retail Parking 700 I' Pantry Pride Office 200,000 1990 0.90 0.77 180 154 Retail 29,000 0.38 1.89 11 55 Grocery 0 Store 15,000 0.54 8.82 8 132 Brickell Square Brickell Avenue Office 876,000 1990 and 8th Street Retail 34,000 Parking 1,273 0.52 0.50 662 637 y_ r -1 IiA tv . L X,r�- 'J DAVID PLUMMER & ASSOCIATES INC. CONSULTING ENGINEERS CORAL GABLES • FLORIDA . LEGEND 1 Lin!coln/Nasher 2 Brickell Key 3 Brickell Station Tower 4 Brickell Bay Office Tower 5 BIV Office Tower 6 1221 Brickell 7 600 Brickell 8 The Brickell 9 Brickell Square 10 Brickell Financial Center 11 Pantry Pride 1111 BRICKELL ICOMMITTED MAP J4.1 - - DEVELOPMENTS 20 - 1111 ?R l cir ELL AVENUE ,�-- TABLE '1.5 AID'SRO ND TFAPFiC - ]DMlTTED 7R4FF1C 4ree: ER:C ELL i — --------------------- --------------------------------------------------------------------------------------- : }f 1_!!1 C'Fr i ;---------''P:.1'-N_!!•------------ i = ------------------------------------------------------------------------------------------------------------- Lanes .nrectic^ Vc1.re Eroant 05 1 el i 4 e. Ni Eri giver SE 6 ST 4LD SE 1 i e' l :i 25 D — S.E. 7 Lt. SE 8 ST 6LD NB 1966 2{'9! 0.91 C — SF. 2 5T SE 13 ST 4LD SB IE3: i350 1.36 E SE 13 ST SE 25 RD 4LD NB 166b 1350 1.23 D _,. S. 15 Rd. S 25 RD 4LD 6B 1662 1350 1.23 D "28rli Ave. S 7 5T 5 6 ST 30/0 NB 1336 1b40 0.61 B S. 15 Rd. S 25 RD 4LD SB 1217 1350 0.90 6 s — u 2 AVE S 3 ST 5 7 ST 2l NB 596 590 1.01 C - Z. 7 St. Brickell Ave. Miami Ave 30/W WB 1329 1640 0.61 B 5 2 Ave S 3 AVE 3D/W WB 1759 1640 1.07 C S. a St. Brickell Ave. Bric�.eii pl 7.101W EB 1720 1640 1.05 C a S 2 Ave 5 3 AVE 30/W EB 2249 1640 1.37 E - SW 13 ST Miami Ave. Brickell Ave. 4L WB 912 1020 0.89 B M Coral Way SW 13 ST SW 20 ST 4LD NB 1292 1350 0.96 C P'' -5is .� - 21 - -- K Q CGI > , 17' 0.E, e t'' onI 1 U , 1 �•X' 1. ' 720 2249 1 5 E c C 2 < � w � x n I � Sw to N 'T c T I ct U O W qY O 1� C ~ W 0 N 912 V1 a 9 e N I/ 1 Sw IS �T 1 V rEAq CORAL WAY S4 �E � sr I h w S ( 1 Q O• G e mi`~A 1 � r PEAK DIRECTION AM --� PM -- ---� 1111 BRICKELL QAVID PIUMMEA 6 ASSOCIATES INC. PJiAPcomau1999 BACKGROUND & COMMITTED TRAM- C 0 COXAL � j-lko�u J-5 co.0 wiu • •wNor — 2-2 — - 1111 PU El"ELL OENUE Tatle 1.55 P40VSR0UND TRAFFIC 1 CON TTP TRAFFIC - ArFa: R1:FELL ----------------- Nunher --- 6--ri_vr----------------t --- _ L_*=5 N•FCt:Cr" 7.1 Jre (cIaC1 tY 'ic --- ------ -k--- ----------T-------------------------------`----------- ALD P -----.i------------------_- 1 - � S.E. 7 5t. SE P ST hLi, NB 1932 20 0.32 c SE B SS 5E la '-? 4LD SA iP63 1350 1.3B E SE 13 ST BE 25 RD 4LD NB i690 1350 1.25 D S. 15 Rd. S 25 RD 4LD 5P 16B6 1350 1.25 D Mucci Ave, S 7 SS S B 57 30/W NB 1362 1640 0.83 B S. 15 Rd. S 25 RD 4LD SB 1234 1350 0.91 c _ SW 2 AVE S 3 ST S 7 ST 2L NB 608 590 1.03 c S. 7 St. Brickell Ave. him Ave 30/W WD 1345 1640 0.62 b _ S 2 Ave 5 3 AVE 39/W WP 1723 1640 1.09 c S. B St. Brickell Ave. Prickell pl 30/W EB 1736 1640 1.06 c S 2 Ave 5 3 AVE 3D/W EB 2278 1640 1.39 E Sa 13 ST Miaei Ave. Prickel) Ave. 4L WB 923 1020 0.90 B f_ — !_ -m Coral Nay 5W 13 ST SW 20 ST 4LD NB 1314 1350 0.97 c MOW_ - - ME --= — 23 — .me Committed, Approved Traffic and MAP J-7: 1990 Background, Committed, Project Traffic. Revised future background committed development and project traffic volumes (1992), volume to capacity ratios and levels of service are shown in Table 31.7R: 1992 Background, Committed, Approved Project Traffic. D. Critical Intersections Peak hour intersection capacity analysis was performed for those -.0.. critical intersections identified in the original ADA. The analysis method utilized the "Critical Movement .Analysis" as described in the Transportation Research Board Circular 212. The following intersections were analyzed: �r 1. Brickell Avenue/7th Street. " 2. Brickell Avenue/8th Street. 3. Brickell Avenue/13th Street/12th Terrace. 4. Brickell Avenue/15th Road. PV 5. Miami Avenue/7th Street. _ 6. Miami Avenue/8th Street. 7. S.W. -1st Avenue,/7th Street. i 8. S.W. 2nd Avenue/7th Street. — —_ 9. S.W. 2nd Avenue/8th Street. 10. S.W. 4th Avenue/7th Street. 11. S.W. 4th Avenue/8th Street. 12. South Bayshore Drive/8th Street. - 25 - - TABLE 31.6 EXTERNAL TRIP GENERATION PEAK HOUR EXTERNAL TRIPS AM Peak In 501 Out - 20 Total 521 PM Peak In 100 Out 401 Total 501 Ar Ar �p r✓�/ I, 1 N z W < n N SW 10 S p f N J .J i I m N t \ w # � o � w CO ct'P z K N 145 e 2% 1 sw IS s' i cortA L war 1� SF Jr ►� �_ 61 F 94 w : f pry �J ,f" l 1 / _Alr 9 Or'�ti r�6 qj 7 ter: Jy. qh oJt ♦ y1 � — y ep� 90 / A� Sf WE PROJECT VOLUME ' % OF PROJECT TRAFFIC etC MfR �GJfy. 1111 BRICKELL W 72 rR a. 96 2 % j ? 2 k gr � W , � W to L co150 r N 30% i - I sw t3 ST 1 �" ? 5[ '� rTA . y ve At CORAL j SF 1 Sit, ! Sr J w �p Jf ?J `� PROJECT VOLUME % OF PROJECT TRAFFIC Fh@4tr cy ' •� r , 1 11 BRICKELL DAVID PLUG1fAER &ASSOCIATES INC. COw i�Af W0 9-1.0-49" MAP J-62 PROJECT TRAFFIC (PM) vim cosu a�r�ta • no�a�. 1111 PRICKELL AVENUE Table 31.7 BACKGROUND + COMMITTED + APPROVED PROJECT TRAFFIC Area: BRICKELL Scenario: 1990 ------ ...----------------------------------------------, Nueber 1------ -- i---------Peak-Hour---------________-- Segment From To of LaneslDirectioni VelutF'Capa:it, WE LDS Brickell Ave, -__-Miami River SE b ST 4LD SP 1793 1350 I.33 E S,E, 7 St, SE. 8 ST bLD NB 2028 2090 0197 C SE 8 ST SE 13 ST 4LD SB 1953 1350 1.37 E SE 13 ST SE 25 RD 4LD NB 1716 1350 1.27 D S. 15 Rd. S 25 RD 4LD SB 1712 1350 1.27 D Miami Ave. S 7 ST 5 8 ST 301W NB 1339 1b40 0.82 B S, 15 Rd. S 25 RD 4LD SB 1277 1350 0.95 C SW 2 AVE S 3 ST S 7 ST 2L NB 597 590 1.01 C S. 7 St. Brickell Ave. Miami Ave 301W WB 1385 1640 0.84 B S 2 Ave S 3 AVE 301V WB 1831 1640 1.12 D S. 8 St. Brickell Ave. Brickell pl 301W EB 1875 1640 1.14 D S 2 Ave S 3 AVE MIN EB 2334 1640 1.42 E SW 13 ST Miami Ave. Brickell Ave. 41. WB I115 1020 1.09 C Coral Way SW 13 ST SW 20 ST 4LD NB 1352 1350 1.00 C 89- R` 29 =_ - 1.12 sw 334 .42 OORAL W"y 11 L 000l-lxslb Agoo'lo - CP UJ 15 1.09 ST ) 4 " rr, 14 Jf PEAK DIRECTION AM PM 1111 BRICKELL DAVID PLUMMER & ASSOCIATES INC. 1990 BACKGROUND & COMMITTED caftsuLn"allwWag" MAP J-7 - & PROJECT TRAFFIC 30 1111 IePICF'ELL AVENUE — Table 31.7R Bgk&POUND + CDM�,IT'ED + APPROVED PPOJECT TRASPiC 4-ea: BNLC '-- .L Scenar,c: i992 - -------------- -------------- i-------------- -Nekbp!----------------------re2S-._- ---------------"- ------------------ �' -c r c.. p-a = �` �cnes Nrect2C�l ,�n.'l'^e LBEcUtY L1i5 ' - _ ------------------------------------------------------------------------------------------ :creil eve. '!:arn :vG. F 1 41) cp fc.tr .5,_: 1.1. E "It. 5E 6 5T b'tD NE 2054 2090 0.9B C 5E E ST BE 13 51 4LD SB 1863 1350 1.40 BE 13 ST 5E 25 RD 4LD NB 1740 1:50 1.29 D 15 Rd, S 25 RD 4LD SB 1736 1350 1.29 D Fiaai Ave. S 7 5T S B 57 30/W NB 1365 1640 0.83 B S. 15 Rd. S 25 RD 4LD SB 1294 1350 0.96 C 5W 2 AVE S 3 ST 5 1 5T 2L NB 609 590 1.03 C ,r. S. 7 5t. Brickell Ave, Miami Ave 30/W WB 1401 1646 . fl 5 B 5 2 Ave 5 3 AVE 30JW WB 1855 1640 !.13 0 8 St. Brickell Ave. Brickell c1 30/W EB 1891 164i1 1.15 D S 2 Ave 5 3 AVE 3:/W EB 2363 1640 1.44 E EW 13 5T Miami Ave. Brickell Ave. 4L WB 1126 1020 1.10 C i Coral Way SW 13 ST SW 20 ST 4LD NB 1374 1350 !.02 C - 31_- Afternoon (PM) peak hour capacity analysis were conducted for each intersection under the scenario of total traffic with programmed improvements. Morning (AM) peak hov.r capacity analysis was conducted for the following intersections: 1. Brickell Avenue/8th Street. 2. Miami Avenue/8th Street. 3. S.W. 2nd Avenue/8th Street. 4. S.W. 4th Avenue/8th Street. Two analysis are provided for each intersection reflecting 1990 approved DRI traffic volumes and 1992 revised traffic volumes. Capacity analysis worksheets are included in Appendix 31.2R: 1. 1990 with approved project. (white sheets) 2. 1992 with approved project. (blue sheets) Table 31.8: Total Traffic Peak Hour Analysis With Projects shows time periods and associated intersection levels of service as submitted in the original ADA for approved 1990. Table 31.8R: Total Traffic Peak Hour Analysis With Project shows time periods and associated intersection levels of service for revised 1992. Table 31.9: Traffic Composition at Critical Intersections show time periods and percent traffic composition for approved 1990. Table 31.9R: Traffic Composition at Critical Intersections shows time periods and percent traffic composition for revised 1992. 89- R17 -32- _ TABLE 31.8 TOTAL TRAFFIC PEAK HOUR ANALYSIS WITH PROJECT Levels of Service Approved Critical Intersection Time Period 1990 Brickell. Avenue/ C S.E. 7th Street PM Brickell Avenue/ AM C B S.E. 8th Street PM Brickell Avenue/ PM D S.E. 13th Street/ S.E. 12th Terrace Brickell Avenue/ PM C S.E. 15th Road Miami Avenue/ PM B S. 7th Street Miami Avenue/ AM D A S.W. 8th Street PM S.W. 1st Avenue/ PM B S.W. 7th Street S.W. 2nd Avenue/ PM C S.W. 7th Street S.W. 2nd Avenue/M C A S.W. 8th Street S.W. 4th Avenue/ PM C S.W. 7th Street S.W. 4th Avenue/ AM C A S.W. 8th Street PM S. Bayshore Drive/ PM B S.E. 8th Street MAY88E 33 - 139-5Mr WE TABLE 31.8 R TOTAL TRAFFIC PEAK HOUR ANALYSIS WITH PROJECT Critical Intersection Brickell Avenue/ S.E. 7th Street Brickell Avenue/ S.E. 8th Street Brickell Avenue/ S.E. 13th Street/ S.E. 12th Terrace Brickell Avenue/ S.E. 15th Road Miami Avenue/ S. 7th Street Miami Avenue/ S.W. 8th Street S.W. 1st Avenue/ S.W. 7th Street S.W. 2nd Avenue/ S.W. 7th Street S.W. 2nd Avenue/ S.W. 8th Street S.W. 4th Avenue/ S.W. 7th Street S.W. 4th Avenue/ S.W. 8th Street S. Bayshore Drive/ S.E. 8th Street MAY88E Time Period Levels of Service Buildout 1992 PM C AM D PM B PM D PM C C PM C AM A PM D PM PM C AM C PM A PM D AM C PM A PM C - 34 - 89-5Rr TABLE 31.9 TRAFFIC COMPOSITION AT CRITICAL INTERSECTIONS �- 1990 Traffic Component $ — Critical Intersection Time Period BacY.ground Committed Project ,.. Brickell Avenue/ 32 4 S.E. 7th Street PM 64 — Brickell Avenue/ AM 57 37 30 6 5 — S.E. 8th Street PM 65 — Brickell Avenue/ _ S.E. 13th Street/ 64 31 5 P" S.E. 12th Terrace PM — Brickell Avenue/ 27 5 I S.E. 1.5th Road PM 68 -'- Miami Avenue/ 59 36 5 S. 7th Street PM Miami Avenue/ AM 67 28 35 5 5 S. 8th Street PM 60 -� S.W. 1st Avenue/ 67 31 2 S.W. 7th Street PM _ V S.W. 2nd Avenue/ 72 25 3 �- —� S.W. 7th Street PM pp-S.W. 2nd Avenue/ AM 66 72 31. 25 3 3 .� S.W. 8th Street PM .• S.W. 4th Avenue/ PM 87 12 1 r I S.W. 7th Street = S.W. 4th Avenue/ AM 75 22 7 3 1 a V III S.W. 8th Street PM 92 S. Bayshore Drive/ 53 40 7 r_ I S.E. 8th Street PM w1 MAY88E{ r. 89 --sw -35- NOR .- TABLE 31.9R MI-M- TRAFFIC COMPOSITION AT CRITICAL INTERSECTIONS ` 1992 Traffic Com onent $ -i Critical Intersection Time Period Background Committed Project �.- Brickell Avenue( 32 4 S.E. 7th Street PM 64 Brickell Avenue/ AM 57 37 31 6 5 S.E. 8th Street PM 64 Brickell Avenue/ S.E. 13th Street/ 64 31 5 - S.E. 12th Terrace PM "'- Brickell Avenue/ 68 27 5 d S.E. 15th Road PM M Miami Avenue/ 59 36 5 S. 7th Street PM Miami Avenue/ 66 29 35 5 5 S. 8th Street PM 60 S.W. 1st Avenue/ 67 31 2 -- --' S.W. 7th Street PM -� S.W. 2nd Avenue/ 72 25 3 S.W. 7th Street PM S.W. 2nd Avenue/ 66 72 31 25 3 3 S.W. 8th Street PM S.W. 4th Avenue/ 87 12 1 S.W. 7th Street PM S.W. 4th Avenue/ 75 22 7 3 1 S.W. 8th Street PM 92 S. Bayshore Drive/ 53 40 7 �. S.E. 8th Street PM MAY 8 8 E �S 89-~ Sr J- - 36 - E. Recommended Improvements The only roadway/intersection improvement recommended as a direct result of this development (approved 1990), was signalizati.on of the Brickell Avenue./S.E. 12th Street intersection. (See Exhibit 31.10: Recommended Improvements). Currently there exist a signal at the intersection of Brickell Avenue/S.E. 13th Street/S.E. 12th Terrace. Due to changes in the project parameters and the Brickell Avenue entrance to the parking garage from an entrance to an exit the impact in the immediate vicinity of the site will change. These changes will be reflected under Increment 1 of the Downtown DRI study as explained in the "Study Objective" section of this report. As indicated in Table 31.7 and 31.7R, three (3) roadway links are projected to be operating at ?revel of Service "E" by 1990 and under the revised schedule (1992). Two (2) of these links are on Brickell Avenue and the third is on S.W. 8th Street west of S.W. 2nd Avenue. Widening of Brickell Avenue from a four -lane cross-section to a six -lane cross-section is unlikely due to the location of existing buildings and for aesthetic reasons. Considering that intersections are the controlling factors in an urbanized setting, the intersections adjacent to both links are projected to operate at Level of Service "D" or better during the peak hours. - 37 - 1. g TABLE 31.10 RECOMMENDED IMPROVEMENTS Percent of Traffic ROW Movement Requiring Improvemen Phase Recommended Improvement Costs Construction Costs Background Develo mp en} Proj Buidout Signalize Brickell $ 70,000 - - 10a Avenue/S.E. 12 Street Total - $ 70,000 - - 10( 101 ff� F. Parking Parking for 1111 Brickell will be provided and was assumed to be _ consistent with the approximately 1,002 spaces as submitted in the original ADA. Provision of additional parking will be addressed in the Increment 1 of Downtown DRI portion of the study. G. Mass Transit Metropolitan Dade County Transportation Administration is the local government agency responsible for providing mass transportation service in the area. Existing service includes Metrorail (Brickell Station) and bus service. =j The south leg of Metrorail, (Dadeland South to Government Center)' F reached full service in May 1984 with a total of 768 boardings at the Brickell Station and 20,201 boardings for the entire system. As of May 1988 boardings at the Brickell Station have exceeded 1,300 with 30,550 total for the entire system. Metropolitan Dade County Transportation Administration expects to increase ±400 boarding s/month. Transit service g ridership at a rate of remains as reported in the original ADA. (see MAP J-9). H. Coordination with other area studies The assumpt ions, trip generation rates, development intensities and analysis procedures used in this report are consistent with those used in the Brickell Area Traffic Study. Trip generation and development intensities were reviewed and approved by the i!_ t�o -- "' ,l PC. A, E, AAX, 50X, 59X �I L �, \ JIM i R R 4AX, 50X, 59X uLj--= BC, t Tm various governmental agencies involved in that study. The improvements identified :gin this report are also generally consistent with the improvements identified in a preliminary analysis for the Brickell Area Traffic Study. CONCLUSION 1111 Brickell is a mix use development located in the Brickell area south of Downtown Miami. The project was approved and a Development Order issued on October 24, 1985. The intent of this study is to update the original traffic study based on updated phasing schedule. Only one roadway/intersection improvement was recommended as a direct result of this development, the signalization of the Brickell Ave./S.E. 12th Street. This intersection is signalized and as the result of the revised traffic study no other improvements are deemed necessary to mitigate project traffic. 8.9-5N. : - 41 - APPENDIX 31.2R i fig' )r r�1 r r ERICKELL AVENUE AT SE 7TH STREET . g TFijn�INAc-;P"C3FRTff4T I C-3E'4 F= t=— F:CE CE= C FR I T J (7— K2�k t— E"-1 i::) %_, [--- E'-'E E- rJ T e=nt FEE � i_ `Y' ! I E—E—��'��'� '✓��� c�=� WITH F'FF;O'•�'ED PROJECT l , C FI-I F cf_:,, LE'l1EL OF�- SATURAT I ON :F—q CRITICAL N/S VOL 9 EJ i .= CRITICAL E., W VOL I. �= CRITICAL. SUM 1 1 - .�.t(..�..){. �' �! �''� .k..r{. � Y aL a!- � i!' J:.ii Y..1L } � �' -K'. 'li' .�L Y j!";f' �' •�- i�'}i' �f- iF LANE_ GEOMETRY NORTHBOUND SOUTHBOUND EASTBOUND D MOV WESTBOUND LANE MOV WIDTH MD'J WIDTH MDV WIDTH _ r R.. 12. 0 e, 1 RT. 12.Ct ... F:T. 1 . �� .... RT. I�.c? ... .... �s+ T.. Ems" 3 T.. 12.0 T.. 121.0 ... .... 4 L.. 12.i.t L.. 1.0 ... .... ... .... S L.. 12.0 ... .... ... .... ... .... 6 ... .... ... .... ... .... —' TRAFFIC VOLUMES EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND pr LEFT 67C 0` 1^ i i � ., 1�76 1162 0 a 1S1 RIGHT 76 236 -- - E TRUCKS (%) LOCAL BUSES (#/HR) PEAK. HOUR FACTOR E 1 G NORTHBOUND U • 9 SOUTHBOUND 1 0 .9 EASTBOUND a Ct .9 — WESTBOUND D PHASING N/S :4. BOTH TURNS PROTECTED (WITH OVERLAP) — E/W :1. NEITHER TURN PROTECTED PEDESTRIAN ACTIVITY C . 1 i �Ct — 099 (#F'EDS /HR ) —s CYCLE LENGTH : 100 t0 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 1Q` — THRU —RIGHT S62 588 0 0C9 i LEFT Ct LEFT TURN CHECk:: NORTHBOUND SOUTHF+OUhJp EASTBOUND WESTBOUND i INPUT VOLUME 672 17 Cl c_t t i i ADJUSTED VOL 749 i t 0 19C CAPACITY 77 SS N/A Ok: ���.�" �1"'€r OFF: MOVEMENT N/A - � _ ��r-11 !�3 F_­ T CI F; t F7__ I-= F;: T �«� �� "r F_�o PROJECT wJ'E�lrppROyED E Fw !`� � � � - "°°X°"4-°* - LE�EL OF SATUFAT J O|« - CRJTl[AL CRITICAL E,,W - [RITl[AL_ 5UM ` "*****�***** - LANE GEOMETR EAS7BOUND WESTBOUND � ~� NORTHBOUND SOUTHBOUMD MOV WIDTH MOV WIDTH LANE MOV WIDTH MOV N7DTH ~- R . 12'0 ^ ^ ^ 1 RT. 12 0 RT^ 12^0 ''~ ^^^~ _ RT. - 2 T.. 12^0 T 12 0 ' ~... ^' ^ '^ T 12.0 '' 3 T.. 12.0 T.. 12.0 .~' .... -- ` 4 ~=' 5 L. . . . ^ ^ ^ ^ ~ ^ ^ ^ ^ ^ ^ ^ , ~ , 6 ^~^ ^^^^ ^^^ .''~ ... .... ~~ ' �� TRAFFIC VOLUMES EASTBOUND WESTBOUND IN NORTHBOUND SOUTHBOUND LEFT 679 17 0 0 0 309 THRU 1296 '- 1182 O __ 152 RIGHT 76 241 | TRUCKS LOCAL BUSES (#/HR� PEAK (%) _-� HOUR FACTOR NORTHBOUND I 0 ^ 9 9 ~~ SOUTHBOUND / 0 0 ~ q ~ ' ' EASTBOUND « 9 �= } WESTBOUND 0 0 ~ -�" N/S :4. BOTH TURNS PROTECTED (WITH OVERLAP) � -} PHASING E/W : 1 . NEITHER TURN PROTECTED � PEDESTRIAN ACTIVITY : 2. 100 - 599 (#PEDS/HR> ` -~� .� CYCLE LENGTH : 100 SECONDS � � CRITICAL LANE VOLUMES BY MOVEMENT -°� NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND THRU -RIGHT 568 599 0 0 193 0 LEFT 397 0 LEFT TURN CHECK NORTHBOUND NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND ' ' ' - - - - INPUT VOLUME 679 0 17 0 0 Cl ADJUSTED VOL 757 0 0 19� ! CAPACITY 159 0 OK OK MOVEMENT N/A N/A 79 _rRono NSTC�RC� F� 1(�VEt"1E[�1T �Fafft YSa T DER cRz EERz(7—V=EL- � � T DATE + P1 F'E A�: 1 9Qu WITH APPROVED PROJECT LEVEL OF SERVICE ID SATURATION U3 CRITICAL N/S VOL Z-5Al'-7 CRITICAL E/W VOL (3---V-7 CRITICAL SUM -'' Al - LANE 1 2 4 5 6 NORTHBOUND MOV WIDTH RT. 12.0 T.. 12.0 T.. 12.0 LANE GEOMETRY SOUTHBOUND MOV WIDTH T.. 12.0 T.. 12.0 T.. 112.0 L.. 12.() L.. 12.0 TRAFFIC VOLUMES ND EASTBOUND MOV WIDTH RT. 12.0 T.. 12.0 L.. 12.0 L.. 12.0 WESTBOUND MOV WIDTH R.. 12, R.. EASTBOUND WESTBOUND NORTHBOUND SOUTHBOU 0 287 504 60 LEFT 09 976 1132 936 THRU 0 435 266 RIGHT TRUCKS (%) LOCAL BUSES (#/HR) PEAK HOUR FACTOR NORTHBOUND 2 0 .9 SOUTHBOUND 2 0 .9 EASTBOUND 0 O .9 WESTBOUND 0 PHASING N/S :2. HEAVIEST TURN PROTECTED E/W :5. DIRECTION SEPERATION PEDESTRIAN ACTIVITY % 100 — 599 (#PEDS/HR) 10t� SECONDS CYCLE LENGTH - CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND 414 470 847 THRU —RIGHT 0 1713 264 LEFT LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND INPUT VOLUME 0 287 5040 255 503 ADJUSTED VOL 77 56 0 CAPACITY N/A N/A MOVEMENT OK WESTBOUND 0 0 WESTBOUND 65 0 0 N/A _ 4 ; 1 F`'JED PROJECT -N U V F CRITIIt_"i_ CF:ITICf'd Er.J i 3_ _.q r 3 CF:ITIC�=`�L �L�F1 � � aF � * •#� at �F do x x at .x x � x X � x 1c. x x .H * .� ac -� � is x .}! # is .1E •1c �- •�!- LANE GFOMETRY NORTHBOUND SOUTHPOUND LANE MOV WIDTH MOV WIDTH 1 RT. 12.0 T. 1L.0 2 T. 1.0 T.. 3 T. 12. Ct T. . 12.0 L.. 12.0 4. ... .... L. i'.'• Ct 6 ... .... ... .... TRAFFIC VOLUMES NORTHBOUND SOUTHBOUND 0 298 LEFT 92 5 112.5 THRU 0 RIGHT 79 EASTBOUND MOV WIDTH RT. T. 12.0 L. 12.0 L.. 12.0 WESTBOUND MOV WIDTH R.. 12.�1 R.. 12.'_t L.. 112. () L.. 112. =t WESTBOUND 66 it 69 PEAK HOUR FACTOR .9 NORTHBOUND .4 C► .9 SOUTHBOUND 2 0 .9 EASTBOUND 0 .9 WESTBOUND 0 �t PHASING N/S :2. HEAVIEST TURN PROTECTED E/W :5. DIRECTION SEPERATION PEDESTRIAN ACTIVITY : '. 100 — 599 (#F'EDSIHR) CYCLE LENGTH 1 C tC t SECONDS CRITICAL LANE VOLUMES BY MOVEMENT SOUTHBOUND EASTBOUND NORTHBOUND 467 e53 EASTBOUND 511 941 439 TRUCKS (%) LOCAL BUSES Ct#/HR) THRU —RIGHT 4�1 134 26B LEFT t LEFT TURN CHECV". NORTHBOUND SOUTHBOUND EASTBOUND 288 511 I PJ(='UT VOLUME 257 512 ADJUSTED VOL rt 12 CAFACITY Be46 N/A N/A MOVEMENT OK - WESTBOUND 0 0 WESTBOUND 66 0 186 N/A 89—S P_ �� ! Er: T` E 1- I ! ?Ems!Ems= = �' 1— CD E=E EE= Fhp T e E' ! !_ ,� T C_—F;. I T I CR41__ B E1 1�' d= E =__ E- E._ l__ ='r ` E - F= 4 ,,r,1 T f H PF'F:O':"Eri F'F,0J ECT Y di- Ji- Y- SAT t_I F" 0 CR 1 TIC. yl._ E , t,1 `,'(-'L -- CF;ITIC.+:;I_ F:"l.lhi — # .Il 'Y' k- *. 41 -W 41 .N .K Y- L(4•1E. GEOMETRY EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND MOV WIDTH MOV WIDTHLANE. MOV WIDTH MCtV U11 DT H 1 RT. 12.Ci T ] �� R. 12.. _ 2 T. . 12. 0 T . 12 . i T.. 2 _ I_ • 1 2 L.. 1 .s� 12.0 T.. T.. 12.Ci i 12„ri I, L.. L . . • f� . 4 .... 12.0 .... • . ... d... .... ... .... NORTHBOUND LEFT THRU RIGHT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND C► 1104 4 TRUCKS (%) 2 2 L Ci 0 TRAFFIC VOLUMES EASTBOUND SOUTHBOUND 211 2b8 972 268 234 LOCAL BUSES (#/HR) 0 U 0 F'HASIhdG N/S :2. HEAVIEST TURN PROTECTED E/W :5. DIRECTION SEPERATION PEDESTRIAN ACTIVITY : i � ii i SECONDSCYCLE LENGTH WESTBOUND 16? 0 667, PEAK' HOUR FACTOR .9 .9 .9 .9 CRITICAL LANE VOLUMES BY MOVEMENT EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUIID 318 0 ---ail478 THRU —RIGHT 4� i::• 86 _ 119 JO LEFT ii LEFT TURN CHECK — SOUTHBOUND EASTBOUND WESTBOUND NORTHBOUND 268 163 — LonINPUT VOLUME c_i 21 1 165 228 106 f9 ADJUSTED VOL 0 161 c.i. 0 N I A CAPACITY N/A N/A MOVEMENT OF'': T A' FV I--- Cl T _v I "F'�.!! F < E � � � R C" d_ F- r%j T E 1Fti : T GFR I T T Gc I—. p"C3".rC=F i__ 1 t�I€ 1__`t''t )BF< I Cl=- C= -_ F__ 4 Fes= !3 WITH APPROVED PROJECT ATE ac x- x;t a: x. x x :: � x .x is x -f � u .► u -u .b : u. x LEVEL DF SERVICE SATURi I IUH TOF-1 . CRITICAL N _- ?01- d_r CRITICAL EiW V0L.. -_& Y CRITICAL 5t.it'I r LANE GEOMETRY EASTBOUND WESTBOUND SOUTHBOUND NORTHBOUNDSOUTHBOUND t-1Oi.' WIDTH MOV WIDTH LANE MOV WIDTH WIDTH — 1 RT. 12. r._ T.. 12. is TT. 12.0 R.. 12.!_� 2 T.. 12. C) T... 12. �� r,. s ` 12. 0 L.. 12 L.. 12.0 T.. _ �, T.. 12. ii L.. 12.0 12.0 L. . 1.2. <� 4 ... .... L.. .... ... .... L.. 1..C1 ... .. TRAFFIC VOLUMES EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND ^72 165 - 0 211 - LEFT 990 272 1118 �69 - THRU 0 238 4-, RIGHT LOCAL BUSES F'EA�:: HOURFACTOR _ (%) .9 {('#lHR) NORTHBOUND 2 0 •9 - SOUTHBOUND 2 0 ,9 EASTBOUND 0 ,9 =_ WESTBOUND N/S :2. HEAVIEST TURN PROTECTED PHASING DIRECTION SEPERATION _ E/W :5. loo - 599 (#PEDS/HR) PEDESTRIAN ACTIVITY : 2. 100 SECONDS CYCLE LENGTH CRITICAL LANE VOLUMES FAY MOVEMENT SOUTHBOUND EASTBOUND WESTBOUND 0 -_ NORTHBOUND -^, - 484 THF:U -RIGHT 411 86 '"` 122 56 LEFT � � - LEFT TURN CHECK SOUTHBOUND EASTBOUND WESTBOUND NORTHBOUND 272 165 INPUT VOLUME it 211 165 ^�' L �- -' 108 197, C� ADJUSTED VOL 1 59 U is NIA .. CAPACITY N/A N/A =_ MOVEMENT OK R19-" c. i BRICKELL AVENUE AT SE 13TH STREET/ SE 12TH TERRACE TF:Ah1EF'(3F;�_T T I Cl" FcEE:3F'F�kF_<(-- ! CF "TFEE FR CFt I T I CAS ErIOElEt 1E `T CA f::4L_ Yc-73 I Ea EAR I / F� S T''EF tF� DATE F'M F-EA, :. 199c► WITH (�FTR'OVED PROJECT LEVEL OF SERVICE JD SATURATION CRITICAL N/S VOL J4:7�2 CRITICAL E/W V 0 L CRITICAL SUM 1 L7-E3S LANE GEOMETRY NORTHBOUND SOUTHBOUND EASTBOUND LANE MOV WIDTH MOV WIDTH MOV WIDTH 1 RT. 12.0 R.. 12.0 R.. 12.0 2 T.. 12.0 T.. 12.0 LT. 12.0 3 L.. 12.0 T.. 12.0 L.. 12.0 4 ... .... L.. 12.0 ... .... 5 ... .... ... .... ... .... 6 ... .... ... .... ... .... TRAFFIC VOLUMES NORTHBOUND SOUTHBOUND EASTBOUND LEFT 9:1 28 168 THRU 500 1253 92 RIGHT 75 572 59 TRUCKS (Y.) LOCAL BUSES (#/HR) NORTHBOUND 0 0 SOUTHBOUND 1 0 EASTBOUND 4 0 WESTBOUND 2 0 PHASING N/S :3. BOTH TURNS PROTECTED E/W :5. DIRECTION SEPERATION PEDESTRIAN ACTIVITY 2. 100 — 599 (#PEDS/HR) CYCLE LENGTH . 100 SECONDS CRITICAL LANE_ VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND THRU —RIGHT 34C� 738 113 LEFT 24 0 0 LEFT TURN CHECK; NORTHBOUND SOUTHBOUND EASTBOUND INPUT VOLUME 93 26 168 ADJUSTED VOL 24 0 116 CAPACITY 77 55 N/A 0 N/A MOVEMENT N/A WESTBOUND MOV WIDTH R.. 12. (I T.. 12.0 L.. 12.C► WESTBOUND 190 450 56 PEAK: HOUR FACTOR .9 .9 .9 .9 NO OVERLAP) WESTBOUND 510 140 WESTBOUND 190 140 0 ,(I� N/A ��c:l�� _ c� F:� I -F I �F-A !F:3 T� � - -- -r E� -�A� N}TH APP�O?ED �ROJECT � r� 1�9Z "*��"*���^°°.°� - LEVEL PF SAT UPATTO!| 17--f ' CRITICAL H/'S -- CRITICAL E/W VOL ���Z�� CRITICP|' SUM � ��C-)�-_» , *�******** ~- - LANE GEOMETF�Y EA57BOUND WESTBOUND �- NORTHBOUND SOUTHBOUND MOV NIDTH MOy WIDTH LAMOV WIDTH MOV WIDTH ^- 1 RT.12.0 R.. 12.0 R. 12'0 12.o 12 0 R~^ 12^(� /.. . �� 2 T. 12^0 T. 12 0 LT' ^^ ^ 12 0 . L 12.0 — 3 L.. 12.0 T.. ^^^ ^^ 4 ~^ L ^^ 12.0 ... ...' .... ' �~ mr 5 ^^^ ^^^^ ^^^ .'.. ... .~.. ..^ ^^^^ _~~ 6 ^^^ ^^^^ ^^^ .... ... TRAFFIC VOLUMES EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND 28 170 191 LEFT 95 1273 92 450 THRU 508 �� 57 RIGHT 75 581 o" -- TRUCKS (%> LOCAL BUSES (#/HR) PEAK HOUR FACTOR �� 0 ^9 NORTHBOUND v 0 ^ q -=^ --- SOUTHBOUND 1 0 ^q EASTBOUND 4 9 P" WESTBOUND 2 0 ^ N/S :3~ BOTH TURNS PROTECTED (NO OVERLAP) PHASING E/W :5. DIRECTION SEPERATION PEDESTRIAN ACTIVITY : 2' 100 - 599 (#PEDS/HR) CYCLE LENGTH : 100 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT -Les -- NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 510 - - THRU RIGHT 348 114 750 0 141 p LEFT 26 0 LEFT TURN CHECK ` SOUTHBOUND EASTBOUND WESTBOUND WES1q1 NORTHBOUND 28 170 INPUT VOLUME 95 0 118 141 ADJUSTED VOL 6 0 193 CAPACITY 134 0 N/A N/A N/A MOVEMENT N/A ^ - ��/,' �_"'���`r ^"`, `T`F AhISPt7l�cTAT I ON F2ESEAFlCH CENTEFZ L CF-�c I T I CAt_ t"IOVEE"IENT ANAL—YS I S owl 0 Fr I C k< E L_ L— C4 F= S S E I O F ID DATE FM PEAK J?CCo WITH APPROVED PROJECT LEVEL OF SERVICE C SATURATION -7 CRITICAL N/S VOL 4 ? 62 CRITICAL E/W VOL :=, A E3 CRITICAL. SUM 1 :;R94 LANE GEOMETRY NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LANE MOV WIDTH MOV WIDTH MOV WIDTH MOV WIDTH - 1 RT. 12.0 RT. 12.0 RTL 15.0 RTL 21.0 2 LT 12.0 LT. 12.0 ... •••• •• ,... .... 4 ... .... ... .... ... ... .... ... ... TRAFFIC VOLUMES NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LEFT 36 28 19 222 3,8 22 THRU 452 1471 65 RIGHT 46 104 TRUCKS (%) LOCAL BUSES (#/HR) PEAK HOUR FACTOR NORTHBOUND 5 0 �_ SOUTHBOUND 5 0 .9 EASTBOUND 5 0 •4 0 .9 = WESTBOUND 5 PHASING N/S :1. NEITHER TURN PROTECTED E/W :1. NEITHER TURN PROTECTED — PEDESTRIAN ACTIVITY 2. 100 — 599 (#PEDS/HR) CYCLE LENGTH 100 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND THRU —RIGHT 31Cl 976 124 318 0 0 LEFT 0 0 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EAS1BBOUND WESiB405UND INPUT VOLUME 36 28 p 85 ADJUSTED VOL 0 �� 666 0 194 CAPACITY 0 OK OK OK MOVEMENT OK 19—Is W TIF~024rqE3i='C7F. Cam. I T _T l_I-_ _i"G I r PF F:O':'EU F'RO��FCT (- F F_,E Y- L_E'•.'f-L CF;1 T 1 ;_ F=.1__ t•.i ' ;= '.:'C-�I r=� '� +,-._-r iL i{. X ji .�(. Y..i!. •µ. Y Y b# Y Y y. Y a1- Y N. Y _v w -N I_Ala[: GEC'P1ETR1' Fr�EASTBOUNDD WESTBOUND NORTHBOUND SOUTHPOLIND t•10V WIDTH MOV WIDTH ` LANE MOV UJ I DTH 1•1OV litIDTH F;T. ly.r, RTL 15.0 RTL '1.�? - 1 RT. 12.0 ... .... LT. i�.C� LT. 12.!� . . .... .... ... .... ... ... .... ... .... 4 ... .... ... .... ... .... ... .... 9 5 . . . . . . . . . . . . . . . . . . . . . . . . . 6 ... .... ... .... - TRAFFIC VOLUMES EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND �-- 29 19 147 LEFT �'7 1497, 9 {'C7, THRU 4 58 10J 66 7 RIGHT 47 TRUGF:S (%) LOCAL FUSES (#/HR) PEA�:HOUR FACTOR NORTHBOUND .9 i SOUTHBOUND 5 �) .9 - EASTBOUND 5 0 .9 WESTBOUND 5 N/S :1. NEITHER TURN PROTECTED PHASING E/W :1. NEITHER TURN PROTECTED PEDESTRIAN ACTIVITY : 2. 1C)0 - 599 (#PEDS/HR) CYCLE LENGTH 100 1C) SECONDS CRITICAL LANE VOLUMES BY MOVEMENT SOUTHBOUND EASTBOUND WESTBOUND - NORTHBOUND 126 ti,2l I THRU -RIGHT 9��' 0=14 LEFT 0 _ LEFT TURN CHECk:= SOUTHBOUND EASTBOUND WESTBOUND NORTHBOUND 19 147 1 NPUT VOLUME '7 `9 C ) 0 87 ()j),JUSTED VOL Ci 6 76 G 195 Cf`=,F`i-;CITY 0 OK OK t•10VE1�1EIJT 0t. €, 89-.5 R r— r S MIAMI AVENUE AT S .7TH STREET tl -_- CFF-:::�������� I E3 AFT' PROJECT === DATE FMWl/H °�"**++�""°+°°,�*~"�*���* *** �� --- --�/ LEVEL OF SERVICE 71 SATURATIOr« _ CRITICAL N/S VOL --- CRITICAL E/W VOL -7:1- CRITICAL BUM ~� � LANE GEOMETRY EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND MOV WIDTH MOV WIDTH '=--� . LANE MOV WIDTH MOV WIDTH 12.0 �T, ~ ^ ^^ ^^ ^^ T 12.0 ~~^ ^~^^ .~. 1 ^^ ~^^ ^ 12 0 T.. ^ 12.0 � ... LT. 12.0 . . ^ . , , , . . . ~ T , ~ ... � ... .... ... .... ... ' 4 ^^^ ^~^^ ,,,. ~~^ . ... �� ~.. ... .... ... .... .. .. ... ... . 6 ~ .. �r TRAFFIC VOLUMES EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND ' ~~~�� ~ 0 - 405 0 0 1026 LEFT 0 710 0 359 THRU 0 0 DE RIGHT LOCAL BUSES (#/HR� PEAK HOUR FACTOR TRUCKS (%> 0 ,q 5 NORTHBOUND 0 ^ 9 - � SOUTHBOUND 5 0 ,q9 � r 5 EASTBOUND 0 ^ ~ ~ WESTBOUND 5 ~ � DIRECTION SEPERATION � PHASING N/� :5 .5^ DIRECTION SEPERATIONDS/HR> E/W ~ ' 100 - 599 <#r�� � --�r PEDESTRIAN ACTIVITY : 2^0 SECONDS CYCLE LENGTH ^ ^~ � - - CRITICAL LANE VOLUMES BY MOVEMENT WESTBOUND .EASTBOUND NORTHBOUND SOUTHBOUND - 613 0 660 0 THRU -RIGHT 0 0 O LEFT r' LEFT TURN CHECK SOUTHBOUND EASTBOUND WEST8OUND 0 NORTHBOUND - ! 0 405 0 INPUT VOLUME 0 ' 0 194 IN ADJUSTED VOL 452 666 . 0 N/A ^ CAPACITY 0 N/A , N/A MOVEMENT N/A _T f—, FT �'; f- _ * -!, + -Z it - t 4 1 - t IN) ' I �_ +4 T-1 C3 r-1 Tl_j S; M TL 73 41t INO W V7- V1 jNkl I lot NORTHBOUND cz-UT�4E:0UNIP lov k'kl 1 V' 1 to LANE MOV WIDTH IDTH Mot,, W I T.. ... .... ... ... 2 LT. 12.0 ... .... ... .... 3 ... .... ... 4 .... .... ... .... ... .... 5 ... 6 ... .... ... .... TRAFFIC VOLUMES EASI 110UND wV".V41 1101 INI) NORTHBOUND SOUTHBOUND LEFT 409 0 THRU 720 C.) CI 0 RIGHT M LOCAL BUSES HR) TRUCKS NORTHBOUND 5 SOUTHBOUND 5ri EASTBDUND 5 WESTBOUND 5 DIRECTION PHAS I NG N/S :5- DIRECTION E/W :5. ir) o PEL)ESTRIAN ACTIVITY : CYCLE LENGTH 1 c)0 SECOtIDS CRITICAL j T f-l(A71 Ili ft jj w ff 5, T 10 1 NORTHBOUND THRU -RIGHT _01 L-EFT TU-PN NFE S MIAMI AVENUE AT S 8TH STREET _ ;,mot i •? h �''�. }k f ,S , 1 .-. 4.1 ".'' _�.. � J- _- f al T E Fi iIECT 74 NOF;TS IFGiJ JD U; i ; [li_il'il✓' I`?_t':' - IUTFI t,T , • , Mtn t�,l !'-r �(' tJIL'T! t T. T. , i_i .. ... . ! T� _ T. l�.fa ... ..,. T�-,A.FF I C VOLi OIE- E:�UTHHOL'I'•1D EH3Tcr3t�P..1G� M _P1-, 4!F_� 1 �_�U!.i� MORTHE'17U,ND '� HRU• 1 2+�� �� �_1 RISHT 41 1 LOCAL BU'. ES i i#,'�!F.. �.EA HCtJh. F:"C�r r TRUCKS ri }.lCR1'H'r=12tJPdlt GA=- 7 BCjU1J C% 5 '- WEST 301sr4_! p. =,r .r 1'JiS H'� r! .5. DIRECTION h, 1 E W : 5. , - C t•• SEPERA-•.- I O. ) L1F:EaTIO J F-= 'F 1 Ar: ACT I :' I TY Lt=NIG TH 1 is r �EG�riDS JLr44E ULUi _ _ > `i i' r ,�•,i;_r,. T w VJE3TBC1UND LEFT _ -; . # iron SQU rp+t_uNJDCLUIE , .,�_ t!:•II'i �'JE C i �'C..It—'i`JD 1DR H20t i. N/1-t I ra1A �AE3 F=' C-3 F-< -IF 04 _V IF C3 VA 1=< F_= F_:_ 0-1 F=Z C: Fl C_- r=-- "���� " " F=-- 1-1 F_= (-_�kp�� V-1 T /' w�/n AppROVED PROJECT LEVEL OF SE�YICE c SATUPATJ',!'J 75 CRITI[AL H5 VOL CRlTICAL E/N yOL ************** LANE GEOMETRY EASTBOUND WESTBOUND - NORTHBOUND SOUTHBOUND MOV WIDTH MOV WIDTH LANE MOV WIDTH MOV WIDTH ^ ^ 1 RT. 12 0 ^^^ ~^^ . T.. 12.0 0 T.. i2^ ... ...' ^^ ^ ^~^^ 2 T.. 12^0 ^~^ ^^^^ LT, 12.0 3 T. 12.0 ..^ ^^^^ ... ... 4 ^^^ ^~~~ ... .... .-' 5 ^^^ ^^^^ ^^~ ^^^ ^^^^lw ,,, .^^^ 6 ~^' ^^^^ IF TRAFFIC VOLUMES EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND 0 229 0 LEFT 0 0 180q 0 THRU 1128 0 0 0 RIGHT 42 LOCAL BUSES (#/HR) PEAK HOUR FACTOR TRUCKS (%) 0 ^' NORTHBOUND o 0 ,q SOUTHBOUND 5 0 ,9 � EASTBOUND 5 0 ,q � WESTBOUND 5 u ^ N/S :5. DIRECTION SEPERATION � PHASING ^5 F< DIRECTION SEPEH\Ium E/W ^ ^ IC)() - 599 (#PEDS/HR) PEDESTRIAN ACTIVITY : ^ 2. 100 SECONDS CYCLE LENGTH . , CRITICAL LANE VOLUMES BY MOVEMENT - SOUTHBOUND EASTBOUND WESTBOUND ' NORTHBOUND 0 852 » THRU -RIGHT 502 ` 0 0 LEFT 0 LEFT TURN CHECK SOUTHBOUND EASTBOUND WESTBOUND NORTHBOUND �'- 229 0 INPUT VOLUME v 0 0 236 0 1q4 ADJUSTED VOL 0 666 0 N/A CAPACITY 0 N/A N/A MOVEMENT N/A -� � _ � F;tonk " S3 F=> U FR -T _rIC)� <E; j= A F_< j= FR ~ _ r< I r 1 N t_ ������������� ������_�E3 I E; � �� ������� m�m � ������^,�� F3 E3_� DATE PM PEAK 199(` WlTH APPROVED PROJECT ~~ - LEVEL OF SERVICE SATURATlON 4 3 � CRITICAL N/S VOL -- CRITICAL E/W VOL ppp CRITICAL SUM 7 e=:� -7 LANE GEOMETRY NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LANE MOV WIDTH MOV WIDTH MOV WIDTH MOV WIDTH ' � RT. 12.0 T 12.0 ... ^^^~ ^^ ... .,.. [- l_ 2 T.. 12.0 T 12.0 ..^ ^^^~ ^^ ^^^ ^^^^ -- --- 3 T.. 12.0 .,. .^^. ^ LT 12.0 ... .... 4 ... ...~ ... .... ... .... ... .^.. 5 ... .... 6 ... .... ... .... ... .... �-_= NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EASTBOUND WESTBOUND — LEFT 0 0 275 0 0 �- THRy 840 ��-- 0 6�5 0 0 RIGHT 90 0 ��) LOCAL BUSES (#/HR) PEAK HOUR FACTOR [ ��-- NORTHBOUND50 0 .9 SOUTHBOUND 5 O ,9 ~9 � EASTBOUND 5� .q � | WESTBOUND 5 � --- PHASING N/S :5. DIRECTION SEPERATIOW � E. W :5. DIRECTION SEPERAT%ON � | - PEDESTRIAN ACTIVITY : 2. 100 - 599 (#PEDS/HR) CYCLE LENGTH : 100 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND THRU -RIGHT 403 0 364 0w O | . LEFT 0 0 � LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND INPUT VOLUME O 0 2�5 0 3q2 w v ADJUSTED VOL 0 666 0 194 CAPACITY 0 N/A N/A N/A MOVEMENT N/A ������������������������� ��I�I����� ��"������T ������� v�� �� ��][����� /�����/'�� �� ��lr AFFROVED PROJECT w�|n �ATE FM FE�| 1��� LE;EL �F Sol UFOTJO!i ^��r CRITIC CR'lTICAL E/W ;OL E3 CRITI[AL �U� ���r�� *4-4 4 4 * * * 4 4��������������� LANE GEOMETRY EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND MOV WIDTH MOV WIDTH LANE MOV WIDTH MOV WIDTH 1 RT. 12~0 ^^^ ^^^^ 12 0 ^^^~ ~~ 2 T 12^0 ^^^ ^^^^ 12 0 LT. . ..' ^^'' 4 ^~^ ^^^^ ... .... ,,, ...^ ^^^ ^^' 5 ^'^ ^^^^ ^^^ ~^^^ ,,, ..^^ ^^^ ^^'~ 6 ^^^ ^^^^ ^^^ ^^^' TRAFFIC VOLUMES EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND 0 0 277 0 0 LEFT 0 632 THRU 852 0 0 0 RIGHT 92 TRUCKS (%) LOCAL BUSES (#/HR) PEAK HOUR FACTOR NORTHBOUND 0 z 0 ^' ,q SOUTHBOUND 5 0 ,q EASTBOUND 5 � 0 ^ q WESTBOUND 5 PHASING N/S :5. DIRECTION SEPERATION ^5 DIRECTION SEPERHTIum E/W ^ ^ 100 — 599 (#PEDS/HR) PEDESTRIAN ACTIVITY : 2. ^ 100 SECONDS CYCLE LENGTH . CRITICAL LANE VOLUMES BY MOVEMENT SOUTHBOUND EASTBOUND WESTBOUND 0 NORTHBOUND 368 THRU —RIGHT 409 0 0 0 LEFT 0 ` LEFT TURN CHECK SOUTHBOUND EASTBOUND WESTBOUND NORTHBOUND 277 0 INpUT VOLUME 0 0 295 0 194 ADJUSTED VOL 0 0 66v 0 N/A CAPACITY N/..p N/A MOVEMENT N/A SW 1 ST AVENUE AT SW 7TH. STREET € 9--5N"" "¢ NORTF06T I 0 RESIF: r!ZNF:-< C t=tVTEFR _ GFR I T I CF t_._ NC)Vt=ME lT At4#cNL- S3 s S; DATE FM PEAK 19c?0 WITH APPROVED PROJECT LEVEL OF SERVICE �{ SATURATION 83 CRITICAL N/S VOL4�? CRITICAL E/ W VOL E3-4-7 1� CRITICAL SUM '4 'g LANE GEOMETRY NORTHE40UND SOUTHBOUND EASTBOUND WESTBOUND — LANE MOV WIDTH MOV WIDTH MOV WIDTH MOV WIDTH RT. 1.2. 0 ... .... 12 R.. .12. 2 ... .... T.. 12.0 ... .... 0 -- ... LT. 1'-0 ,. q ... ..•. ..: ..:: .. .... 6 ••• .... ... .... TRAFFIC VOLUMES - NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LEFT 0 0 0 0 Ill 1310 THRU 0 776 0 C� RIGHT 0 2��9 TRUCKS (%) LOCAL BUSES (#/HR) PEAK HOUR FACTOR NORTHBOUND, 0 .9 SOUTHBOUND 5 0 .9 9 EASTBOUND 5 0 WESTBOUND 5 0 .9 PHASING N/S :5. DIRECTION SEPERATION E/W :5. DIRECTION SEPERATION — PEDESTRIAN ACTIVITY 2. 100 — 599 (#PEDS/HR) _ CYCLE LENGTH 100 SECONDS -u CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 847 THRU —RIGHT p C� 649 00 0 0 LEFT _ 77 LEFT TURN CHECK `x NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND �Y INPUT VOLUME 0 0 0 0 ill 91 ADJUSTED VOL 0 0 bb6 0 194 CAPACITY 0 N/A N/A N/A N/A MOVEMENT r- z �F����j�B��������rI ��I ���������� ���������� ���������T ��������3 T� ��/���� �r���57rTH AFPROVED PROJECT �APn rEp � � p/� LE�EL (IF�[Fv]CE �� SplUPoT101d S3 CRlTJ[�L E/N vOL El���� CRIT][AL �i'M �����C-51 ************"*°4°4�*+"*��*+�********** LANE GEOMETRY EASTBOUND WESTBOUND —�� NORTHBOUND SOUTHBOUND MOV WIDTH nuv w'u.� LANE MOV WIDTH MOV WIDTH R.. 12.0 s 1 ~^^ ^^^^ ^ 12^0 ^^^ ^^^~ RT. 12 0 T.. ` —N�r 2 ^^^ ^^^^ T 12 ^~ ,~,, 2 0 LT' � ^ � ... ..~. ... .... .... ..~ ..'' - . 4 ^^^ ^^^^ ^^^ .... ... .,.. . � 5 ^^^ ^^^^ ^^^ .... ... ^^^ ~^~^ .^^ ^^^^ '- 6 ^^^ ^^^^ ^,, .... -- � TRAFFIC VOLUMES EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND 0 112 wm ' LEFT » 0 788 0 1325 � THRU 0 0 244 0 0 RIGHT TRUCKS (%) LOCAL BUSES (#/HR) PEAK HOUR FACTOR --�� �—� NORTHBOUND 5 0 ^ 9 SOUTHBOUND 5 0 ^9 EASTBOUND 5 0 0 .9 ,q ---- WESTBOUND 5 / --��m PHASING N/S ^5 ^ ^ DIRECTION SE PERATION E/W . 5 : DIRECTION SEPERATION �---� PEDESTRIAN ACTIVITY : 100 599 (#PEDS/HR) 2. — ~ FLin CYCLE LENGTH : 100 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT ~ NORTHBOUND - SOUTHBOUND EASTBOUND WESTBOUND 83q THRU —RIGHT 0 660 0 0 0 0 LEFT 0 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND ^^2 WAINPUT VOLUME 0 0 0 0 0 56 ADJUSTED VOL 0 676 0 195 | CAPACITY 0 N/A N/A N/A MOVEMENT N/A r pp SW 2ND AVENUE AT SW 7TH STREET ME e F 89 TF�t'�N ;R."RTAT I OtV R�SF'r+RCH OENTER CFR I T I CAL MC?VEi"1EhlT AN A!-1'E I E3 SW ACE /fBW ST DATE pM PEA!: 1990 WITH APPROVED PROJECT LEVEL OF SERVICE SATURATION 76 CRITICAL N/S VOL t5 O i CRITICAL E/W VOL v� CRITICAL SUM '� I cl LANE GEOMETRY EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND MOV WIDTH MOV WIDTH LANE MOV WIDTH MOV WIDTH RT. 12.0 1 T.. 12.C1 ..• RT. 12.0 .... T.. 12.0 2 LT. 12.0 ... T.. 1�.�► ... .... ... LT. 12.0 ... .... ••:: 4 ... .... ... .... ... ... .... 5 . . . . . . . . .. . .. . . . . . . . . . . . . 6 ... .... ... .... TRAFFIC VOLUMES EASTBOUND WESTBOUND NORTHBOUND SORTHBOUND 0 0 101 LEFT 321 274 0 1280 THRU 242 0 165 RIGHT TRUCKS (%) LOCAL BUSES ((#/HR) PEAK HOUR FACTOR NORTHBOUND 5 0 .9 SORTHBOUND 5 0 .9 EASTBOUND 5 0 .9 WESTBOUND 5 PHASING N/S :5. DIRECTION SEPERATION SEPERATION E/W :5. DIRECTION 100 - 599 (#PEDS/HR) PEDESTRIAN ACTIVITY 2. CYCLE LENGTH 100 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 6J3 THRU -RIGHT 322 33' 0 0 0 0 LEFT 0 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 101 INPUT VOLUME 321 00 0 0 79 ADJUSTED VOL 349 666 0 194 CAPACITY 0 N/A N/A N/A MOVEMENT N/A �������� ��I � ��� l��������� C:,, r-:;: I -y I- C7���_ C=;��TH �� ApppOyED PROJECT DATE FM FE�| 1 p� LEVEL OF �E�\'I[E C SATUPA7lO77 CRITICAL CRlTlCAL CRITICAL SUM ***************"**��*°°*****�*** LANE RY EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND MOV WIDTH MOV WIDTH LANE MOV WIDTH MOV WIDTH RT. 2.0 1 T__ 1 2. 0 RT. 2 LT, 12.0 T^^ 12^0 '^^ ^^^^ ... '' LT. 12.0 .. .^'. 4 ^^~ ^^^^ ^^^ ,... ~^^ ''^' 5 ^^^ ^^^^ ^^^ `^^^ ,,, 8 ^^^ ^^^^ ^^^ ^~^^ TRAFFIC VOLUMES EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND 0 103 LEFT 325 " 0 279 1296 THRU 246 0 167 RIGHT " 235 TRUCKS (%> � LOCAL BUSES (#/HR) PEAK HOUR FACTOR 0 ~' NORTHBOUND 5 0 ^9 SOUTHBOUND 5 0 ,q EASTBOUND 5 0 .9 ~ WESTBOUND 5 N/S :5. DIRECTION SEPERATION PHASING ^5 DIRECTION SEPERATlum E/W ^ ^ 100 - 599 (#PEDS/HR) PEDESTRIAN ACTIVITY : 2. ~ 100 SECONDS CYCLE LENGTH . CRITICAL LANE VOLUMES BY MOVEMENT SOUTHBOUND EASTBOUND WESTBOUND NORTHBOUND 0 662 THRU -RIGHT 327 341 0 0 LEFT 0 ` LEFT TURN CHECK SOUTHBOUND EASTBOUND WESTBOUND NORTHBOUND - 0 103 INPUT VOLUME 325 0 0 0 82 ADJUSTED VOL 354 666 0. 194 CAPACITY 0 N/A N/A N/A MOVEMENT N/A SW 2ND AVENUE AT SW 8TH STREET �i9—~5c�r 7RARISi=ORTAT I Ohl R ESEAF=<Ch-4 CEhlTEF;z C A L 1 C3 W 1—= M E t'�! T A"O!nk AwE / E3 O ST DATE AM PEAS, 199Ci WITH APPROVED PROJECT LEVEL OF SERVICE SAT UROT I ON 76 CRITICAL N/S VOL 1 CRITICAL E/W VOL CRITICAL SUM LANE GEOMETRY NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LANE MOV WIDTH MOV WIDTH MOV WIDTH MOV WIDTH 1 RT. 12.C► T.. 12.0 RT. 1A2.0 ..• .... 2 T.. 12.0 LT. 12.0 T.. 12.0 ... .... 3 ... .... ... .... LT. 12.0 ... .... q.... ... .... ... .... ... .... 5 .... ... .... ... .... ... .... 6 .... ... .... ... .... ... .... TRAFFIC VOLUMES NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LEFT 0 128 270 0 �► THRU 219 158 1854 0 RIGHT 37 0 210 TRUCKS (%) LOCAL BUSES (#/HR) PEAK: HOUR FACTOR. NORTHBOUND 5 0 .9 SOUTHBOUND 5 0 .9 EASTBOUND 5 0 .9 WESTBOUND 5 0 .9 PHASING N/S :5. DIRECTION SEPERATION E/W :5. DIRECTION SEPERATION PEDESTRIAN ACTIVITY : 2. 100 — 599 (#PEDS/HR) CYCLE LENGTH 100 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND THRU —RIGHT 160 152 990 �► 0 0 LEFT 0 0 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND INPUT VOLUME 0 128 270 266 0 0O ADJUSTED VOL 0 112 � �� CAPACITY 0 N/A N/A N/A MOVEMENT N/A -Ir FR jc� tq���������r��� ��E�������� �������� IlrI F,-- F-4 -T- r,,J f:�' c:-; T- 4��3 -� E3 txj L-0FEE� 1�� Tul7H �ppROVED PROJECT -- E;EL OF �� LE',' � SATURA7TOu 77 CRlTICAL ^_ CRITlCAL E/W CRITICAL �U� � -- LANE GEOMETRY - � NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND N�= LANE MOV WIDTH MOV WIDTH MOV WIDTH MOV WIDTH ~~ ' 1 RT. 12.0 T 12 0 RT. 12,0 . . ^ ' ... .... ---- Nw� 2 T. . 12.0 12 0 T 12.0 LT. ^ ^ ^ .~. .... ^ LT. 12.0 ... ...~ '�- 3 ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ... ...' � 4 .^^ ^^^^ ^^^ ^^^^ ... ~... ... .... ... ,,,_ 5 ^^^^ ... ^^^ ^^^^ .... 6 ^^^ ^^^^ ^^^ ^^^^ ... .... ... -~~ ^ TRAFFIC VOLUMES EASTBOUND WESTBOUND LE NORTHBOUND SOUTHBOUND LEFT 0 129 275 1874 vZF 0 THRU 223 161 213 0 [ ~° RIGHT 38 0 ` TRUCKS <%� LOCAL BUSES (#/HR) PEAK HOUR FACTOR NORTHBOUND 5 0 ^9 q SOUTHBOUND 5 0 0 . ^9 wr EASTBOUND 5 q WESTBOUND 5 0 ^ PHASING N/S :5. DIRECTION SEPERATION � - E/W :5. DIRECTION SEPERATION � PEDESTRIAN ACTIVITY : 2. 100 - 599 (#PEDS/HR) � & CYCLE LENGTH : 100 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND ---� THRU -RIGHT 164 155 1002 0 0 0 r � LEFT 0 0 | / LEFT TURN CHECK | � NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND INPUT VOLUME 0 129 275 2q2 0 0 - ADJUSTED VOL 0 113 0 194 CAPACITY 0 666 N/A N/A N/A MOVEMENT N/A —l� r TRAhJSF'QM-IF AT I (D" F=:ZEEE;tE6-4F CC" (--E=-E\J-'EFZZ ChiITICAL. m C)%11Et" F-="_T 44"44-`1KE�I�s ESLAJ 8 S•r DATE FM FEPK' 1790 WITH PROJECT '- LEVEL OF SERVICE . SATURATION 48 CRITICAL N/S VOL Z:5 i Z5 CRITICAL E/W VOL LL CRITICAL SUM 13 -- LANE GEOMETRY NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LANE MOV WIDTH MOV WIDTH MOV WIDTH MOV WIDTH - 1 RT. 12.0 T.. 12.0 RT. 12.0 ... .... 2 T.. 12.0 LT. 12.0 T.. 12.0 LT. 12.0 ... .... ter - , ... .... ... .... 4 ... ... ... .... . ... .... ' . • 6 • • • . .. • • . . . • • . . . . . . . . . 4 ~ TRAFFIC VOLUMES NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND -- LEFT 0 140 129 0 THRU 452 295 424 RIGHT E33 0 76 0 -- TRUCKS (%) LOCAL BUSES (#/HR) PEAK HOUR FACTOR NORTHBOUND 5 0 '9 SOUTHBOUND 5 .9 EASTBOUND 5 0 WESTBOUND 5 0 .9 PHASING N/S :5. DIRECTION SEFERATION a E/W :5. DIRECTION SEPERATION PEDESTRIAN ACTIVITY 2. 100 - 599 (#PEDS/HR) CYCLE LENGTH 100 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT - NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND THRU -RIGHT Z37 Zze 255 C) LEFT 0 0 0 C► LEFT TURN CHECK:' NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND F a �FUT VOLUME i> 14V 129 <� JJUSTED VOL �� 127 11•� 0 C32 2 CAF'AC I TY 136 0 N/A N/A N/A MOVEMENT N/A TF.:�t`J F"OFtTE T I OhJ F FSFf=1F:i= F 8 ti E� I L %z G F I T I C l L_ t• 1 Cl ,.' t l L=_ I'N.t J f--:4 1,4 e'D!_-. , T 273 W � '� r F a. k s71 1 h4';1F F:f r.-F f_.I 1 I,lI Tt! (=..'FP PROJECT Y• Y X x .► iG x at .X x %. i'. x s i� a:.+i. # k- .w- - K S: X .M- OF SATUF'f'J IOC l 49 CRITICAL t•1,'(_,�_,.i3-' CF; I T I CF`,L E CF; I T I CAL_ C=1_'M r` iF)F i4Xxxx_w_4wxxxxx-.ig-0xx.ic.x4c4c cx iF LANE GEOMFTFr, NORTHBOUND SOUTHBOUND LANE MOV WIDTH MOV WIDTH 1 RT. 12. C) T.. 12. ti 2 7.. 12.0 LT. 12.0 3 ... .... ... .... 4 ... .... ... .... 5 . . . . . . . . . . . . . . 6 ... .... ... .... TRAFFIC VOLUMES EASTBOUND WESTBOUND MOV WIDTH MOV WIDTH R7. 12.0 .... T.. 12. C� ... . LT. 12.0 ... .... NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LEFT C► 142 132 429 i THRU 4513 289 77 0 RIGHT 85 TRUCES M . LOCAL BUSES (#/HR) PEAK HOUR FACTOR NORTHBOUND 5 Q 9 SOUTHB01_1ND 5 0 EASTBOUND 5 O 0.q .9 WESTBOUND 5 PHASING N/S :S. DIRECTION SEPERATION E/W :5. DIRECTION SEPERATION PEDESTRIAN ACTIVITY 2. 1C)0 — �J99 (#PEDS/HR) CYCLE LENGTH 100 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND THRU —RIGHT 42 241 C► t� LEFT C) C� LEFT TURN CHECK'. NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND I tdF'UT VOLUME 142 19 1 2 1 17 C► � � 0 ADJUSTED VOL C) Ebb 6 C) 194 CAPACITY t� N/A N/A N/A MOVEMENT N/A 89 ) is �~ SW 4TH AVENUE AT SW 7TH STREET -1-- WE i � �r ����Cl ������� �������� ��� ���� �C������ � E3 t,-,Y �]TH �PPROVED PROJECT �A7E r|1 pEA| 1c9`) LE`/EL ['r D � CRTTI[A' [R]TTC(_L E/w p- C�lTICAL ��n XT p- ������ J����� - LANE ��u �ETpY WESTBOUND . � ~� NORTHBOUND SOUTHBOUND EASTBOUND MOV WIDTH _- � LANE MOV WIDTH MOV WIDTH MOV WIDTH � 1 RT. 12.0 T.. 12.0 ..~ .... T .^ ~~ ' ^~ ^ 2 T 12 0 T.. 12.0 ... .~.. 12,0 ..^ 12 0 L . ' ' 3 ^^^ ^^^^ ^~ T .... ... �- 4 ^^ ^^^ ^^^^ ... ^^^ ^'^- ^ ' � .~. .... ... .... ... .~^^ ... ..~. ... ..'' 6 ^^~ ^^^^ ^^^ ^^^' V� TRAFFIC VOLUMES NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0 0 0 WON- `0 --*� LEFT287 THRU 1755 882 _ 0 RIGHT 41 0 0 r TRUCKS (%) LOCAL BUSES (#/HR) PEAK HOUR FACTOR ^ NORTHBOUND z 0 ^� Elk r- SOUTHBOUND 5 0 O .qwf ^ q EASTBOUND 5 0 .9 N� ^ WESTBOUND 5 == PHASING N/S :5. DIRECTION SEPERATION E/W :5. DIRECTION SEPERATION � PEDESTRIAN ACTIVITY : 2. 100 - 599 (#PEDS/HR) CYCLE LENGTH : 100 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT ` NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND - THRU - RIGHT 205 � 75 0 0 0 549 56 ---� LEFT 0 0 LEFT TURN CHECK NORTHBOUND SOUTH8OUND EASTBOUND WESTBOUND 0 0 82 INPUT VOLUME 0 0 56 ADJUSTED VOL 0 0 0 0� 0 CAPACITY 0 N/A N/A N/AK118 � MOVEMENT ��u��"^���� `,~v ` `` -I- F��� � -F T c��L � !:5v/!F-3 �`��/�� 7! N���pPpOVED � � PROJECT � ^�^��*" "~. ^°"* 7LE w� i CRIT7CAL _r CRlTICAL *"�°*°*°u*"-it �******+�** � - ����"������� LAGEOMETRY NE EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND WlDTH MOV WIDTH MOy WIDTH LANE MOV WIDTH MOV T RT. 12 ^ 1 0 T.. 12.0 ^^^ ^^^^ 12 0 T. ~ ~^ ' 2 T. 12 0 - T. 12 0 . ...' ^~ ~ ^^ ' �� 12 0 L.' ^ -- w~ T 12 0 ^^^ ^^^^ ^^ ^ 3 ,,, .... ` ' 4 ^^^ ^^^^ ~^^ ^^^ , ...' 5 ^^^ ~^^^ ^^^ `'.. ... ,_, 6 ^~^ ^^^^ ^^^ ^^ .. ... ...~ ^ � TRAFFIC VOLUMES EASTBOUND WESTBOUND ar NORTHBOUND SOUTHBOUND i e� LEFT 0 0 0 0 83 910 IR " THRU 293 1788 0 0 in RIGHT 42 0 � TRUCKS LOCAL BUSES (#/HR) PEAK (%) _-_ HOUR FACTOR NORTHBOUND o 0 ^ 9 SOUTHBOUND 0 5 0 .9 .9 EASTBOUND 5 ` WESTBOUND 5 " .9 K � / PHASING N/g :5, DIRECTION SEPERATION � -� E/W :5. DIRECTION SEPERATION ! PEDESTRIAN ACTIVITY : 2. 100 - 599 (#PEDS/HR) � � CYCLE LENGTH : 100 SECONDS � ---~ � CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 55 ---� THRU -RIGHT 209 764 " 0 57 LEFT 0 0 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND o" INPUT VOLUME O 0 0 0 57 ADJUSTED VOL » 0 0 0 193 CAPACITY 159 N/A N/A N/A ' MOVEMENT N/A SW 4TH AVENUE AT SW 8TH STREET TF<AFVSF>OF=tTA_T I QF=<ESFEE AFRCH CE"_rF=- F=-< CFI I T I CAt_ MC:)*N1EMF=—:P• _V f r l L_YS I S SW 4 (--NkrFE /StAJ E3 `-3-T DATE AM FEAK 1990 WITH APPROVED PROJECT LEVEL OF SERVICE C SATURATION 70 CRITICAL N/S VOL_ -9S CRITICAL E/W VOL_ (3 6 1 CRITICAL SUM I; 9 LANE GEOMETRY NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LANE MOV WIDTH MOV WIDTH MOV WIDTH MOV WIDTH 1 ... .... T.. 12.0 RT. 12.0 ... .... 2 ... .... LT. 12.C) T.. 12.0 ... .... L.. 12.0 T.. 12.0 .... 4 ... .... L.. 12.0 ... .... ... .... 5 . .. • . . . . . .. . . 6 ... .... ... .... ... .... ... .... TRAFFIC VOLUMES NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LEFT 0 960 0 u 0 THRU 0 286 1933 RIGHT 0 0 71 0 TRUCKS (%) LOCAL BUSES (#/HR) PEAK: HOUR FACTOR NORTHBOUND 5 0 .9 SOUTHBOUND 5 0 .9 EASTBOUND 5 0 .9 WESTBOUND 5 0 .9 PHASING N/S :5. DIRECTION SEPERATION E/W :5. DIRECTION SEPERATION PEDESTRIAN ACTIVITY 2. 100 — 599 (#PEDS/HR) CYCLE LENGTH 100 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND THRU —RIGHT 0 3913 861 0 0 LEFT 0 0 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND INPUT VOLUME 0 960 0 �� 0 0 ADJUSTED VOL 0 1131 0 C) CAPACITY 0 C) N/A N/A N/A MOVEMENT N/A �r_�`".r}c;jr -I-Rrhh18F•O�:TAT I Oh! FiE�E6aF_<( ,H CE�"�-E�" fir.: I _v I Con, L_ r'lC) Et"!ErJT F PNI02�L_''y T S IrJ f a E CAJ � _v TE t J L TH AFFF;OVED F'ROJECT ai # X it aF Y a 4 w- 4 4t s K k L_ E�,'EL CiF SA1 URP, 1 I (_tJ 71 CRTTICA"I_ C F' I T I C.,:` L._ E ;' IJ Ca L I=3 T "_► •iF � iF � iF � �'- iE .� .� .� X � .� x > > x K: � a+..� x x. � x �. x .� .* ac .�c � .K # iF iF NORTHBOUND LANE MOV WIDTH 2 ... .... 4 ... .... 5 . . . . . . . 6 ... .... l_Al'JF GEOMETRY' SOUTHBOUND MOV WIDTH T.. 12.0 LT. 12.0 L. 12.0. L. 12.0 TRAFFIC VOLUMES EASTBOUND WESTBOUND MOV WIDTH MOV WIDTH T.. 12.0 ... .... T.. 1�. �� ... . NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LEFT 0 970 292 U 1965 � i c THRU 0 0 72 RIGHT 0 TRUCKS ('1.) LOCAL BUSES (#/HR) PEAK:' HOUR FACTOR NORTHBOUND 5 0 0. 9 SOUTHBOUND 5 0 -q EASTBOUND 5 c_) .9 WESTBOUND 5 PHASING N/S :5. DIRECTION SEPERATION E/W :5. DIRECTION SEPERATION PEDESTRIAN ACTIVITY 2.• 1CC�0 - 599 (#PEDS/HR) CYCLE LENGTH 100 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND THRU -RIGHT 0 4��? 0 LEFT U LEFT TURN CHECK; NORTHBOUND SOUTHBOUND EASTBOUND C> 97� i 0 INPUT VOLUME 1144 0 ADJUSTED VOL U 666 0 CAPACITY �� N/A MOVEMENT N/A N/A WESTBOUND C) �i 194 N/A R1.9— 3 17 'f FIANSF•[�F2TAT I ON iCESEF:4F<GH CENTER Chi I T I CAL_ MC3wF=mE=_r4 r ANfcN I S = c:3W 4 AWE / JE 8 jT DATE PM F'Er41 1 990 WITH APPROVED PROJECT - r LEVEL OF SERVICE A SATURATION 51 CRITICAL N/5 VOL T F CRITICAL E/W VOL 4 9 9 CRITICAL SUM LANE GEOMETRY NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LANE MOV WIDTH MOV WIDTH MOV WIDTH MOV WIDTH pr 1 ... .... T.. 12.0 RT. 12.0 ... .... 2 LT. 12.0 T.. 12.0 ... .... .... 3 ... .... L.. 12.0 T.. 12.0 ... 4 ... .... L.. 12.0 ... ... .... ...• WE _ 5 ... .... ... .... ... .... 6 .... ... .... ... TRAFFIC VOLUMES _ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND i � J LEFT C► 647 0 0 THRU G 704 lOSC� 0 RIGHT 0 O 102 TRUCKS (%) LOCAL BUSES (#/HR) PEAK; HOUR FACTOR NORTHBOUND 5 U .9 pm SOUTHBOUND 5 0 .9 pm EASTBOUND 5 0 .9 WESTBOUND 5 O .9 PHASING N/S :5. DIRECTION SEPERATION E/W :5. DIRECTION SEPERATION-- f-_ - PEDESTRIAN ACTIVITY 2. 100 - 599 (#PEDS/HR) CYCLE LENGTH 100 SECONDS s —_ CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND" •� THRU -RIGHT 0 421 499 0: 0 G LEFT 0, 0 LEFT TURN CHECK E NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND INPUT VOLUME G 64.7 0 0 O 0 ADJUSTED VOL G 748 0 0 CAPACITY O O N/A N/A N/A MOVEMENT N/A �Fzk, pk t%j S; V, " FR -r g2k -v I C3 M F:;� I=- F;: f- �-V FEE F:Z F=;Z 11 _F 1E tl �P-1 'y��� � E3 W qTH App�OED PROJECT � wT y DATE rM PEA' . ***~*^°�"�°�,�"��°*°�°�"~ LEVEL OF SATUpATION ��� CRITJCAL CRlTIC:�L CRITl[AL SUM **_,+*w*,***°°*°*+******�** LANE GEDMETRY SOUTHBOUND EASTBOUND WESTBOUND NORTHBOUND LANE MOV WIDTH MOV WIDTH MOV WIDTH MOV WIDTH 1 ^^^ ^^^^ ^^ T 12 ^ 0 RT. 12.0 ..~ .... 2 ^^^ ^^^^ T.... 12 ^ 12.0 LT ^ 0 ... ^ 3 ^^^ ^^^^ T 12 0 L 12 0 ~. . ^~ ^ . .. ..^^ 4 ~°^ ^^^^ L 12 0 .~. .~.. ^^ ^ ,,, .... .~. ...^ 5... .... ... .. .. ... .... ... ~..' 6... .... ... ... . ... .... TRAFFIC VOLUMES EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND LEFT 0 0 658 1073 " 0 THRU 0 717 104 0 RIGHT 0 0 TRUCKS (%) LOCAL BUSES <#/HR> PEAK HOUR FACTOR NORTHBOUND 5 0 0 ^ 9 q ^ SOUTHBOUND 5 00 � .r EASTBOUND 5 ,q WESTBOUND 5 PHASING N/S :5. DIRECTION SEPERATlON E/W :5. DIRECTION SEPERATION PEDESTRIAN ACTIVITY : 2. 100 - 599 (#PEDS/HR) CYCLE LENGTH : 100 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND THRU -RIGHT 0 428 509 0 v 0 0 LEFT 0 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND INPUT VOLUME 0 658 " 0 0 ADJUSTED VOL 0 761 0 666N/A 194 CAPACITY 0 N/A N/A MOVEMENT N/A ��������� `".' "v`,^ SOUTH BAYSHORE DRIVE AT SE 8TH STREET �FR of:N 1\1 IS F=, F::R -T -T- T U I=- c_�3 F=- K"t F:;: f- C-_ F-=- " _r '�E F�Z c--- T c--- n ink~Y S�3 [3FR F-=- ��F-;� Z cE;KE: c,3-� D4TE FM PEAK 39�0 WITH APPROVED PROJECT *~«��**°�**.m~*°*� LEVEL OF SERVICE C_- SATURuT]Om -7xT CRITICAL N/5 VOL C3 -763� ' CRITICAL E/N VOL 'q-�� [R]ll[AL SUM � LANE GEOMETRY NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND _ LANE MOV WIDTH MOV WIDTH MOV WIDTH MOV WIDTH , 1 R.. 12.0 RTL 12.0 RT. 12.0 RT. 12.0 2 T.. 12.0 ..^ ^~^^ T ^^ 12.0 T.. 12.0 � 3 L.. 12.0 ... ,... L.. 12.0 L.. 12.0 4 ... ^^^^ ^^^ ^^^^ ^^^ ^^^^ ^^~ ^^^` 5 ... .... ... .,.. ... .... ... '... 6 ~.. .... .~. .... ... .... ~.. ...' TRAFFIC VOLUMES NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LEFT 398 7 59 96 THRU 24 201 245 257 RIGHT 115 137 165 2 TRUCKS <%> LOCAL BUSES (#/HR) PEAK HOUR FACTOR NORTHBOUND 5 0 .9 SOUTHBOUND 5 0 .9 EASTBOUND 5 0 .9 WESTBOUND 5 0 .9 ff PHASING N/S :2. HEAVIEST TURN PROTECTED E/W :3. BOTH TURNS PROTECTED (NO OVERLAP) PEDESTRIAN ACTIVITY : 2. 100 - 599 (#PEDS/HR) CYCLE LENGTH : 100 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND - TH�U RIGHT 28 ' 433 270 28 158 73 LEFT 443 0 �. LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND INPUT VOLUME 398 7 59 ZB 96 73 ADJUSTED VOL 443 0 0 19� CAPACITY 0 848 N/A N/A � MOVEMENT N/A OK � � �FR ���������� ����� ���E������ ������ - FR I -F T (--, f!174 I_ r-1 clv 1­1 FE r"J� IfC-1p�E:_ TD ll�l � ��rE FM [H PROJECT LEVEL OF �EFVJLE K�� � SATURAT]ON � CR]Tl[AL N/S «OL �3 13�� � CRITlCAL E/N VOL CRIT][AL SL/M � LANE GEOMETRY � ^ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND � p� LANE MOV WIDTH MOV WIDTH MOV WIDTH MOV WIDTH � L � 6 1 R.. 12.0 RTL 12.0 RT. 12.0 RT. 12.0 ` n� 2 T. . 12.0 ' ^ ^ ^ ^ ^ ^ T ^ ^ 12 ^ 0 T ^ ^ 12.0 3 L.. 12.0 ... .... L. 12.0 L'' 12.0 . . ' . . . . l^^^ 4 ~^^^ ^^^ ^^'^ ~^^ ^^^^ .... ' 5 . . ~ . . . . . . ~ . ~ . . . ^^~ ^^^^ ,,. 6 ... ^^^^ ^^~ ^^'^ ~^^ ^^^^ ~ . ~ . . . . � TRAFFIC VOLUMES NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LEFT 400 7 59 97 THRU 24 202 247 _-59' RIGHT 116 139 167 2 TRUCKS (%) LOCAL BUSES (#/HR) PEAK HOUR FACTOR ! l� NORTHBOUND 5 0 ^9 � SOUTHBOUND 5 0 .9 EASTBOUND 5 0 . 9 ' WESTBOUND 5 0 . 9 -mm PHASING N/S :2. HEAVIEST TURN PROTECTED -� E/W :3. BOTH TURNS PROTECTED (NO OVERLAP) PEDESTRIAN ACTIVITY : 2. 100 - 599 (#PEDS/HR) CYCLE LENGTH : 100 SECONDS _r CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND -� THRU -RIGHT 28 437 272 159 74 LEFT 445 0 28 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND lNpUT VOLUME 400 59 7 28 97 74 ADJUSTED VOL 445 0 0 194 CAPACITY 0 854 N/A N/A MOVEMENT N/A OK __ . Project *88118 OCT88M October, 1988 1111 SPICKELL TRAFFIC STUDY MAJOR USE SPECIAL PERMIT Prepared by: David P lum-ler L: Associates, Inc. 4225 Salzedo Street Coral Gables, Florida 33146 INTRODUCTION 1111 Brickell Revised is a mixed use development located in m,.. downtown Miami, Dade County. The site, shown in Exhibit 1, is generally bounded by South Bayshore Drive on the east, Brickell Avenue on the west and S.E. 12th Terrace on the south. The approved 1111 Brickell Development consisted of two 24-story �... office towers rising above a seven level parking structure and a 26,000 gross square feet ground floor galleria. The land use intensity for the Revised 1111 Brickell Project is summarized below. 1111 Brickell at Buildout Land Use Intensity Office 710,800 GSF Retail 72,000 GLA Restaurant 20,000 GSF Hotel 256 Rooms Parking 1,125 Spaces Loading Docks 39,000 GSF On July 1, 1989 the South Florida Regional Planning Council reviewed and approved the 1111 Brickell Development of Regional Impact. The City of Miami subsequently adopted a Development Order on October 24, 1985. The project however, did not commence construction according to the original schedule. A report has been submitted to the South Florida Regional Planning Council addressing substantial deviation issues due to the change in project schedule. STUDY PURPOSE The general purpose of this study is to request approval of 1111 Brickell. under the Development Order issued to Increment 1 of the Downtown Miami. Development of Regional Impact (DRI). This traffic impactstudy will determine if excessive localized impacts are present in addition to those identified in the Downtown Miami DRI. i STUDY AREA _ Per mutual agreement with the City of Miami the study area is defined by the Miami River on the north, S.W. 15th Road on the - �-� `' south, Biscayne Bay on the east and S.W. 2nd Avenue on the west. -� This study area is shown on Exhibit 2 along with the critical intersections to be analyzed as defined in the pre- application 4- conference. - EXISTING TRAFFIC CONDITIONS Existing turning movement (TM) counts for the intersections under study were obtained from the Traffic Impact Analysis for the Downtown Miami DRI. However, additional Turning Movements (TM) --` counts were required during both the morning (AM) and afternoon - (pM) peak hours. Critical Movement Analysis (CMA) performed for 1qVo' existing conditions during the afternoon (P.M.) peak hour have been included as Appendix 1A. In addition, morning (A.M.) peak hour analysis was performed on intersections located along one-way streets providing inbound access to the project, and are '•- - 2 - shown in Appendix 1B. A summary of the levels of service and excess capacity has been graphically portrayed in Exhibits 3A and 3B for the A.M. and P.M. peak hours respectively. Eycess capacity', usina the Circular 212 (Critical Tlovement Analysis) Methodology, is expressed in terms of the additional number of critical. movements that can travel through the intersection at Level of Service "E". LOS "E" represents capacity, and therefore, full utilization of the carrying capacity of the intersection. PROGRAMMED AND PLANNED ROADWAY IMPROVEMENTS The 1989 Dade County Transportation Improvements Program (TIP) was reviewed to determine if any roadway within the study area is programmed for improvement within Increment 1 of the Downtown Miami DRI. The only programmed improvements are listed below. Programmed Roadway Improvement Project Limits Type of Work Cost S.W. 2nd Avenue S.W. 8th Street to PE 1987-88 $650,000 Widening and Miami W. Flagler Street River Bridge Crossing Brickell Avenue Bridge over R/W 1988-89 $3,750,000 Miami River Since construction of this improvement is not scheduled in the time frame analyzed in this study, S.W. 2nd Avenue remains a two lane undivided facility for purposes of this study. In addition, planned improvements within the study area include the 1 extension and the City of Miami Brickell Promenade. The Brickell Promenade will promote pedestrian movement from the Metrorail z Station located at the intersection of S.E. 1st Avenue and S.E. loth Street (see Fxhibi-t 4)• FUTURE TRAFFIC CONDITIONS WITHOUT PROJECT In order to assess the impact of the I111 Brickell traffic on the street network, future traffic conditions without project must be determined. For consistency, the analysis was conducted for the end of the Downtown DRI Increment I (Year 1992). All of the developments within Increment 1 of the Downtown DRI (both approved and allowable) were considered committed developments. Allowable development traffic approved in the Brickell Traffic Area 3 of the Downtown DRI, Increment I was deducted from that area. Additional traffic generated by the 1111 Brickell project was accounted for by proportionately reducing traffic in the study area. CMA worksheets for this scenario are provided in Appendices 2A and 2B for the A.M. and P.M. peak hours, respectively. Exhibits 5A and 5B graphically portray the Levels of Service and Excess Capacity of all the critical intersections during the A.M. and p.M. peak hours. PROJECT TRAFFIC A. Trip Generation The Dade County trip generation formulae used in the Downtown Miami DRI was used in order to project traffic ill Brickell, and it is shown as Exhibit generated by the t - 4 - m 6 Furthermore. trip aeneration rates -devp-loved based on parkinq sj_ippj.v c. or the downtown area u7ere ."lso �vviied to i tp spf:lt 7xhibit ieldina imilar this study E ".owntown ­Iiami DRT T B, Traffic_ Assi-anment A similar 71-81,Ffic ,�sqjanment as i1sed in the Down.t-own MiaMi DPT for s-hp Brickpll_ Area 3 was used in this analvsis. TOTAL TRAFFIC 111.1 Bri-(,kell traffic s-7as superimposed on future tra-f-f-ic �7ol13mes. obtain A. total traff-C. C"MA worksheets for the 'ces 3A and 3B for, ,.bp A.M, -:Ind 1"1.*4, -,,,erik -mmmary )If hese conditions is. shown in Exhibits 'IA ,ind ',-B RECOMMENDED ",nAT)WAY _4 7-11P ne'-43,-, ­nIIr f �l()S) Standard for Downtown Miami, :)RT -npl4 cations, -:s LOS Icwever, r j certain -,erc2r.taae -)f orovi-sions rare <:111_1-,() Madr- ow -L -)W 'amelv, :,.c nore --han ZQ ,,-percent of _--he intersections can one ate Below S rnlhe only roadway/intersection improvement recommended as a direct i.P_sult of !:hip s r4vp m np -!op et Ia prove��d 19851 , ;',Tad; ?:.he signal ization of the Br is Avanue/9.1Z, 12th :Street lntercectJ on. C-ar--entiv -there exist a signal at this intersection. The results of this study are consistent with the results in the traffic analysis for the Downtown Miami DRI application, and therefore, indicates that this Project does not have excessive localized impacts. 89--5t - 6 - EXHIBITS EXHIBITS 1111 BRICKELL J/ < m EXHIBIT 1 LOCATION MAP t 4 -D' i / F 0 i Sep 7 ST. t iF i F SW 8 ST, < ui 0 w ui > Ld .- � i • 4 W z vi i SW 10 ST. Qr OJ � i ww I z Y iQ i I m • • CORAL. WAY (SW 13 ST.) N-- STUDY AREA O CRITICAL INTERSECTIONS 1111 BRICKELL. J a �i i N.T.S. ( 1 i � l i � } i W i Q T oi m �+ u1 i z r PR JECT co ITE w EXHIBIT 2 TRAFFIC IMPAc"r AREA ki APR F F �Cf R /wwr l.!+^- .'•.+!- •.,p^'r R^"' �+'-• .T-�¢/ Aa•/r P¢en" M!� /wf!•' /ms' asisr .tww' i e Gi��� Pj`• e S 7' SW 7 ST. • SW B ST. D 213 D 231 w • W 3 • > < w r � � : r 4 e : to W o z "o co u, SW 10 ST. 0 J Q co Q cc J Ci L L Q • m ; PR CORAL WAY (SW 13 ST.) sE �2 r r ERR. q J �d V cc ca .�► r� �� rr arrr r .�► sro iry r�� � LEGEND X LEVEL OF SERVICE 00 RESERVE: CAPACITY N.T.S d �I L r JECT N ITE m EXHIBIT 3A 1,r $ EXCESS CAPACITY . 1 "I I i R6 1£ELL APPROVED I I II B�RICKELL 3 t- m --- — 1 LEGEND, X LEVEL OF SERVICE 00 RESERVE CAPACITY EXHID I"f qE EXCESS CAPACITY 1111 BRICKELL APPROVED. 1111 BRIGKELL TRAFFIC (PM FREAK) 4 F � " • 'W cm 1� I ht41 A FAR, I -� Lj E i rA w R � I1 E � C `E SW 7 ST. N T.S : wr SW S ST. : E o �u t O� R : Li > : j < e : a of a ai a` o C6 t SW 10 ST. i E co ar 0 o� c WJ Ui Y r m � ,—PR ECG' ITE :tee CORAL WAY . t (SW 13 STa 1111 ERICKELL EXHIBIT d BASS TRANSIT X LEVEL OF SERVICE oo RESERVE CAPACITY 1111 BRICKELL EXHIBIT 5A EXCESS CAPACITY WITHOUT NEW 1111 BRICKELL TRAFFIC (AM PEAK) ii LEGEND X LEVEL 017 $EnVICE 00 IlESERVE CAPACITY t. M.T.S. E 181 < C m z W> 3 T EXHIBIT 5B W- I JIL IR, M11 k 31-Jan-89 1111 BRICKELL REVISED EXHIBIT 6 11:40:56 PROJECT TRIP GENERATION DOWNTOWN MIAMI DR] SOCID-ECONOMIC DATA (NEW DEVELOPMENT INCLUDING PREVIOUS INCREMENTS) --------------------------------------------- Scenario: 1------1 1992 = 1 1 1 1 AREAS KEY TABLE PM Approved(? 1 1997 = 2 1 1 1 Omni COD Nest COD East Overt/PW Brickell 1 Alloeable(X; '1 2005 = 3 1 1 1 1 1 3 4 5 1 ------------------------------------------------------------------------------------------------------------------------------------------------------------ 1 GEN. OFFICE --------- 1 GOV. OFFICE ----------- 1 RETAIL ---------------------------- 1 RESIDENTIAL ----------------------- 1 LODGING --------- Parcel Area 1 Floor Office 1 Floor Governat 1 Floor 1 Floor Retail Retail 1DMelling Number Resident Pop. 1 Races Hotel ---------------------------------------------------------------------------------------------------------------------------------------------------------- 1 Area Eoployant 1 Area Employant 1 Area 1 Area EsploymntEmployantl Units Autos Labor F. 1 EmployAnt Units--------------) ---------------------------------------------------------------------------------------------------------------------.---.------------------------------------- Sq.Ft. Jobs Sq.Ft. Jobs Sq.Ft. Sq.Ft. Jobs Jobs D.U. Autos Labor F. Pop. RooAs Jobs Conversion Factor--? 4.44 4.44 2.71 5.00 0.465 0,01 1.327 1.00 ----------------------------------------------------------------------------------------------------------------------------------•--------------------------- Per./KSF Per./KSF Per./KSF Per./KSF Autos/DU Ppr,/OU Per.10d Per./Room OMNI 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 OMN1 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 OMNI3 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 OTPW 1 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 OTPW 2 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 OTPW 3 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CBD 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CBD 2 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CBD 3 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CBD 4 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CBD 5 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CBD 6 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 BRICKELL 1 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 BRICKELL 2 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 BRICKELL 3 5 710800 3156 0 0 92000 0 249 0 0 0 0 0 256 256 BRICKELL 4 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PORT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ------------------------------------------------------------------------------------------------------------------------------------------------------------ OMN1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 a DOWNTOWN 0 0 0 0 0 0 0 0 0 0 0 0 0 0 BRICKELL 710800 3156 0 0 92000 0 249 0 0 0 0 0 256 256 OVERTOWN/PW 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PORT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ------ --------------------------------------------------------------------------------------------------------------------------------------------------- STUDY AREA 710300 3156 0 0 92000 0 249 0 0 0 0 0 256 256 MMMl!(111mII11 l 11 11 1 11 31-Jan-B9 III! BRICKELL REVISED Pg. 2 of 3 11a40:56 PROJECT TRIP GENERATION EXHIBIT 6 (CONT) DDWNTC4XN MIAMI DRI PERSON TRIPS CALCULATION HBd ATTR (NEW DEVELOPMENT INCLUDING PREVIOUS INCREMENTS) (shop) Scenario: 1 {------1 1992 = I Constant Approved( ) 1 1997 = 2 f�+fftffeFi Allnrahle(X) 1 2005 x 3 f1.368201 f -------------------------------------------------------------------------------------r----------------------------------------------------------------------- 1 HOME -BASED PRODUCTIONS ---------------------------------------- 1 HOME -BASED ATTRACTIONS ------------------------------ 1 NON -HOME BASED -- Parcel Area 1 Work Ship 5oc.Rec. School Misc. total 1 Mork Shop Soc.Rec. -------------------------------------------------- School Misc. Total 1 Person Taxi li ----------------------------------------------------------------------------------------------------------- OMNI 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 4 i OMNI2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I OMNI 3 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 'i OTPY 1 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I OTPW 2 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 OTPN 3 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 CBD 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CBD 2 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CBD 3 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CBD 4 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CBD 5 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y CBD 6 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 BRICKELL 1 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 BRICKELL 2 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 BRICKELL 3 5 0 0 241 0 163 403 4235 341 1405 0 5001 10982 1797 114 BRICKELL 4 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PORT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -------------------- 0 0 ---------------------------------------- OMNI - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DOWNTOWN 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t' BRICKELL 0 0 241 0 163 403 4235 341 1405 0 5001 10982 1787 114 I DVERTOWNiPY 0 0 0 0 0 0 0 0 0 0 0 0 0 0 l PORT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r------------------------------------------------------------------------------------------------------------------------------------------------------------- STUDY AREA 0 0 241 0 163 403 4235 341 1405 0 5001 10982 1787 114 i ' ' I' ll llll 11 I11 �IPI!�III�I I�IIIIIIIp1111111�41II�IRIII���p�l�ll��lllll�l�lll�ll�l�II��I�IIIIIlIIlI�II„�I �����S��I����� �� I� 31 at 31-Jan-59 1111 BRICKELL REVISED EXHIBIT 6 (C O N T) MODE SPLIT LOOKUP TABLE Pg. 3 of 3 11:40;57 PROJECT TRIP GENERATION Area name Null Omni CBD West CBD East Overt/PW Brickell DOWNTOWN MIAMI DRI Area 1 0 1 2 3 4 5 AUTO TRIPS CALCULATION 1992 MS 0.00 0.398 0.299 0.469 0.080 0.211 (NEW DEVELOPMENT INCLUDINS PREVIOUS INCREMENTS) 1997 MS 0.00 0.442 0.241 0.400 0.067 0.189 Year; I (------1 1992 = 1 2005 MS 0.00 0.472 0.213 0.360 0.059 0.176 Approved( ) 1 1997 = 2 Alloaableix} 1 2005 = 3 1 DAILY TRIPS-------------------------------------------------- 1 PEAK HOUR AUTO TRIPS ----- ---------------------------------------------------------------------------------------------------------------- Person Made Auto Auto Intraz./ External Two -Way Inbound Outbound Parcel Area Trips Split P.Trips Trips Int.1 Auto T. ---------------------------------------------------------------------------------------------------------------- Conversion Factor ----- > 1.43 01 0.086 0.30 0.70 (Transit) Per./Auto Overall 1a PH/Daily Inbnd 1 Outbnd % ---------------------------------------------------------------------------------------------------------------- OMNI 1 1 0 0.40 0 0 51 0 0 0 0 OMNI 2 1 0 0.40 0 0 51 0 0 0 0 OMNI 3 1 0 0.40 0 0 51 0 0 0 0 OTPW 1 4 0 0.09 0 0 201 0 0 0 0 OTPW 2 4 0 0.08 0 0 20% 0 0 0 0 OTPW 3 4 0 0.09 0 0 201 0 0 0 0 CBD 1 2 0 0.29 0 0 51 0 0 0 0 CBD 2 3 0 0.47 0 0 51 0 0 0 0 CBD 3 3 0 0.47 0 0 51 0 0 0 0 CBD 4 3 0 0.47 0 0 51 0 0 0 0 CBD 5 3 0 0.47 0 0 51 0 0 0 0 CBD 6 2 0 0.29 0 0 51 0 0 0 0 BRICKELL 1 5 0 0.21 0 0 51 0 0 0 0 BRICKELL 2 5 0 0.21 0 0 51 0 0 0 0 BRICKELL 3 5 13981 0.21 10952 7659 51 7276 626 198 438 BRICKELL 4 5 0 0.21 0 0 51 0 0 0 0 PORT 0 0 0.00 0 0 51 0 0 0 0 0 0 0.00 0 0 51 0 0 0 0 0 0 0.00 0 0 51 0 0 0 0 0 0 0.00 0 0 51 0 0 0 0 --------------------------------------------------------------------------------------------------------------- OMNI 0 0 0 0 0 0 0 DOWNTOWN 0 0 0 0 0 0 0 BRICKELL 13881 10952 7659 7276 b2b 188 438 OVERTOWN/PW 0 0 0 0 0 0 0 PORT 0 0 0 0 0 0 0 w--------------------------------------------------------------------------------------------------------------- STUDY AREA 13881 10952 7659 7276 626 ISO 438 +ss�ea1i�,01FIN!I ,• I . 1 10 11 1 1 Hk '1 II III EXHIBIT 7 •: EXTERNAL TRIP GENERATION - BASED ON PARKING Peak Hour External Trips r - AM Peak In 563 22 - Out - ,•-' Total 585 PM Peak 112 In 4 T Out 50 Total 562 NOTE: Generation rates are those used in the original ADA. NOW k OCT88L 'j i I i i i i I i ITE fi 9- CORAL WAY (SW 13 ST.) i sE 12 1 S 1 i 13 l • i se i 14- . i i - tsj 1 i' _ •� ca i .• t A i� AI �� f•� IIV AY' ®Ism' N� - � rII �� �� � •�� �� LEGEND �- A X' LEVEL OF SERVICE OQ RESERVE CAPACITY EX141BIT 8A .,, EXCESS CAPACITY 1 1 11 BRICKELL WITH NEW 11 I BRICKEE. L TRAFFIC (AM PEAK) LEGEND LEVEL OF SERVICE n C�,PACITY I t; e 0 Z co cc vi PR JECT ITE 72 la S-r . PY141PIT BB Ork F1 EXCE'SS CAPACITY 11 I I BR[CKELL WITH NEW I I I I BRICKELLj 4,) TRAFFIC (PIAPEk-,K APPENDIX 1A/1B FUTURE TRAFFIC WITH APPROVED 1111 BRICKELL _ ������ �������� �������y� ��� ' C���T� I C:7 1- ��r,- 11- ��»���_����� - ��FR][������v-�-AT�� ����/ �� 7 lF D 1 11 1 BRICKELL PM F* 1 W/AFF ~~ LEVEL OF 5ERVJCE "I � SATURATION E3 -7 - CRITICAL W/S VOL I������ CRITICAL E/N VOL 1L E3 ~- CRITICAL SUM z5���� ~' ' TRY LANE GEOMETRY EA�TBOUND WESTBOUND , NORTHBOUND SOUTHBOUND MOV WIDTH MOV WIDTH LANE MOV WIDTH MOV WIDTH — � R. 12.0 RT 12 0 1 ^ ^ RT. 12~0 ^^^ ~'^^ 12 0 RT. ~ -- -_ =- 2 T.. 12^0 T 12 0 ... ~,.. '^ ^ T. 12'0 �- 3 T.. 12.0 T.. 12.0 -- 12 4 L.. . 0 L 12.0 ~.~ .... ^~ m- 5 L.. 12.0 .'. .... ... ...~ ~..~ ,,, ,,.. -- fx .. .... ... -- TRAFFIC VOLUMES EASTBOUND WESTBOUND �- NORTHBOUND SOUTHBOUND -~ 0 39 � LEFT 978 ° 0 15�0 257 THRU 1859 0 3q RIGHT 99 339 _~ TRUCKS (%) LOCAL BUSES <#/HR> PEAK HOUR FACTOR � 1 0 .9 NORTHBOUND 0 .9 -� SOUTHBOUND 1 0 ^ q EASTBOUND 0 0 . q WESTBOUND 0 -�' N/S :4. BOTH TURNS PROTECTED (WITH OVERLAP) - _r PHASING E/W :1. NEITHER TURN PROTECTED PEDESTRIAN ACTIVITY : 2. 100 - 599 (#PEDS/HR) CYCLE LENGTH : 100 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT ' ^ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND � z�� -- THRU -RIGHT 810 804 0 Cl 0 ! 0 LEFT 5B2 LEFT TURN CHECK NEW NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 39 INPUT VOLUME 978 ' 0 0 0 0 ?0 - ADJUSTED VOL 11»9 0 0 11B CAPACITY 0 _ N/A [1K OK �ns� MOVEMENT N/A ko T f �� G {,. r'. �: _,} ,r (,. F. If _ ' t F �; F ► @ _ !t' ,.F T F-- F NF f F i !': F= i� l l i i DR I Cl:::ELL — 13 :rL (_,R.( T I I-F=+l.-. �;( ij-j .IL A-. 31 x + LANE 1 2 4 5 6 NORTHBOUND MOV WIDTH RT. 12.0 T. 12.0 T. 12.0 SOUTHBOUND MOV WIDTH T. T. T. TRAFFIC VOLUMES EAcT hOLJND M(=1'J W I D T H T. 1� r L_ T . - i.2 n WESTBOUND MOV WIDTH RL. NORTHBOUND SOUTHBOUND EASTBOUND wLtnrbuuivu `'r '?r 0 52(_r 198 LEFT THRU 1_4C ., 11214 796 c_r 98 Sri RIGHT 4. it 718 TRUCt:S (%) LOCAL BUSES (#/HR) PEAl::9HOUR FACTOR 1 U NORTHBOUND G •95 SOUTHBOUND 1 r •95 EASTBOUND 2 r."r .95 WESTBOUND i PHASING N/S :2. HEAVIEST TURN PROTECTED E/W :5. DIRECTION SEPERATION PEDESTRIAN ACTIVITY ^. 100 —• 599 ''#FEDS, HR) CYCLE LENGTH 115 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUf•JD E:A'ST1?0UND WESTBOUND - THRU —RIGHT 7 tr 1 4? 8 479 ,.r `-r 159 LEFT r a c,r - LEFT TURN CHECF..: NORTHBOUND SOU•THf DUND EASTD{OUND WESTE,'O UND 19r INPUT VOLUME 52 515 1 _'? ADJUSTED VOL �> 15•: cr r.r CAPACITY 343 Cr N/A N/A (li A MOVEMENT OK F=,, CD F--:' .T_ e''" F x { F E = -lf E �: G 4={ I T I c— - F 'f "' " t< 4 F E_-_ t,6__ ' r t I E3, -,, (_ ! � i � -, t,�� � i 4 F i�i',.'EL' 1. 11. 1 BRTC'r•:El._L t F:I T 1 * * a - .:{ .1 a y .a t t.. Y � .a LAI`1[_. EDt"1E I R'Y NORTHBOUND SOU11-4D0LiI'd D LANE MOV WIDTH M(3V W I DT H 1 RT. 1 0 .. T_ `y w L T•. 1^.C� T.. 1�.:� L, 1' i; b... .... ... .... TRAFFIC 'JOLUrlES NORTHBOUND SOUTHBDUND LEFT U 116 THRU 1449 if34 RIGHT 140 EASTBOUND MOV WIDTH F' T . 121 . C.) T. 1'. L.. i .0 1C.Q WESTBOUND 110V WIDTH R., ice• R L . I. . EASTBOUND WESTBOUND 461 51 E3 :Si (.) 477 % `6 r ' TRUCES ( % ) LOCAL BUSES (#k / HR) F'EAF--.. HOUF. i= iaGTO -. 1 0 .95 NORTHBOUND 0 •95 SDUTHBOUND 1 q EASTBOUND 1 `_� c; .95 WESTBOUND 4 PHASING N/S :1. NEITHER TURN PROTECTED E/W :5. DIRECTION SEPERATION PEDESTRIAN ACTIVITY 2. i : )�=i — 59'� { ##F'EDS/HR ) CYCLE LENGTH 115 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHDOUND EASTBOUND THRU—I;I6HT626 `J-'� LEFT- 0 (? '--- LEFT TUTA'N CHECf:: NORTHBOUND SORTHBOUND EASTBOUND [NF'UT VOLUME C) 11c 461 ADJUSTED VOLi> 0 444 CA.PAC I TY N/A t-10VE11Et.aT Of': Of`: WESTBOUND Q 547 WESTBOUND 15i6 5.'1 Q N/A r���������������� Tr7� ������� � V-1� C��I�I���� ��",fT E3 BRICKELL �ATE ,�"*"~*�,� LEVEL OF �ERVI[E SATURATION 99 CRITIC(-11- Nl/S ;OL _7�77:5 CRITICAL E�W CRITICAL SUM 1L-7��1L *,"**°**~********** LANE GEOMETRY EABTBOUND WESTBOUND NORTHBOUND SOUTHBOUND ~^~'.� MOV WIDTH LANE MOV WIDTH MOV WIDTH nu, RT. 12.0 T 12 0 ^`. ^'^^ ^ .. .~~. 1 ^~ ^ ^^^^ T,, 12.o 2 LT. 12.0 ^~~ ^`^^ ~^^ .~.. 12 0 T.. ~ ... 3 ^^^ ~^^^ ~^^ ^^^' .... ... ...~ ... 4 ^^~ ^^^^ ^~^ ^^^^ .... ... .... ... 5 ^^^ ^^~^ ^^^ ^~^^ ^^^~ ... .... f, ^^^ ^^^^ ^^^ TRAFFIC VOLUMES EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND 0 0 679 » 0 LEFT 0 1675 657 0 THRU 0 453 RIGHT 0 PEAK HOUR FACTOR LOCAL BUSES (#/HR) TRUCKS (%� 0 ^ � NORTHBOUND 5 0 ^ 9 SOUTHBOUND 5 0 ,q EASTBOUND 5 0 ,� WESTBOUND 5 N/S :5^ DIRECTION SEPERATION PHASING E/W :5' DIRECTION SEPERATIONDS/HR) (#rE PEDESTRIAN ACTIVITY : 2. 100 - 599 SECONDS CYCLE LENGTH : 100 CRITICAL LANE VOLUMES BY MOVEMENT EASTBOUND UND WESTBO936 NORTHBOUND SOUTHBOUND - THRU -RIGHT 795 0 0 0 0 LEFT 0 LEFT TURN CHECK EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND - INPUT VOLUME 679 0 0 0 0 118 ADJUSTED VOL 787 0 0 48B N/A N/A CAPACITY N/A MOVEMENT N/A ����r T � A t� �' Q T A T I CO ht F`4 i =- 'S� r=- e 1--�: C E--E C. I= @� •R T � 1� CF: I T I CAt_ C�f�E�I►.. S t" 1 I A t 1 I DATE P,M F1: F11 ] l•1/r FF'F:LIVED ] 111 E+F:ICk::ELL aFiFiF i#!' 3xae.wX*y.*4.44X_w_0xx.%,*%,, 4axYY�c LEVEL OF SFF.0 I CE D SATUF,AT 10H .88 CRITICAL W/5- VOL. CRITICAL E/W VOL CRITICAL SLIM E3-7 •lfiFiF�i4iF��'�x.1t.� a(-iEatYiF� �'�x �'�!-xi4�'#iFi4 �4iF�!-i�iE'iFaFiF LANE GEOMETRY NORTHBOUND SOUTHBOUND LANE MOV WIDTH MOV WIDTH 1 RT. 12.0 ... .... 2 T.. 12.0 ... .... Z, T.. 12.0 ... .... 4 ... ... .... 6 ... ... .... TRAFFIC VOLUMES ND EASTBOUND WESTBOUND MOV WIDTH MOV WIDTH T.. 12.0 .... 1').0 T.. .... LT. 12.0 ... .... EASTBOUND WESTBOUND NORTHBOUND SOUTHBOU 0 02601 289 C� C� LEFT THRU B22 0 0 ca RIGHT 47 TRUCKS LOCAL BUSES (#/HR) PEAK HOUR FACTOR NORTHBOUND 5 0 0 • .9 SOUTHBOUND 0 .9 EASTBOUND 5 5 0 .9 WESTBOUND 5 PHASING N/S :5. DIRECTION DIRECTION SEPERATION SEPERATION E/W :5• too - 599 (#PEDS/HR) PEDESTRIAN ACTIVITY � 1 � �� � SECONDS CYCLE LENGTH CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND0 EASTBOUND WESTBOUND 0 THRU -RIGHT ��74 121 i � LEFT LEFT TURN CHECK SOUTHBOUND EASTBOUND WESTBOUND NORTHBOUND 289 C) INPUT VOLUME 0 0 ADJUSTED VOL �� 0 0 0 CAPACITY 0 N/A N/A N/A MOVEMENT N/A TRAtN1SF`iQF=CTf!2�T I (31_4 FCC= F=- f!:�4F::;: VA CFt C FR I T I C:� fcN L t'-1(�3 " ' f: ES t" f _i IC4 r_1 T. K_4 FEE: E-3 8 -T Di ii E Ft"' rj FH I W/ AFFROVED Jill BR' I Ck:.ELL yx*K*}�xx Y*.uxxx.acxx*a:..a.x"a.gar.* m-xxKacx LEVEL OF SEF:VICE B SATUPAT I ON .61 CRITICAL HF'S k:'OL �15- CRITICAL E' IW VOL_ CRITICAL. SUM i {_*4�:?C LANE GEOMETRY NORTHBOUND SOUTHBOUND LANE MOV WIDTH MOV WIDTH 1 RT. 12.0 ... .... 2 T.. 12.0 ... .... 3 T.. 12.0 ... .... 4 ... .... .... S... ... .... b... ... .... TRAFFIC VOLUMES EASTBOUND WESTBOUND MOV WIDTH MOV WIDTH T.. 12.0 ... ... T.. 12.i� .... LT. 12.0 ... .... NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LEFT 0 0 1b0 1191 0 0 THRU 1187 0 0 0 RIGHT 67 0 TRUCKS (%) LOCAL BUSES (#/HR) PEAK HOUR FACTOR NORTHBOUND 5 5 0 .q SOUTHBOUND 5 0 .9 EASTBOUND 5 0 .9 WESTBOUND 5 PHASING N/S :5. DIRECTION SEPERATION E/W :5. DIRECTION SEPERATION PEDESTRIAN ACTIVITY 2. 100 - 599 (#PEDS/HR) CYCLE LENGTH 100 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND THRU -RIGHT 548 0 550 i LEFT 00 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND INPUT VOLUME 0 0 0 123 C) ADJUSTED VOL 0 0 0 0 CAPACITY 0 N/A N/A N/A MOVEMENT N/A w4, TR'AhJ�F'(DFz-ri(:�kT I C3[NJ F�I=-c_,-EF24FRC�F-1 C,r=-- TAR GF! I -T- _T_ C;#!nkL V,l '...FE:-:-F`1FEE rt_I_ v�F•)F 4__`r' I nt-,: I Ci! -:ELL AVL ter' F- I w3'T rf�f� Lam. DATE FM F'F RH ] 1111 BRICt:ELL LEVEL OF 5F_R'•;' I CE k - SAT UROTIOH _t_ C-> I CR' I T I CAL N S ',10L 1 1 CRITICAL :E N '•_'DL 4 1 CRITICAL 51-IM 1-,f�4� 1E1F?4�4x*K-n.xx4c.►c.**x-VYx-Wx-X-X+cxxx4.Kx#��•fFaFiF LANE GEOMETRY NORTHBOUND SOUTHBOLIND EASTBOUND WESTBOUND LANE MOV WIDTH MOV WIDTH MOV WIDTH MOV WIDTH 1 RT. 12. c_► R.. 1'2. 0 R.. 12. �► R.. 12. 2 T.. 12.0 T.. 12.0 LT. 12.0 T.. 12.E 3L.. 12.0 T.. 12.0 L.. 12.0 L.. iC. _► 4 ... .... L.. 12.C.► ... .... ... .... 5 ... .... ... .... ... .... ... .... 6 ... .... ... .... ... .... ... .... TRAFFIC VOLUMES NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LEFT 144 8 273 20S THRU 1061 1700 147 270 RIGHT 29 655 210 102 TRUCKS (%) LOCAL BUSES (#/HR) PEAk; HOUR FACTOR NORTHBOUND O 0 •9 SOUTHBOUND, 1 0 •9 EASTBOUND 4 0 •9 WESTBOUND 2 •9 PHASING N/S :3. BOTH TURNS PROTECTED (NO OVERLAP) E/W :5. DIRECTION SEPERATION PEDESTRIAN ACTIVITY 2. 100 - 599 (#PEDS/HR) CYCLE LENGTH 100 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTIABOUND EASTBOUND WESTBOUND THRU -RIGHT 6,,=..8 1001 235 7.06 LEFT 125 i ► 0 204 LEFT TURN CHECK: NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND INPUT VOLUME 144 8 273 20B ADJUSTED VOL 125 0 287 204 CAPACITY 0 0 0 0 MOVEMENT N/A N/A N/A N/A 8 9-15Ht -r FR omw M E3 P'C3 FR -r ont -V I (D t- I Fl:;z I=— UE f 4 r_- FR I -T I m C3 1-1 LE V I J- N V. I I Y t, C-- DATE t 1 F- Ai. 4(W W 4 ac M 49 41 f. Y M tt LEVEL CJ: '7. F F- CS CF. I T I ('t I CP I T T ELL- E- iA C�P T I C4:-i- 1- 1 eea 10 41 4 x. Y:cs i At 49 'A 4 IL LW E F T,-, NORTHBOUND SOUTHPIOi EASTBOUND WESTBOUND LANE MOV WIDTH MOV WID WIDTH 110V WIDTH 1 RT. 121.0 RT. rd RTL 12.0 RTL 12 2 LT. 12.0 LT. 4 5 ... .... ... MEN&- 6 ... .... 2101W TRAFFIC YOLUMES NORTHBOUND SCUTHROUND EASTPOUND WEST BQUWL, LEFT 51 14 23 2�)6 THRU 770 lEi74 72 2--- 2 RI G H 7 98 5ti 171 -RI UCYS f%) L::,C;.-L BUSE= FIEW �?43R 7 V. 0 5 5 15 19 W E S 7;-:i 5 J!Z t 7 7* �F���PA �����.���� �`4 I-_ F=;: _T_ I c___, r I8jj3 !E3 I -A C3K�E� w'4FRO\'ED �111 BRICKELL ***�*W*11",41^^�°�"+^�°�^~�^������** LEVEL � SATt F�Tlg|! ['N , ! LANE GEOME7�Y �-- NORTHBOUND SOUTHBOUND EASTBOUND --� WESTBOUND � LANE MOV WIDTH MOV WIDTMOV WI�TH H MOV WIDTH � ^ 1 R 12 0 RTL 12.0 RT. 12.0 RT. 12.0 _- - ^^ ^ 2 T 12 0 T 12 0 ~.. ~..' '^ ' T.. 12.0 ^^ 3 L.. 12.0 12 0 .~. '... L .' ' L.. 12'o .''' 4 ~^^ '^^^ .. .''. ^^^ ^^^` ' ... ow- 5 ^^^ ~^^~ ^ ^^^ ^^^^ -. .... ... .''' 6 ^^^ ^^^^ ^^~ ^^^^ .'. .... ... .''' TRAFFIC VOLUMES NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUNDmi LEFT 565 3 76 351 41 672 THRU 6 44 4 RIGHT 25 296 148 TRUCKS (%) LOCAL BUSES (#/HR) PEAK HOUR FACTOR 0 .9 NORTHBOUND 5 - SOUTHBOUND 5 0 .9 EASTBOUND 5 0 .9 WESTBOUND 5 0 .9 - PHASING N/S :2' HEAVIEST TURN PROTECTED E/W :3. BOTH TURNS PROTECTED (NO OVERLAP) PEDESTRIAN ACTIVITY : 2. 100 - 599 (#PEDS/HR) CYCLE LENGTH : 100 SECONDS � � CRITICAL LANE VOLUMES BY MOVEMENT _ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND THRU -RIGHT 7 482 322 414 6 LEFT 648 0 48 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND INPUT VOLUME 565 3 76 41 6 ADJUSTED VOL 648 0 48 CAPACITY 0 1123 0 N/A 0 N/A MOVEMENT N/A OK 8��-5 i Y, __ APPENDIX JAJID FUTURE TRAFFIC WITJIOUT 11.11 BRICKELL r T'f=zonk JSP'CFRTFNT I "rq FRESEAFR CENTER C R I T I C A L t" t CI' ,,P I—= M F=- T of t~! L_ Y' S 1 S= ER F: I C t-==_ !_ L_ L_ f-�4 W F_= ' ^ s T DATE FM F'I<: FH 1 l-!/D 1111 PR'ICk::ELL iF iL iF ►{ dF i� x x ac �c M- ai x x_ x -- aW x x x k- 4- -4, V -X LEVEL OF SERVICE SAT URAT10N E3 CRITICAL 1,1/5 'JOL I : -I- CRITICAL E/W VOL 1 1, 8 CRITICAL :=UM I Zt63, } iF iF �F iF if +4 * * ac x u # -W. x a 4 -W 4c x x .p .x. x- X, u- -W N 4 LANE GEDME Tr;Y NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LANE MOV WIDTH MOV WIDTH MOV WIDTH MOV WIDTH 1 RT. 12.0 RT. 12.0 ... .... R.. i?.C) 2 T.. 12.0 T.. 12.0 ... ,... RT. 12.�:► 3 T.. 12.0 7.. 12.0 ... .... T.. 1 .0 4 L.. 12.0 L.. 12.0 ... .... ... .... 5 L.. 12.0 ... .... ... .... ... .... 6 ... .... ... .... ... .... ... .... TRAFFIC VOLUMES NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LEFT 920 0 0 ?9 THRU 1787 155C.► 0 257 RIGHT 99 9 0 TRUCKS (%) LOCAL BUSES (#/HR) PEAK HOUR FACTOR NORTHBOUND 1 0 .9 SOUTHBOUND 1 0 .9 EASTBOUND O C► .9 WESTBOUND 0 C► .9 PHASING N/S :4. BOTH TURNS PROTECTED (WITH OVERLAP) E/W :1. NEITHER TURN PROTECTED PEDESTRIAN ACTIVITY 2. 100 - 599 (#PEDS/HR) CYCLE LENGTH 100 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND THRU -RIGHT 781 796 0 118 LEFT 546 0 C ► C► LEFT TURN CHECN:: NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND IIJF'UT VOLUME 920 C> tj ,9 ADJUSTED VOL 1041 O C► 20 CAPACITY 0 0 0 118 MOVEMENT N/A N/A OK Ok:: 89_5Nr-, .21 �rF­;� PA E3 P" (3 F:k _T -1- 1 C3 ���F7-- !--4 c F=__ r, I IF r=- F__< I _T_I lL- E3 F_::� F:;� T K�1--:: V=_K_K_ 3-� 1 W10 1111 BlICKELL : LEVEL OF EEF;I[E vy �- x CRIll[L CRITlCAL [-7�1__3 � CRlTI[OL SUM 114-1 0;l � LANE BEO|1ETR; � NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND . LANE MOV WIDTH MOV WIDTH NOV WIDTH MOV WIDTH 1 RT. 12.0 T'. 12.0 R.' 12.0 R.' 12.0 2 T.. 12.0 T'. 12.0 T.. 12.0 RL. 12,0 3 T.. 12.0 T.' 12.0 LT. 12.0 L. 12'0 4 ... .... L.. 12.0 L.. 12.0 ... .'.. 5 � ... .... L.' 12,0 ~'. .... ... '..' 6 ^^^ ^`^^ ^^^ ^'^' ^^` ^^^^ ^^^ ^^^' TRAFFIC VOLUMES NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LEFT 0 200 520 198 THRU 1342 1124 796 0 RIGHT 402 0 718 39B TRUCKS (%) LOCAL BUSES (#/HR) PEAK HOUR FACTOR NORTHBOUND 1 0 .95 SOUTHBOUND 1 0 95 . H� EASTBOUND 2 O .95 m� WESTBOUND 2 0 .95 N� 8L PHASING N/S :2. HEAVIEST TURN PROTECTED - ' E/W :5. DIRECTION SEPERATION PEDESTRIAN ACTIVITY : 2. 100 - 599 (#PEDS/HR) CYCLE LENGTH : 115 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND THRU -RIGHT 701 438 479 0 159 � LEFT 0 80 0 I LEFT TURN CHECK SOUTHBOUND EASTBOUND INPUT VOLUME 0 200 520 ADJUSTED VOL 0 153 515 CAPACITY 343 0 0 ` MOVEMENT OK N/A N/A WESTBOUND 198 152 0 N/A U-_ F-C I _F J r', !-- ! rtt—E�. *F-_a 1:F !...R-I ex!,jK:�+I_._.uf� J. '!E3 BR I CKELL. C R I -i i L r', L ( 1. art. !E3 NORTHBOUND LANE MOV WIDTH 1 RT. 12.0 0 T. 12. c - T. 12.0 4 ... .... 5 .... 6 ... .... NORTHBOUND LEFT 0 THRU 1441 RIGHT 140 TRUCKS (%) LANE GEi:NE7R'f SORTHBOUND MOV W I DTH T.. 12.0 T.. 12.0 T.. 12.0 L.. 12.0 L.. 12.0 TRAFFIC VOLUMES SOUTHBOUND 101 1074 0 EASTBOUND MOV WIDTH RT. 12.0 T.. 12.':) L.. 1.0 L.. 12.0 EASTBOUND 461 =59 472 LOCAL BUSES (#/HR) -t WESTBOUND MOV WIDTH R.. 1i. F;: L . 1 - WESTBOUNE, 516 ii 676 PEAK HOUR FAIT: T CIF,; .95 .95 .95 .95 NORTHBOUND 1 SOUTHBOUND 1 EASTBOUND 1 0 WESTBOUND 4 0 PHASING N/S :1. NEITHER TURN PROTECTED E/W :5. DIRECTION SEPERATION PEDESTRIAN ACTIVITY 2. 1.00 - 559 i#PEDS/HR) CYCLE LENGTH 115 SECONDS CRITICAL LANE VOLUMES DY MOVEMENT NORTHBOUND SOUTHDOUND EASTBOUND R 7 c� 513 THRU -RIGHT 623 LEFT i r (:i -- - LEFT TURN CHECF:: NORTHBOUND SOUTHBOUND EASTBOUND INPUT ',VOLUME t t 101 461 A 44 ADJUSTED VIOL 0 CAPACITY 88 U OK N/A MOVEMENT Of:: WESTBOUND 0 547 WESTBOUND 516 521 r� N/A s9--5 i*1 �F=< in% t'll E3 " F-< -T I C-1 r,,J VA U-7 '­=7 I= F;Z F<- I I C:� fC4 L_��Z� �W/��11�RICKELL FH 1 u �� �A7E P� P| LEVEL OF SA7UF'ATTOH CPITICAL t,]/5 CRITIC -AL E.'N VOL CRITICf'4L LANE GEOMETRY EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND MOV WIDTH MOV WIDTH LANE MOV WIDTH MOV WIDTH RT. 12'0 1 T.. 12.0 ^^^ ^~`^ ^~" ^^^^ T,, 12.0 2 LT. 12.0 ^^^ ^^^^ ^^^ ... ''' T.. 12'0 3 ^^^^ ^^~ ~.. .... .~. 4 ^^^ ^^^^ ~.. .... .~. 5 ^^^ ^^^^ ... .... ,,, 6 ^^^ ^^~~ ^^^ ^^^~ TRAFFIC VOLUMES EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND LEFT 655 0 0 0 0 0 1659 THRU 621 0 0 41� RIGHT O TRUCKS <%� LOCAL BUSES (#/HR) PEAK HOUR FACTOR '�'--- 0 ^ 9 NORTHBOUND 5 0 .9 SOUTHBOUND 5 0 .9 EASTBOUND o U .9 WESTBOUND 5 PHASING N/S :5. DIRECTION SEPERATION SEPERATION E/W ^ ^ ^5 DIRECTION 100 - 599 (#PEDS/HR) PEDESTRIAN ACTIVITY : 2. CYCLE LENGTH : 100 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT SOUTHBOUND EASTBOUND WESTBOUND NORTHBOUND - 0 �^" THRU -RIGHT 759 0 0 0 0 LEFT 0 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND INPUT VOLUME 655 0 " 0 0 0 ADJUSTED VOL 758 0 O 118 CAPACITY 488 N/A N/A N/A MOVEMENT N/A �����r>JI— � r � ����������C)���� ����� ����� F - ���� ��� � � � ��� � ��� ��ICKBl N' �r��"`-`� ' '' ' O �z l ATE �M Pi PH 1 ' LEVEL OF �N ' SAT URAT7ON CRITIC L M/S VOL �r�� � CRITICAL E/W VOL 00 CRITICAL SUM 7� *****************,***w***�**��***** \ � LANE GEOMETRY EASTBOUND WESTBOUND ' � � NORTHBOUND SOUTHBOUND MOV WIDTH MOy WIDTH LANE MOV WIDTH MOV WIDTH < T.. 12.0 ..~ .... 1 RT. 12^0 ^^^ ^'^^ T,, 12.0 2 ~^ 12^ 0 T ^^^ ^^^^ LT. 12^0 ^^ 3 T.. 4 .... 5 ... ^^^^ ... .... 6 ~^^ ^^^^ ^^^ 00 TRAFFIC VOLUMES EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND N0 0 289 0 ,- LEFT 0 0 2446 0 0 THRU B19 0 Q RIGHT 47 LOCAL BUSES (#/HR) PEAK HOUR FACTOR »� TRUCKS (%) 0 ^ q NORTHBOUND o 0 ,q SOUTHBOUND 5 0 ,q N� EASTBOUND 5 0 ,9 WESTBOUND 5 N/S :5^ DIRECTION SEPERATlON " pHASING E/W :5^ DIRECTION SEPERATION 100 - 599 (#PEDS/HR) PEDESTRIAN ACTIVITY : 2. ^ 100 SECONDS NN CYCLE LENGTH . CRITICAL LANE VOLUMES BY MOVEMENT SOUTHBOUND EASTBOUND WESTBOUND ' NORTHBOUND 0 ^^,' THRU -RIGHT 373 0 0 0 LEFT 0 LEFT TURN CHECK SOUTHBOUND EASTBOUND WESTBOUND NORTHBOUND 2Bq 0 V� INPUT VOLUME 0 0 309 v 0 U� ADJUSTED VOL 0 CAPACITY 142 - �� 0 v N/A N/A 0 N/A MOVEMENT N/A w- ' -- _ � ._ ������j��������������� ������������ ���� �������8� �������� MR DATE pM F1 PH 1 t�jj'O 1111 BRICKELL �m *4*4d°-N .u*� LEVEL OF 5EPVICE �g — S07UPATl0N .59 — CR]TICAL N/5 �OL �� 1L-� CRlTICAL E,W VOL ��-0�3 � x —-' CRITICAL SUM **�X, ****�**** � V� L LANE GEOMETRY ^ — NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LANE MOV WIDTH MOV WIDTH MOV WIDTH MOV WIDTH — ^ 1 RT.1 .0 ... .~~. T.. 12.0 ... .... ` ^^ 2 T 12.0 T 12 0 ... ...^ ^^ ^ ... ...^ � ' 3 T.. 12.0 ... .... LT. 12.0 ~~. .... -- 4 ^^^ ^^^' ^^^ ^^^^ ^^^ ...- ... ~.~. 5 ^~^ ^^^^ ^^~ ^^^^ ^^^ ^^^^ ^^^ ~^^^ 6 ... .... ... .... ... .... ... ~... � ^ ��— TRAFFIC VOLUMES NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND � � —=— LEFT 0 0 160 0 0 — THRU 1127 0 1165 RIGHT 67 0 0 0 _ --' TRUCKS (%) LOCAL BUSES (#/HR) PEAK HOUR FACTOR � NORTHBOUND 5 {, .9 � SOUTHBOUND 5 0 .9 --- EASTBOUND 5 0 .9 � WESTBOUND 5 0 .9 ��— PHASING NyS :5. DIRECTION SEPERATION E/W :5. DIRECTION SEPERATION � -v� PEDESTRIAN ACTIVITY : 2. 100 — 599 (#PEDS/HR) � CYCLE LENGTH : 100 SECONDS —~ CRITICAL LANE VOLUMES BY MOVEMENT � NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND THRU —RIGHT 514 0 548 0 0 LEFT 0 0 0 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND INPUT VOLUME 0 0 160 0 ~—� ADJUSTED VOL 0 0 151 0 0 257 � CAPACITY 0 649 N/A N/A � MOVEMENT N/A N/A | — _ TRAt�D F='QF-ITOn, T I C) F-�Et=,Ef­�tkE--:F-E--4 cl E6�FTEI � CFes: I T I iCec�E_ 1-1C) i"1Er,,! INJI__ T ,' t=;F=TEr Fes: Cl:: ELL DATE Ptl *****Xx_w-*4,*4,ww LEVEL CF :EF;:V I CE SAT UROT I ON CRITICAL h.1 i VOL �' 1 CRITIC:.AL E./l>1 CRITICAL SUM I ` — iF iF ii iF 3L******•V-****41-x LANE GEOMETRY SOUTHBOUND WESTBOUND NORTHBOUND MOVTWOUND IDTH MOV WIDTH LANE MOV WIDTH 1 RT. 12.0 R.. 12.0 F:. 12.0 LT. 12.Cr R.. 12.!> T. 12.i, 2 . 12.ir `- T. T. 12.Cr 12.L.. 12.ir L.. 12•�-r L.. 12.0 .. .... 4 ... .... L.. l2.0 Cr ... L. ... ... .... 5 ... .... ... ...- .... .... ... .... 6 ... .... ... .... ... TRAFFIC VOLUMES EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND 8 259 19 i r LEFT 144 1692 17 156 THRU 1061 64�, 210 r 102, RIGHT L2 TRUCKS t%) LOCAL BUSES (#/HR) PEAk'-HOUR FACTOR 0 0 NORTHBOUND 0 .9 SOUTHBOUND 1 0 .9 EASTBOUND 4 0 .9 WESTBOUND 2 N/S :3. BOTH TURNS PROTECTED (NO OVERLAP) PHASING E/W :5. DIRECTION SEPERATION PEDESTRIAN ACTIVITY : 2. loo - 599 (#PEDS/HR) CYCLE LENGTH 100 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUNDSOUTHBOUND EASTBOUND WESTBOUN6D THRU -RIGHT 633 99b i r 18' LEFT 125 Cr LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 190 INPUT VOLUME 144 8 259 0 270 18 ADJUSTED VOL 125 0 CAPACITY 0 N/A N/A N/A MOVEMENT N/A s!)- JH17 T ra ry �=- P o F7,: j' A -T I " r 1 r F-;: E F e-� Fz E_ E--I (::: r= r-'I _r r= FR C FR I -r I C ffN E- r`- E t1 1= � r,.r �- r r__ �' !F3 I !E3 ID DATE F11 F! F11 1 L-~RICk:ELL ��iF.tixxc��.xac.K.�xx x.x.y;c.xx.x �a-xx.xx� �c Yxx xy. LEVEL OF EEr,'vlICE T:7v SAT UF:r')lIOr! F-4:3 CRITICAL. N/S 'JCL_ 1. t i -4 CRITICAL E /lei CR I T I CAL. Still LANE 1 2 3 4 5 6 NORTHBOUND MOV WIDTH RT. 12.0 LT. 12.0 LANE GEOMETF;Y SOUTHBOUND MOV WIDTH RT. 12.0 LT. 12.0 TRAFFIC VOLUMES EASTBOUND MOV WIDTH RTL 12.0 WESTBOUND MOV WIDTH RTL 1 1 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LEFT 51 14 `8 32 188 22i i THRU 754 1859 1 131 1() RIGHT TRUCKS (%) LOCAL BUSES (# /HR) F'EAk:: HOUR FACTOR NORTHBOUND 5 0 0 • . 9 SOUTHBOUND J 0 0 EASTBOUND 5 .9 WESTBOUND 5 PHASING N/S :1. NEITHER TURN PROTECTED E/W :1. NEITHER TURN PROTECTED PEDESTRIAN ACTIVITY 2. 1oO - 599 (#F'EDS/HR) CYCLE LENGTH 100 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 405 THRU -RIGHT 532 1 174 2� B �l 0 LEFT 0 0 INPUT VOLUME ADJUSTED VOL CAPACITY MOVEMENT LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND 51 14 w 0 c) (1 0 642 0 OK OK OK WESTBOUND 18B 135 177 DF: �������������F����� � ��� p����E ���F� ��������� � �(���� ������A� E3 I -AK --I F_<K:H� p::�!/R� DR, ICKELL D4TE FM F LEVEL OF F=-- 5ATUFATTOH I-D-=9 CRI7I[AL H/S VOL 3������ CR]TICAL E/N VOL -4��=E' CRITI[AL SUM LANE GEOMETRY EAST8OUND WESTBOUND NORTHBOUND SOUTHBOUND MOV WIDTH MOV W/u`� LANE MOV WIDTH MOV WIDTH ^^ ^ � R 12 0 RTL 12.0 RT. 12.0 12.0 RT. 12.0 T. 2 T.. 12^0 T.. ^^~ ^^^~ L.. 12 0 ^ L^^ 12.0 3L.. 12.0 ... .... ,,,, ... 4 ^^^ ^^^^ ..~ .... ..~ .... .^^ ^^'^ 5 ... .... ... .... ... .... ... .... 6 ^^^ ^~^~ ^^^ ^^^^ TRAFFIC VOLUMES EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND 76 4 1 LEFT 465 3 44 351 672 THRU 6 2q6 112 4 17, RIGHT_ � TRUCKS (%) LOCAL BUSES (#/HR) PEAK HOUR FACTOR -- NORTHBOUND 5 0 0 9 ' ^ q SOUTHBOUND 5 0 .9 EASTBOUND 5 0 ,q WESTBOUND 5 PHASING N/S :2. HEAVIEST TURN PROTECTED (NO PROTECTED OVERLAP') E/W :3. BOTH TURNS PEDESTRIAN ACTIVITY : 2. 100 - 599 (#PEDS/HR) CYCLE LENGTH : 100 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 414 THRU -RIGHT 7 482 296 0 48 6 LEFT 525 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 4^ 76 INpUT VOLUME 465 3 0 ` .8 6 ADJUSTED VOL 525 1000 O 0 CApACITY 0 OK N/A N/A MOVEMENT N/A ����� . �~' �~"/-� �. APPENDIX 3A/3B FUTURE TRAFFIC WITH NEW 1111 BRICKELL 164 �F;Z E3 F' " F::Z _T (-_4 _T I " " F­< F—= �� F�� fe� F-;: (_� " f__ F_:_ PA -7- EE r--< ����!!k L_ 1-1 " `/��1 EF_ 11-i _T_ L_,y,��� 1�3 FR I C� I---- K_K_ ��k_.� F___/' -T 1111 BRICKELL P��TE prI P!' LEVEL OF SEpvJ[E K} SATURA7J0N :F3 iE3 CRITICAL |�/S �OL 1L����1L CRITICAL E�W VOL 1 I-ED CRITICAL S,UM 175 1 c? ************w_u *+**�**�.W****��** LANE GEOMETRY EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND MOV WIDTH MOV WIDTH LANE MOV WIDTH MOV WIDTH R.' 12'0 1 RT, 12.0 RT. 12'0 ''^ ^~^` RT. 12.0 2 T.. 12.0 T^~ 12-0 ^^^ ~^^^ T,_ 12_C1 3 T.. 12.0 T-. 12.0 ... .... __^_ 4 L.. 12.0 L.. 12'V ,,, 5 L.. 12.0 ... '... ... ...~ .... ,,, ,__, 6 ~^^ ^^^~ ^.. .''. ... TRAFFIC VOLUMES EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND 0 0 39 LEFT 1000 U 257 THRU 1958 1575 � 39 RIGHT 0 339 TRUCKS LOCAL BUSES (#/HR) PEAK HOUR FACTOR 1 0 .9 NORTHBOUND 00 q ^ SOUTHBOUND ^9 EASTBOUND 0 q WESTBOUND 0 0 ^ N/S :4. BOTH TURNS PROTECTED (WITH OVERLAP) PHASING E/W :1. NEITHER TURN PROTECTED PEDESTRIAN ACTIVITY : 2. 100 — 599 (#PEDS/HR) CYCLE LENGTH : 100 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND THRU —RIGHT 805 806 v -__ LEFT 595 0 " LEFT TURN CHEC� NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND INPUT VOLUME 1000 0 0 0 39 20 ADJUSTED VOL 1135 0 0 v � 118 CAPACITY 0 N/A OK OK MOVEMENT N/A ��������� ��~v "a.,. ������rl�F�tD FR�54 � I���� ��������ft� 1 CE3 C I FF- < I - F 1 f--, `4 1 - _ r W'|vEW 1111 BRICKELL LEVEL Or nLPVl[E CFl / l[ CFIT I[�|' LANE 6EUMETRY EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND MOV WIDTH nuv ��u." LANE MOV WIDTH MOV NI1TH ^ 1 RT 12.0 T.. 12.0 R.. 12.0 12.0 R.. 12'� x�. ^�.- 2 T.. 12^0 T 12 0 T.. ^^ ' LT 12.0 L,. 12''� 3 T.. 12.0 T~^ 12~0 ^ 12^0 L.. ' ... 4 ^^~ '^^^ L 12'0 ~' 5 ^~' ^^^^ 1 ~.. '... . L 2'0 ' _,, ,,,, ^^^ ^''' 6 TRAFFIC VOLUMES EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND 0 271 520 198 0 LEFT THRU 1346 941 1174 731 410 RIGHT 402 0 TRUCKS (%) LOCAL BUSES (#/HR) PEAK HOUR FACTOR \ 1 0 ^95 '- NORTHBOUND 0 .95 \ SOUTHBOUND 1 0 ^95q5 EASTBOUND 2 0 ^ � WESTBOUND 2 ` � PHASING N/S :2. HEAVIEST TURN PROTECTED E/W :5. DIRECTION SEPERATION � PEDESTRIAN ACTIVITY : 2. 100 - 599 (#PEDS/HR) CYCLE LENGTH : 115 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0 T-RIGHT 702 HRU \ '- 457 533 121 0 159 \ 0 | LEFT LEFT TURN CHECK � ' SOUTHBOUND EASTBOUND WESTBOUND NORTHBOUND 520 1q8 INPUT VOLUME 0 271 232 515 152 ADJUSTED VOL 0 0 0 ( ' CAPACITY 366 0 N/A N/A N/A MOVEMENT OK rt F' ON PA E3 F=" C—J R-ti -T- t�:'4 __T_ 1 1-3 a"•-F F 12 13 E - 91 F? CC F A Pli —T. >E` F:Z C� 1--R I `F .i_ C f--% L_ F"I 13 "..: " f _ V1 F=. F .1 F r� R @ t � L� __. `�'" :I_�'a DOTE F 1ki F{ 1 W r IEW ! I 1 1 FR I CKELL Y# Y- Y. .Y .1i # J� .L:..Ii. JS-::.# X- _K. Ji .X .:. .. _.:.;( .k. .4� a:.w ..i. # -•L..K Y. k: # # i LEVEL OF 7UPliCE- 17 a' _r r g. CR' I T I C+=;E_ SL !'1 5. _► �:"r LANE_ GEDNEi kr NORTHBOUND SOUTHEOUND LANE MOV WIDTH Mov) W I i:•-( H 1 RT. 12.0 T.. 12.0 2 T.. 16.0 T.. 12.0 T.. 12.0 T. 12 4 ... .... L.. 12.0 5 ... .... L.. 12.0 6 .... ... .... TRAFFIC VOLUMES NORTHBOUND SOUTHBOUND LEFT ii 122 THRU 1442 1.794 RIGHT 140 EASTBOUND MOV W I DTH RT. 12.0 T.. 12.0 12.0 L.. 12.Q WESTBOUND MOV WIDTH R.. 12. RL. 12. r 12 EASTBOUND WESTBOUND 461 E17 88 0 469 206 TRUCKS (%) LOCAL BUSES (#/HR) PEAK HOUR FACfOR NORTHBOUND 1 .95 SOUTHBOUND 1 .55 EASTBOUND 1 .95 4 C) .95 WESTBOUND PHASING N/S :1. NEITHER TURN PROTECTED E/W :5. DIRECTION SEPERAT:ION PEDESTRIAN ACTIVITY : 2. 100 — 599 (#PEDS/HR) CYCLE LENGTH 115 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND �� r THRU —RIGHT 624 529 528 LEFT 0 C LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND INPUT VOLUME i) 122 461 ADJUSTED VOL 0 0 444 CAPACITY 85 0 0 MOVEMENT Oh: Ok N/A WESTBOUND 49 WESTBGUt;D 517 522 i; Ni A 8_ 9_.Wr �A ����������� ��������� I=z�������_ E3 rl I ��x~9 ][ "�����/ �� �� ��lr BRICKELL ***"+°�4***e* 97 CF.]TI[f­L E w `'CIL CplTT[AL �lx� � ;Fl-n [3, LAHE 6E��ETRY NORTHBOUND EATBOUND WESTBOUND LANE MOV WIDTH MOV WIDTH MOV WIDTH MOV WIDTH RT. 12.0 1 T. �2.0 ... ...' ^^^ ^^^^ ^^ T. 12'0 2 LT. 12'0 ... .... ^.^ ^~^^ .... T. 3 ^^^ ^^^^ ~^^ ^^^^ ^^^ . ..'' 4 ^^^ ^^^^ ^^^ ~^^^ ~^ .... ... 5 . .... ... ^..' ^^^ ^~^^ ^^^ ^~~^ ~^ 6 ^^^ . .... ... ...' ^^^^ ~^^ ~^^' ^^ TRAFFIC VOLUMES NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LEFT 682 Cl 0 0 THRU 652 0 0 1699 RIGHT 0 0 0 451 TRUCKS (%) LOCAL BUSES (#/HR) PEAK HOUR FACTOR NORTHBOUND 3 0 '9 SOUTHBOUND 0 0 .9 EASTBOUND 0 0 .9 ._____.,._ , o .9 w��/��uumu ^ - PHASING N/S :5. DIRECTION SEPERATION E/W :5. DIRECTION SEFERATION PEDESTRIAN ACTIVITY : 2. 100 - 599 (#PEDS/HR> CYCLE LENGTH SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND THRU -RIGHT 779 0 0 LEFT 0 0 0 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND INPUT VOLUME 682 0 0 ADJUSTED VOL 776 0 0 CAPACITY 447 0 0 MOVEMENT N/A N/A N/A WESTBOUND 909 0 WESTBOUND 0 0 0 N/A 89~5(sr� -rRt4tVSF'OFRTAT I C7h! F�:ESEAF )C� CE�JTEFti CFI I T I CAL t-1C3'�E=MEhiT r�t*lF 1—YSS T SG t" 1 I F F-1 T ' FEE T DATE s=,M F{ FH 1 W. NEW 1 1 11 EF:ICF::ELL *al.xy *x_xx.�xxas sac*x.µxXxxacK LEVEL OF DERV I CE Q SATUF:AT I ON F3�s CRITICAL_ N/5 CRITICAL E/tlJ ',,'Cl',— 1 2. 1 -- CRITICAL SUM 0 7 NORTHBOUND - LANE MOV WIDTH 1 RT. 1C.0 2 T.. 12.G 4 5 ... .... 6 ... .... NORTHBOUND LEFT U THRU 821 RIGHT 47 TRUCKS (%) LANE GEOMETRY SOUTHBOUND MOV WIDTH TRAFFIC VOLUMES SOUTHBOUND 0 U U EASTBOUND MOV WIDTH T.. 121.0 T.. 1�.Q LT. EASTBOUND 289 21604 U LOCAL BUSES (#/HR) C� WESTBOUND MOV WIDTH WESTBOUND U l,) U PEAk:: HOUR FACTOR .9 .9 .9 .9 NORTHBOUND 5 SOUTHBOUND 5 cl EASTBOUND 5 WESTBOUND 5 �� 0 PHASING N/S :5. DIRECTION SEPERATION E/W :5. DIRECTION SEPERATION PEDESTRIAN ACTIVITY : �. 10�J — 599 t#F'EDS/HR) CYCLE LENGTH 100 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND C) 1214 THRU —RIGHT 7,73 0 LEFT 0 C) i LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND INPUT VOLUME U 0 �89 ADJUSTED VOL U CAPACITY 0 U N/A N/A MOVEMENT N/A WESTBOUND U 0 WESTBOUND Q i� 0 N/A 89--5s TtRAt-JE3 'UFti-r#CA-r I owa F;: F_=sFE�rc�r---cc_r_-=rl_j-rFr t- Fi I T I (—_ (=�k L _ t-1 Cl W E=1-1 F—=- PA -I_ f=—, I t; Di-1TE PM f-! FH W'I•If W 1111 LiRICf:.ELL LEVEL OF cEFVIC.E B SATUF:AT 1ON .61 CRITICAL N 1, VOL CRITICAL E/W 'JOL �-5! :75�-.� C R I T I CFaL_ i.:�UN 1 d=f 9-7 LANE GEOMETRY NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LANE MOV WIDTH MOV WIDTH MOV WIDTH MOV WIDTH 1 RT. I 2c.0 ... .... T.. 12.0 ... .... ^ T.. 12.C► ... .... T.. 1�.Cr ... .... 3 T.. 12.0 ... .... LT. iC.0 ... .... 4 ... .... ... .... ... .... ... .... 5 . . . . • . . . . . . . . . . . . . . . . . . . 6 ... .... ... .... ... .... ... .... TRAFFIC VOLUMES NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LEFT 0 Cr 160 C r THRU 1 185 Cr 1 191 c r RIGHT 67 0 o TRUCKS (%> LOCAL BUSES (#/HR) PEAK HOUR FACTOR NORTHBOUND 5 5 .9 SOUTHBOUND 5 !r .9 EASTBOUND 5 0 .9 WESTBOUND 5 o .9 PHASING N/S :5. DIRECTION SEPERATION E/W :5. DIRECTION SEPERATION PEDESTRIAN ACTIVITY s. 100 — 599 (#PEDS/HR) CYCLE LENGTH 100 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBG'UND EASTBOUND WESTBOUND THRU —RIGHT 547 0 55<_r 0 LEFT C) O '? �? LEFT TURN CHECk NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND INPUT VOLUME 0 0 16C r CG �? ADJUSTED VOL U 0 123 CAPACITY G 0 N/A 0 N/A �r N/A MOVEMENT N/A �s�s� TFRoc�i�#EaF'[��=tiTr T 1001� F:;:FEE EEfc� CF-1 CEt'� F ER C : I T- I C e l� P•1 O '4.,, E 1_1 E pq -T' � L_ `Y` I E3 Ei F: I C F:== E [_ L e 4 ' E /, C F=_ J. _= E3 -[- /' E E 1- s ' 1 1 1 1 T E F:;: BR I C1: ELL DAT E F'M P1:: F'H 1 W i NEW K 4 4 k AC * * k * -W x JR -N7:- 1_EVE=L OF SERVICE- % SATURAT I Ot,i C7— CRITICAI_ N/��� VOL 1 CRITICAL E/W V01_ ¢_ _C CRITICAL SUM i bi--7 LAME GEOMETRY NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LANE MOV WIDTH MOV WIDTH MOV WIDTH MOV WIDTH 1 RT. 12. 0 R.. 12. ci R.. 12.0 R.. 12. i1 12.0 7. i� 2 T.. 12.Q T. 12.i� LT. 12.!i Z L.. 12.0 T.. 12.G L.. 12.0 L.. 4 ... .... L.. 12.0 ... .... ... .... ... .... 6 ... .... ... .... ... .... TRAFFIC VOLUMES NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LEFT 14` 11 271 149 212 =79 THRU 1054 1695 208 iG1 --4 RIGHT = 651 TRUCKS (%) LOCAL BUSES (#/HR) PEAK FACTOR NORTHBOUND G G .HOUR SOUTHBOUND 1 0 .9 EASTBOUND 4 G .9 WESTBOUND 2 C) .9 PHASING N/S :3. BOTH TURNS PROTECTED (NO OVERLAP) E/W :5. DIRECTION SEPERATION PEDESTRIAN ACTIVITY 2. 100 — 599 (#PEDS/HR) CYCLE LENGTH 100 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND THRU —RIGHT 6��8 212 998 0 316 182 LEFT 81 c LEFT TURN CHECK: NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 11 271 212 INPUT VOLUME 142 U 241 166 ADJUSTED VOL 81 G �49 CAPACITY �� 1112 N/A N/A MOVEMENT" N/A N/A 89--5N i`Rr=§hlc:3F='(DF:;:Tf�::NT I CPA F-:;� F—=-CF=e---4F-::CE= "_VF=Fti CFI Y T I DATE F't1 Ph= F'H 1 bi ' hlEW 1 1 1 1 BR I Ck_ELL * 4- 4 4C * * Y Y Y- x Y- Y * i '�' x is a< Y-�- LEVEL OF SEF;',.' I CE ) SATE iRAI I ON `= CRITICAL ll S 'J0L 1- f7:3'`_? CRITICAL E/14 VOL. "4 FE3 CF' I T I CAL 7 X4 14iEi4*is ********.w sx)cy. .Y.y.ac asrx**ac*#*.IF** LANE GEOMETRY NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LANE MOV WIDTH MOV WIDTH MOV WIDTH MOV WIDTH 1 RT. 12.0 RT. 12.0 RTL 12.0 RTL 12.t) 2 LT. 12.0 LT. 12.i) ... .... 3 ... .... ... .... ... .... ... .... 4 ... .... ... .... ... .... ... .... TRAFFIC VOLUMES NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LEFT 51 32 274 THRU 767 1871 131 10 RIGHT 97 61 TRUCKS (X) LOCAL BUSES (#/HR) PEAK HOUR FACTOR 0 NORTHBOUND 5 SOUTHBOUND 5 0 .9 EASTBOUND S 0 .9 WESTBOUND 5 PHASING N/S :1. NEITHER TURN PROTECTED E/W :1. NEITHER TURN PROTECTED PEDESTRIAN ACTIVITY 2. 100 — 599 (#F'EDS/HR) CYCLE LENGTH 10i SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND THRU —RIGHT 540 1189 2=8 LEFT LEFT TURN CHECk:: NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND INPUT VOLUME 51 14 30 p 20 Z. 1JC ADJUSTED VOL O �) 0 157 CAPACITY 0 649 MOVEMENT Ok: TRfar-� F-cI TA-V 1 C31%l F�f=�FE0�1�F�:L;E-4 C,j-Rr,DTE� iC R I T I C A S 1173 1 1 1 1 BR I CKELL L;pT C F 4a 1 W' IEN LEVEL OF t;EF"':' I CE 5AT UFt) 1 1 Cl1.1 ` CF=:I TI CAL l!:'! ',.'OL CRITICAL E/t=! CRITICAL EUM 1 r5 Db LANE GEOMETRY WESTBOUND NORTHBOUND SOUTHBOUND MOV MOV WIDTH MOV WIDTH LANE MOV WIDTH MOV WIDTH 1 R.. 12.0 RTL 1G RT. 112.E RT. 1.�� T.. 12 !> 2 T.. 12.0 T. 1Z.G ... .... L.. 1�.G L.. i^.' ti, L.. iC.G ... .... .. ... .... g... .... .... ... .... 6 ... .... ... .... ... TRAFFIC VOLUMES EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND 76 41 LEFT 607 44 351 672 THRU �O 96 164 4 RIGHT TRUCK'S (%> LOCAL BUSES (#/HR) PEAK HOUR FACTOR 5 0 .95 NORTHBOUND SOUTHBOUND 5 0 0 .9S ,9g EASTBOUND 5 u .95 WESTBOUND 5 PHASING N/S :2. HEAVIEST TURN PROTECTED PROTECTED (NO OVERLAP) E/W :3. BOTH TURNS PEDESTRIAN ACTIVITY : 100 - 599 (#F'EDS/HR) CYCLE LENGTH 100 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND THRU -RIGHT 6 4�6 46 5 LEFT 662 G LEFT TURN CHECK. NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND INPUT VOLUME 607 46 5 ADJUSTED VOL 662. G 349 CAPACITY 0 i11� N/A N/A MOVEMENT N/A OK F4.9- N!t �FR �����F�������I ��� �����r�� ��������� ������ ����� ������������ ��������� �3 -^ ����`���V�K�R�U� ��y����K� W/MEN 1111 BRICKELL E,ATE p rl F,K FH 1 ""*°�"�,°,4 ul°4 4*^4**4 %L** LEyEL OF 5EFVIC�E 1�=_: � SATURATION -- CRITICAL 1L;E3 CRITICAL E/w VOL E3 - . CRITICAL SUM -w*+**w****"**�*�******* -�V -- LANE GEOMETRY EASTBOUND WESTBOUND NORTHBOUND SOUTHBOUND MOV WIDTH MOV WIDTH LANE MOV WIDTH MOV WIDTH R ^^ 12.0 RTL 12.0 RT. 12.0 RT. �2.0 --�� ~^ Z T 12.0 `' ' - T . 12.0 ^^^ ^^'~ ^ 12 0 -_ L.. ^ �^. � 12 0 ^~ ^�'` � L.. 12.0 ~.~ .... .,.. ,,, ,,,, --� ----- 4 ^^^ ~^^^ ^^^ .... ... .... 5... .... .~. .... ... ... .... '--N� 6... ^^^^ ^^^ ^~^^ ^~^ ^^^~ --�- TRAFFIC VOLUMES EASTBOUND WESTBOUND _-� NORTHBOUND SOUTHBOUND ' / 76 41 --�' LEFT 607 3 44 351 672 THRU 6 296 164 4 r RIGHT 25 TRUCKS (%) LOCAL BUSES <#/HR> PEAK HOUR FACTOR NORTHBOUND 5 0 .950 .95 SOUTHBOUND 5 0 5 .95 EASTBOUND . 0 .95 WESTBOUND 5 PHASING N/S :2. HEAVIEST TURN PROTECTED (NO OVERLAP) PROTECTED E/W :3. BOTH TURNS PEDESTRIAN ACTIVITY : 2. 100 - 599 (#PEDS/HR) CYCLE LENGTH : 100 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 7,9246 THRU -RIGHT 6 456 316 5 LEFT 662 0 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 76 41 INPUT VOLUME 607 3 ` .6 5 ADJUSTED VOL 662 0 0 349 ~--�. CAPACITY 0 1112 N/A N/A / MOVEMENT N/A OK l ' - ante: ,ecuoa --------.--- - -- ._-_._ _�-- Location M L7, w w 0 ZE C� rn V ArC!P'cC� � A 1 Me•tmtnt i I I Volume I 1 11 Pc{�L I.tY 7JhIc C A Step I Right Turn from C ConPicung Flows = M„ - I/2-- (from Fig 1 ) scC Critical Gap from Table = Tp = M Capacity from Fig ? ar3 I Shed Lane - Scc Stco ry ��- _- I DC "land i C, WA Shared Lane No ShLane Available Rcfz-'c -�i,/J7 ( [Z I Delay & Level of Sc-' ce (Table 31 I Step 2 Len Turn from B Conflicting Fiov+s A' ; Ar 3 (from Fig. 1) sec Critical Gap from Table 2 T, _ Capacity from Fig. 2 a BL _ KA Demand I00(BL/N 1) _-`� Capacity Used z P, _— Impedance Factor from Fig. 3 . Reserve 3 MAvailable Delay & Level of Service (fable 3) Step 3 Len Turn from C I Ci. � Conflicting Flown IhApt + AT ' BL + B* = 1 (from Fig. 1) �, S secM Critical Gap from Table 2 T. = _ /10 Capacity from Fig. 2 = /p, Adjust for Impedance No Shand Lartc Demand C° � "A Available Reserve )ail L = KA Delay & Level of Service (Table 3) 1 CA + CL � CAL Shared Lant Demand Shared Lane with Right Turn +CA + CC) Capacity u( Sh Jed Lane h,( �—nA p^` 2 line .rc CAL Available Reccrvc Delay & Level of Service ( bic 3) l- - Overall Ev&lustion AVID PLUMMER & ASSOCIATES CALCULATIONS BY D IInter-secuan - Location Plar. C 0 A A Ap.roacI A 1 �_ _ F C — �-- Volume C ; 7_ .� ht Turn frnm C ic:ing Flows - .•1w _ .=,, I j a ( = �, s-S-=— om Fig 1)-5� al Gap fremTabie'- T rsec <��,v city from Fig.'_ FAvall2bli! h1 - ed Lane - See Step 3 C� -�� v har-d Lane D^.mand = �/� 1== alpy Reserve & Level of Sc^+ice (Table 31 Step 2 Left'rurn fmm B I B' Conflicting Flows Ap + Ar _ ( from Fig. 1) sec Critical Gap from Table 2 T, _ M�. Capacity from Fig. 2 = % Demand = pL - p'A 22-5 -, Capacity Used a P, . Impedance Factor from Fig. 3 a� Available Reserve sQMvdco� K� T iC! Delay & Level of Service (Table 3) ( ------------------ Step 3 Len Turn from C Ct. � Conflicting Flows = MN = I +� + B r + A L h•Aa r (from Fig. I) Critical Gap from Table 2 T. m �i sec O Capacity from Fig. 2 = M.+. � // .�. M Adjust for Impedance Demand = �xp,=Ms=lL.'A CL - WA �L--- No Shand Lane / M,-CLa KA Available Reserve = r �nS ��, Delay & Level of Service (Table Shared Lane Demand s C,,+CL=CAL - Shared Lane with Right Turn (Ch + CL) _ — Capacity of Shared Lane = �1" s lCR?•1,) ++ (CL/M;1 M„ = e_.___ yrA M„ - Cac " ►�" Available, Frtr.r.e = Delay & Lcvcl of Scrvicc ()able 3) �" t�3t'�r'. Overall Evaluation CALCULATIONS BY DAVID PLUMMER & ASSOCIATES BACKGROUND CARBON MONOXIDE AIR MONITORING STUDY FOR BRICKELL AVENUE MIAMI, FLORIDA Project #4207 February 8, 1985 Prepared For: David Plummer & Associates, Inc. 4225 Salzedo Street Coral Gables, Florida Prepared By: Environmental Engineering Consultants, Inc. 5119 North Florida Avenue Tampa, Florida 99- 5Nr- im TALE OF CONTENTS 16 SUMMARY It. INTRODUCTION III. SITE AND PROBE LOCATION IV. INSTRUMENTATION V. RESULTS AND DISCUSSION APPENDIX A ..... Air Quality Data APPENDIX B ..... Field Records and Calibration Data APPENDIX C ..... Performance Specifications APPENDIX D ..... Traceability Documentation 89-'Scar to SUMMARY An one month air monitoring study was performed in Miami, Florida to assess ambient background carbon monoxide levels in the Brickell Avenue area South of S.E. 7th Street. The study was requested by the South Florida Regional Planning Council for the ADAIDRIs known as 1111 Brickell Avenue and Tishman Speyer Brickell II. Carbon monoxide, as well as wind speed and wind direction data was collected from January 8, 1985 thru February 5, 1985. Air pollution measurements were made with an U.S. Environmental Protection Agency designated reference instrument. Good quality control practices were followed, as analyzer calibrations were performed before and after data collection. Site selection and probe placement met the requirements of the Code of Federal Regulations, Chapter 40r Part 58, Appendices D and E. The highest one and eight hour average carbon monoxide concentrations measured during the study were 6.5 and 2.8 parts per million respectively. The 6.5 ppm one hour value should not be used as the background concentration for future Brickell Avenue air quality studies. The maximum occurred during a nighttime inversion at three in the morning and was not representative of background carbon monoxide levels generated during peak morning or afternoon traffic volumes. The maximum carbon monoxide concentration, which occurred between the hours of 7:00 A.M. to 9:00 A.M. and 4:00 P.M. to 6:00 P.M. was 4.0 ppm. This value was typical for a large metropolitan area and reasonable to use as a background carbon monoxide concentration for air quality studies adjacent to Brickell Avenue. II. INTRODUCTION Developers of the Tishman Speyer Brickell II and 1111 Brickell Avenue projects have been requested by the South Florida Regional Planning Council to perform an one month monitoring study of carbon monoxide levels in the Brickell Avenue area South of S.E. 7th Street. The objective of the study was to determine a representative background carbon monoxide concentration which could be used for present and future air quality studies. Carbon monoxide measurements were made in January and the first part of February 1985. Wind speed and wind direction data was collected concurrently to assist in the interpretation of the monitoring data. Carbon monoxide 1 levels measured during the winter should represent maximum concentrations because of increased seasonal traffic and subsidence inversions. The monitoring site was located at 1111 Brickell Avenue approximately fifty meters North of S.E. 12th Street and fifty meters West of South Bayshore Drive. The site location was selected such that the measured values would be AN representative of background carbon monoxide levels and would not be unduly influenced by any line or area source. A Thermo Electron Corporation Model 48 carbon monoxide analyzer was used for the study. This analyzer employs the gas filter correlation method to measure ambient carbon monoxide levels. A Climatroni.cs Wind Mark III wind measuring system was used to collect wind speed and wind direction data. Wind speed was measured by a 3-cup anemometer, coupled to a light chopper. Wind direction was measured by a wind vane coupled to a precision low -torque potentiometer. III. SITE AND PROBE LOCATION The objective of this project was to establish a one hour average background carbon monoxide concentration for the Brickell Avenue area. To assure representative sampling, the monitoring station was located as far away as practical from all area and line sources which might bias the data and cause an artificially high value. The site was located on the client's property approximately fifty meters from both South Bayshore Drive and S.E. 12th Street. This location was agreed upon by the South Florida Regional Planning Council and the Dade County Department of Environmental Management Resources. The site location met -.the United States EPA criteria for minimum 8--5i separation between a background monitoring station and a specific line source. The air monitoring trailer was located in an open grass * field. Air flow was unrestricted in an arc of 360 degrees. Figures one thru five showed the ground cover from the trailer roof for each of the eight primary compass directions and an overview of the monitoring trailer. The probe location met the requirements of the Code of Federal Regulations, Chapter 40, Part 58, Appendix E. Probe W height was thirteen feet above ground level and extended three feet beyond the shelter roof line. Figure five shows the probe location in relation to the trailer roof. Probe length was approximately twenty feet and made of polypro— pylene like material. Since carbon monoxide was a non — reactive gas, residence time and reactivity with particulate �. matter was not a concern. IV. INSTRUMENTATION A. Carbon �Qnoxide• �-� The carbon monoxide analyzer was stationed in a 8' x 12' 0 0 trailer and temperature controlled to 25 C ± 5 C. The monitor was calibrated before and after collection of the data and periodic checks were performed to assure proper ..a operation of the analyzer during the one iaonth study period. Calibration and traceabilityrecords, operational logs, -'—s documentation was provided in the Appendices of this report. 4 Ito was- i ay. - a . fig;. E A S I 1 - SOUTHEAST FIGURE Z F IbUKL J NORTHWEST ?' I i II Iltll[111li � I li II I FIGURE 4 PROBE OVERVIEW f<<I- ji'117 rIOUKr A Thermo Electron Corporation Model 48 carbon monoxide analyzer was used to measure ambient carbon monoxide concen- trations. This analyzer emj7)c�yed the gas f filter c�=- rrelatjon technique, which js c;eciGr:at:ed tryl:njt_ed Mates F•nvjr.on- mental Protection F+r=cncy ac a refocrenCe rret}c:r. Broadband infrared raC'jatjC'rn was jlaccF(j t_}irpUGh a rotatinc aas filter wraFel- cort_cjnjr;{ a�,as cc-)] and a N2 gas cell. T :e radiat.aor: at,jnt rough t:Y e C�� c:e)? had the CO absorption wavEI'Dath cubtracted out, or was "aj-,tically scrubbed". The Ta6jatior, goinc through the N2 cell was CO sensitive. The t.wc al.ter.natinc beams of radiation emanating from the wheel were reflected many times across a multipass optical absorption chamber where pollutant was beinc moni- tored. If there was no carbon monoxide in the -,,j-r sample, then there will be no attenuation of tYie infrared radiation on either side of the C:FC wheel, or, if any attenuation occurs (from gaseous species other than carbon monoxide) it will be equal on both sides with a net change of zero. If carbon monoxide was present in the air sample, then the beam will. experience generates by the CO side of the wti� el er.ience no further attenuation while tilr br am gci­Lt-rated by t1je N2 side of the wheel Will be attenua%:ed b,' Gt) t)tese:nt ir: ttie optical a , thechamber . T'h 1 d%:' E"i1L1d: ]t]11 \dllr C l f c'dl G ` illtllCi.��1f1� i'i bC! �nc G�;ZAL directly J_ jilts a lre . proportional tc file coricentration of CO in th(: optical chamber. m.ram:%�•..�;s.%.rixs:.4a�+�w:zt., 45.,-.w :,.i.:..e .._..—_ ---.778'd�f•'•�..o-satuz :fri�ez,w;s.d� uewsa;,r ----- e. 1otW sm& sO n"mactim A Climatronics Wind Mark III wind measuring system was used to collect the wind speed and wind direction data. The system met or exceeded PSD monitoring specifications. Performance specifications were provided in Appendix C. The wind speed and direction system was calibrated at the factory. The system crossarm was located fourteen feet above ground level and four feet above the trailer roof line. The crossarm was oriented to magnetic North using a standard siting compass. The difference between true North and Magnetid North at Miami, Florida was approximately two degrees. The wind measuring system was a rugged and accurate system for measuring and recording the speed and direction of the wind. Wind speed was measured by a 3-cup anemometer, coupled to a light chopper, which converts the speed of rotation of the cups to a frequency proportional to the wind speed. The light chopper output was converted to a DC voltage by circuits located in the recorder, and recorded on the chart. Two standard ranges were provided, 0-50 and 0-100 mph. The 0-50 mph range was used. Wind direction was measured by a wind vane, coupled to a precision low -torque potentiometer. The wiper voltage of the potentiometer was a measure of wind direction, and was recorded (after amplification and filtering) on the chart. l 0 Circuits in the translator convert the 00-360 signal generated by the potentiometer into a 0-540 signal for recording. This prevents the ambiguous reading and chart 0 smearing that can occur in 0-360 systems when the wind direction varies around North. Both wind speed and direction were filtered with a time constant of approximately 6 seconds. This filtering was used to provide a smooth recorder trace. V. RESULTS AND DISCUSSION during the one month study was excellent. Data capture hundred percent of the wind speed, wind direction, and One The predominant wind carbon monoxide data was recovered. wind speed was Northwesterly and 3.3 direction and average The highest carbon monoxide levels occurred miles per hour. 04 30, 1985 with a Westerly wind direction and an 04 on January of 1.0 mile per hour. The maximum one and 1 average wind speed concentrations recorded were 6.5 and 2.8 eight hour average parts per million respectively. 'p The maximum carbon monoxide level occurred during a subsidence inversion at three in the morning. At 5:00 r monoxide concentration had decreased to 1 .0 A.M. , the carbon and from 6:00 A.M. to 9:00 A.M. the levels were zero. ppm hour concentration of: 6.5 ppm was not repre- The maximum one carbon monoxide levels and should not be sentative of daytime air ._. 'f`; 1t,� f:. �'� t`�' it - es�.a►sstt�;' .:.�" ».,, a es ,3 � , i y'' r !" s'f 1 i,1.o c-pnt:._> a.k dm !rr;y i. �� #; l�f�-Ti /�, 3.elfiP .ti1P .7�'*f tl AL :,i a<�_•.. �.. - - -i�!r� CPie3e� `.�, y"i+r�,� 9 :✓ig`:•1.h`a'� :,��:YSzi'S :.�C%�:� .:i,;.: .:,.�?_"L=3— r�. Cr�r .,s+' s.,_ ;r� :=s_ _ AM Je r' A'.l�i;lit' APPENDIX A AIR QUALITY DATA L wn r r' I` q _r '� _ r 3. x 'I _ r OF►ARTMENT OF ENVIRONMENTAL REGULATION - AIR DUALITY WRIT FORM NOURIY DATA A1:f N v E�CI Tom.• SITE AOI1/1f SS 1 DAY St fin nn(; 1 fII N; 7 19 70 21 72 18 ]7 ]1 ]4 o q 0 0_ 0_ - 3 O I i li L o_. A tz l__1 _.1310- z /AIIAMETEn Of1SEn VEU w;mod S�EAa. f 11 Y NAME (i)'14nn. STAFF AnfA SITE - AGENCY r11111fCT IIMF YFAI1 wmT11 '^` 1 ! 1 ' ' I F I to - I E _J 1l '1 MFFIN IU VIL IAt.t NJ Ii., 1 ] 4 0 1 7 1 9 t0 11 17 13 1a 16 19 17 19 1.11117f1_i spa ".f. INIf I1V At (IF "As One (1) flour 1!NII :1), 11RS �.)1-S I I�1� rAllAMF IF — 6 1 1 [ Z l- n I I)1)F C1 1 T fl MF 11WO 1IN11S lil' - q ^1 I2 r (I nDG, nDf:4 e0 �1 E2 47 44 4S M 47 41 41 l 1- j o' -iJ -J_1 I I?- _i -1- l 13 d .4,E ((0- 1 _t " P-11__1.5!Q-1�11 ��(,3 L z20 o 01-1- 315- I I O z O ,30 0 t9 J 1. L _ ri -O � z o 0 4Q_ - 4 rz AD 4.5 g - _ e _ - 30 319- -- 3 0 A o 2-10 _ Ss ]] ]• X M 77 7R » r 1t. 77 nix; s nn8G nnl 7 nm4 nrr!# SO 6T 62 Si Sti s8 57 SO 59 60 91 1] 13 64 16 9! 17 S1 119 70 Tt 17 /l 74 74 7R 7/ 'R 71 M -9 Q-- - 0 -- L --2 5 -�- - - 3I5 - 43 n- T - z g _ _ -A Q - __-� .. 5 __._ 3 Q 1 5 S n, o 30 F35- - -.90- !`ao ' �s l`lo1 o 9!oi -1310 3ID _.-_3Q- z>S -3 Q-- - 4,o_ _ 3 a 6 9Q_ - 3f�1 3 -.2. Q- _ 2 D - .- - - - _ 3 o - -o -A0 3lo �a Cl O 3 3O 3 0 3Q- �D__f_r0 _3 RET t)lr�t lif1A tom. t!- All Mill-1 �. .... iein•,� i,1nnP�RiRITl9"61i �fp1 R��I,�NroIf�F��1���1 ��i,� .�. �9 . - — - f OF►ARTMENT OF ENVIRONMENTAL PECULATION- AIR DUALITY INPUT FORM HOURLY DATA `S1AfF An -A SITE AGENI.V rnt)IF-4:ff7T� TIMF VFAII MN 0TII IAIIAME T E n OBSERVED ME 11H1U I❑ 1 0 � ck J/4LLiI E, ,1 t0 I( AI:F.NCv r� `► f�� 17 11 14 7R tQ 1J ,e �1i1N11; ).r f PAIIAMf IF11 III I MF III"I'l ('11V NAMf rim IN I FIIVAL /)f 1)R: ItNiTS I)f''nRS j1 S npi AIIINIr SS JQF.L7,0.� S One l 1) hour M ; IGs 11p v./- b .'.-`'� 1.-' L-�-'-� ),4'o C�..." Cf,, +"�: •1t• " `I���; 1 27 14 75 lff 17 � 1M T'e )9 7, 71 ). nD(, 4 n1)(: 5 nnl: f nn. 7 nnf:4 nlx;a nl�.: n, ni11, )) m ()A',sl ion Poor,1 nlx: 2 no . ] 19 10 1! 72 ]] ?a JrR ]7 SA 3'1 �0 !t 42 f] M f6 46 47 4f 49 SO S1 52 5] 5� 5S SB S) W 5f AO fl f2 6] 7g M 47 s11 6f 7n 71 71 77 74 75_ In 77 _ 71 J r Q - -- - - - T- z'S - - — 1 — 3 5 _ 3 2 __,3 S2 _� - �IQ - ,;t1 a� 3 Q— -- - -_ - 30 _ 3 0 - - %s- t� _ _ S � o - -_ S'Q _ � � 2� Q __-3aI-L�_3�- 4,z Q_- 4 a _ _ 30 _�_ 3a - _9 Q---- Q �4i° I `�a j i���ot 4 Q -- 90 _ .30 `��a I � jr QL IC) o I.116 o Q , __! Zoo --- -- - - 2Q - -Q-. __3Q --.30_ _f 3 9 I l7 ! o i �.3} -- --�-2 0 3 0 :eZ19. z a—�-- z1 _�- f 1�- —�,5_ _�� 3!J O1O i -- ..� o - _ 3 a 1,31 a- - -- i �c' o ► o o_iS_ — 5 0 ---- o b Q — 5 0 — 9 — �L Q _. o -! `ia:- t�v 2 z� `� 0 9z Q_ _ o. 3 Q - / -5- — — -? -!�l — --- -li Q- 0 c 3 D--� -- — - — — _ — _ o __ _t a_r-c", Q z —`� -- ---ZQ- �2LZ I- --L-- LA . t_ L Rw W 11,111l PPIP'll ill! Atq OUAUTV IM'UT FORM HOIIREY DATA S1ATF ARE` SITE (� f Ev rnl)jfi:f IIMF vFAll MONTI$ O►fAgTME NT OF ENV1R0lM4EMT AL RE QULATIIiN - oNC l_.1L 1 AI:E Nf-V ►AnAMETEn ORSEnVFU 17 12 17 14 971 tf f7 1f 1 11'U�� it 7 l ] • 6 f 7 +l f 10 In114 w' rAl1AMFfEl1 !-.()f1F MF i7+nn Tt'Nlys11F nnSIFC� TIMF. INIEnV A1. M ORSI 111E Al I)nESS S �.tc„� One S 1) FIoUY � rvtj I1 1 V �-"w�"` SiW. Y� 1.Ct/r.+. � ll 7A ri N7 it nnl, 11 nl 7 nna 5 nlx: n nrx: T nn� a! nrx: v rn 90 nnr ST tin' nn : 7 nlr, z nu . 5 n('(' T - - - — • '— — - — lS 70 77 21 39 34 3'S 3f 37 if ]9 f0 41 42 f3 f1 4S tf i7 /f �9 50 61 52 57 NI 6S 5f 67 5f 6S fl f1 IS3 N fF ff 01 A9 M ?, 11 , -DO p o �0 3 1,51L- 05 n o -+Q-- .'L_ Q z� 0 _-3��---Q- ►I`1-°l s 1 _ -12 Q O — O — 2 Q � � a�,p 311� 31l'i o-� � o - - o �4 a 2 0 - _L a_. - f�_ 2 v �.� __ - �r2CO O _- _Q L_- r - , s_ _3.1 _ s _ _� - - - .� 1_� s _ _ L ,� _ _ 1 s , _ s j s o _ - - L - - Q - rz 01 �L -- 0 0 o g o g ° - `� -L� 1 o ! 1 o 1 1AU 1� o - �`1.iCL _ o -- -L - Q-._LQQ 1 - Q - J 3� ° - 2- tZ-�Z >� � �_ -Aa 10, lb a ff o - L 2-00__3_ a __ 3 -_ !3b - 3l0. � � 3 3_L� 1-5 ---1-5_--�- R) o _ k z I}`!t�_ 3i _ 9_Q___°�J_ ���- .�$Q-- LS 1-5---- t. 5 -- 31I -3 5 3 _ L - 3 — 4' fl_ Q CID o T �,� .� Q Q -n�i0+3 - _ OF►ARTMENT OF ENVIRONMENTAL REOULATIF)•f — AIR OUALITY INI11T FORM 110IIRL• DATA STATE ARFA SITE AGENCY rnUIECT IIMF TFAII ll MONTII ❑ © Lo � m K51 D ,_ IARAMETEn ORSERVFU E"It l' qt,3= Is 17 7s P,IitNCY • 417 tl to 1't � � � � � rnIIAMi IFn I'l)nF MF 11 u)O IINII i iM EEC I 4 ih�. 1 f1IY NAME TIME INIEnV AI. ni ORS Oull'1 OF ORS .;ITT nt,nnrs: (� C xi $ Qne (l) Hour Qe ne[ iE� I �_l z� j 1(� (;.-I i__l r 1l�t�i/T 71 74 n M 77 lA 7. *11 71 �7 V nl i. OAV ST ,M nnn I nIN: 7 nl>G ] 4,G�7 �• �9 SO 61 57 S] &A , M1S V s7 SA R1 60 1I1 II7 J M � !iI fsM'f7 � M1s !?( 1' Ir�l 1717, 1�11'7� 77 !n nI, . 5 nnti M1 n0,: ) ti 7O 71 27 3l vl T JIS 37 ]f H !o 41 �I si sA a5 _ � �1- I 1.12— _l J-1� o _ tq u— _ `-b— 02 3 I I- __ L _ — . — - - -- -- ,, M-9- f -_ _- o QQ L_ lql —_L3�_ 1 3 -5 — r W lb 1 S3 Q_ — J o L 9 _— _ _L __ _ �_ 3_ o D _L I a / ! D ! I o � L SZ — � � -- — - -- — ----�-i -�= _ 1—! — 1_ Q _— O 1-�- J 1 Q O - — — — - -- -- -- — - — — — — - — — lln7 3 .I� l� Ali it III li Ill it �- 4I ' _� 4 � 4I _J 411 a li^ j 4 i A d� DF►ARTMENT OF ENVIRONMENTAL nEGULATION — AIR Ol7ALITY IWUT FORM II(11n LY DATA AGENCY ►ARAMETEn ORSERVFD MFInUU �(� � �^+ y_.k. Lfaf DOS M A.. ZW.. a "�l ` CIT Y NAME I'na r 1F 1:I SITE A(11)nr". P 1L 0 STATF AREA SITE AGENCY rnU)ECT TIME YFAIR "()"III o - � ��-a � % s FIA �(jne ii R ! 7 ! • 10 IrAflAAlf (Fn flinE rMF TI NI(1 1AE l(i)nHourF nRS r� lIN1T511F nR5 Tz�l _1J ��� 1—U 7l is 74 M tr 70 7l1 '* 9T '� nlxi R no". 7 "MR nM A nn.. to nlx: 11 nlxi t, 51 156 !>a 57 °Sal Rf no 111 RY 93 H M R11 47 aR as 70 /1 It IT 71 Ta iR 77 ?R )9 +O K YC J --a---5-- _z il,:i- 'off I I - 1_--fia-s _l7 _1.� ..arm.�a,sr. aw.Sena..9e�4.1*.w�ln5seriP'SRSRt"4eTS!i11SR9'!�l•:��. Ri 7 ►i��.'�ap 1 III �,A ��I1�1�� PPRIPPFY? OF►ARTMENT OF ENVIRONMENTAL MtGULATION - AIR DUALITY INMT FORM HOURLY DATA ►ARAMETEn ORSEnVFU MF III(IU A(:E NCY t Gry iF lA CI CII Y NAME ,•nr+tc SITE AVunESS 71 SIATE AREA SITE o , o, AGENCY rR117Fcr © TIME YFAII M)NTII s_ n r 1-1 Fit - t. 17 EnItnE rAIIAMF1f' rr t31z 1.1o_t�_] 71 74 T1 M 9 nnr: 1A .. 7n 71 IT MF TI WITrlNtTi IM T �� l C_Z_1 71 J. 7Y ?T1 TI t) i1 /7 Il 71 1S 7 /� 111 -_ '117- TIME INIFnVAE nF ORS One 0) Hour UNITS Of 0"'; �or� Pcrlb�+b. RMi A 5. 55 3A RO(: 7 nor, R nm 57 6. Sf So 6T .2 _Q7 6•. C" .7 _ �Q o _ L r _ — GJ _o— 0--- o O ---- O cl -- — — —L2 — — — al - — — — — — - - -- - L I-_ _t- 1_ - -�- 10-7 fl' 111.— +.,.. � a ray ie:r.^,i YFiTlfa II?Rs7'�E$iIR'�R'"mgm.-,'r.irar n..; r!` . • M:RWNrrt'H I I:.B$ Mw 11I! �Yi ....,. I r r T lip f -•. APPENDIX B _ FIELD RECORDS AND CALIBRATION DATA pr ". Clt CO OPERATIONAL LOG tti', Site :lame%S "`" �r'"� Instrument Nadel No., rp Location Instrument Serial No. ik M Date Rotzrseter Zero Pot. Span Pot. Zero Z Span (ppa) Temperature of Recorder Checks Signature Setting Chart Cal bs Max Hirt Pea Paper Time -19( C •--Z H31 `13 •7ti 7 L 2� Y S S 57C -75 r1 CG l{i 1 4� 5 -7 �' S :� � r trio 4 / I CAFRooq "— OY1DE CALIBRATION Site Nape: Location: ( -Z tnatrument Manufacturer---T—� -- N Model No. v4' Ser1a1 o-.�-1'Y"--� t4.L Ranee j" 4p m Male Flcweter iT Manufacturer Pf-A, 1 Model No. Sealed No Tranar=/ N I - duceh I Ran I tl- r-iC•-.+�..�r' llf2rf-i�ev{uitt•retor Manufacturer 1m 4y' Model tic. Serial No. 74t R"U,. C - su zt ni Pecorder c Serial Ho���J.7-1f3A- ti�i CFfrt ln6:ru@rnt s'ettl-If Ur.ed�. rrrc _ Adj. rern Uned). Spcn Adl. Span Flevrrr!i•ctanetrr Ties+ Constant Digital Multim tte-tt Manufacturer `4�' Model tic. t t. A Serial No. Calibration Data Caii6rztlnn SyYCia Manufacturer Model Me. Serial No. ry Zerc CY lir.dar Manufacturer c-, r ��r+--. Cylinder tic. CC Ccnc._}j CO C�IInder Manuf a t urea XL}'{- ��'r•r Cyllr. der No, j j ]j� Cor.cencnt7on7—T Type E. apt rat toe Date l6FE8 C AL 18 RAT I ON / J, ti E Chart Data Jon Calibrated B.Joy tip/' �lC �� Zero �_ Point Slu tioo Flw (cc/nine CO Flow (cc/sin) Cal. Conc. (pps) ObS. Coac. (PPS S Ditf. 1 � HOO ► z 43 2 .3C r i 2 1 .z% 9 ;5 � ,z•o 9 z " � � b5C0 4 5 ADJUSTED CALIBRATION Zero Z Chart DA Polar, ilutlon Flow (cc/aaoy CO Flow (cc/elm) Cal. Conc. (PPn) Oba. Uric. (PPS) S Diff. DVM(volta — Z 'GF? I lz t� C L: 13—C—CI. 4 --4 fid1, -x F Environmental Engineering Consultants, Inc. Recorder Calibration Recorder: VOLTAGE RECORDER READING Manufacturer fatf-d F_T Model No. M52 -l01 �- Test Point Unadjusted Adjusted x Char Unadjusted %Chart Adjusted 1 G.oco V ID • U Serial No. S - .22c'�`t -►A H1 2 fpp v ! '20, 0 Range 0-to V 3 V Calibration System: 4 (janufacturer F_ 5 ,`jooV Iy`icl model No. 6 60.0 _ Serial No. Calibration Date Calibrated B /,�� --� Date s .?oou SO 4 .`SL In 10 _1)ppv plop boo50 t boo •Soo 20 .,4. .300 .zoo oar) ®. ��. �����.r"� �•i-'. - ram.-. _ ... s -- 20 L2100 ��is ��� �.�•�ry�^` -4' - .. /.r .-. • • .• •may' •. • � • � .•�. E- 'rt���,,,� � � �q�t . �'•� " ter. - - r: , . .. .. .. . ,. • �, ' ENi1 HONMENTAL ENGINELAING CONSULTANTS, INC. �J 4�1 Mass Flowmeter Calibration ` -10 cdt i m E F-C- Date Signature /�/%�- Instrument � NgS-T Model ALL- /c�C� q Serial iiC. 53 % f lranscucer (3 F:an pe G - lG,060 SC CM loltage (:6nCE CJ' �i Ov Calibration Instrument 1 Manufacture 51bbleRufff Model Serial No. —" volume 4Z -3X UNADJUSTED CALIBRATION UhccrrPri4 Cot rec r f Test R.T. B.P. H C.F. s, Metter R c'in aqctual Floyrate "+ D. 1 23.302 I.Ot64 �S 7 `i.5ou 900� 9 o I -a� 2 23. • i.o - GTII 3,�t�v OTT b 5(, O. 23.3 2 .1 92.5u coo t7Manufacture 4-1 5 23.3 o. � �S9 i-113/�9 'Z9 -q5 10.0 I 2-3.3 30.E C, I.olb Ivy �i3��lo l rJ 1.0 A 11.1STED CALIBRATION Test R.T. G E.P. C.F. Obs. Meter NctudPninT l to X D. ♦ • r 3i ! u i of � umij I' II j II' .� ���li ��EI,1,����w���I�F1n�l����iIllujlel��wR�Ill���e�������i��gq������a� !E l ENVIRONMENTAL ENGINEERING CONSULTANTS, INC: Mass Flowmeter Calibration 'Worksheet UNADJUSTED CALIBRATION ADJUSTED CALIBRATION -6ramete a rometE I 2 3 q 5 I 3 4 5 Point y,50v 3, V 2.50V 1. 73V .S13V Point -lime 2o.� 2�.5 37..D C 1.5 1`1.7 me I ` E c! (Sec) i irF (sec ) 20.9 2b. 37.1 t 2• 3b.Q ime (sEci ( "10.4 20.1 26.y5 36.97$ e 2,475 29,575 =;e, �g "c' I umc- (cc) 301.7.0 3017.0 3017.0 30/ 7.0 502-3 1 ow rate. 87Y bgyy y �9b 89 7 /0/9 Flowrate cc/nin c/rrin �.,•u��.pse�arq,A�mmi�i�P�!""'0!q�!Pl4R�d9�A�l��A�i4�II�IR1�i��IriA���N�1����9�I����d�i���i������I��A����� 1 ► , ...ENVIRONMENTAL ENGINE. -AIN _ "Mass Flowmeter Calibration _locatii in _— (y�y Da to �� ` �J^i b Test , R.T. Sianature � 1 L [ 1 t;anu f a ure n Mods Serial t.e• �'-1 Trar,sducer —f=-- r 50 lest F r C.,Tr. lU 1t fie b•c Calitration Instrument -2-1, �b c vi, nuf 3cture Mode . 5 ►� .2 No. Serial? Vol urge _._. !o� UNADJUSTED CALIBRATION b.P. C.F.Rer eadIn F,uJUSTED CALIBRATION F C F Obs. Pieter t � 3�. 9wtc� LA C? y O �- •c o �b Ie•I 3� o lb `( (oct Z Z I ? Z 1 gsgq : I- ,,i ,_r; •r..nim ,1.9�P nR 7lP19 �'€ �I�#al ; � mill, HIP, 111111111 tual wrote --- I 0 -ENVIRONMENTAL. ENGINEERING CONSULTANTS, INGr Mass Flowmeter Calibration Worksheeb APPENDIX C PERFORMANCE SPECIFICATIONS J Thermo FAE plectron CCt--�r='Ona710f.1 instruments Division Nadel For Continuous Ambient Air Thermo Election's Microprocessor Based Model 48 Ambient CO Analyzer Lwvvvjes unequaled ease of operation re!tgbility, precision and speci(wtiv The unique Gas Filter Correlation principle of operation offers the significant advan- tages of unequaled specificity and sens,. V,,ty and increased resistance to shod and vibration. Key Features • Microprocessor Based • Automatic pressure and temperature correction e Dual fully independent outpuls standard • Hourly aver age output standard • Lower ranges, wide dynamic range (suttable for both ambient and source) • Hoghly specific to CO • Long term zero and span stability • Vibration and shock resistant c) F'Iter CorrelOT101"m S I CO Analyzer • po'wertul diagnostics made possible by microprocessor • Lm-war through all ranges • Unaffected by changes in flow • Seif•aligning optics • U S A. —EPA reference method RFCA- 0981-054, range 0.50ppm time con- stant — 30 seconds Model 48 Specifications 0 2. 0-5 0-10. 0-20. 0-50' , 0 100. 0 200• P.anges 0-1 0-500 0-1000 ppm _ 0 05 ppm RMS —With lime constant = 30 Zero Noise seconds Minimum Deloctnble Limit 0 10 ppm _- -- Zero Drill 24 Hours 0 2 pprr — _ Span Drift. 2'1 hours I % Full Scale - - -- RiselFall Times (0 95"'1I) 1 minute (al Ippm Ik)w.:10 SM-nial integration time) ---T— Preclsl)n ± 0 1 Prim - Linearity —_--- I Ipm standard Flow Rate _ from water and CO, Rejection Rats Negligible interference performance specrl,callons maintain-' Operating Temperature the range 15-35 I .,c ,,f)eraled safely Power Requrru::rr:1s 100 Watts. 105-125 VAC, fiOHz. 220-240VAC 50Hz --- _ 17" aide 8 Y " high x 23" deep Physical Dimensions Weight 45lbs Selectable to 0 10mV. 0- OOMV Dual Outputs (standard) 0- IV. O-5V, 0-lov. aig display I hour inte- grated value Ofher rwlpuls available upon rcctuesl (4-20mn, tEEE48R) Ilu^•Il,ty (i`Ilnl.liy 18 I'Ji5 VO! n'1,;I,!(,n�Ioverr1`�, See Fooci.dBert .h r .tu`lIlll.liddl'. 35`r`Ifor pf`rtfNI1C1IoC.C'•I CICIIlilullY..Ilulf I,li'I.II JnI it WIND MEASURINU SYSTEM ems; las E M FEATURES I LOW COST LIGHT WL•IGII'I' INKLESS RE -CORDING GUARANTEED ACCURAC'i PHo•r0 C11011PIT ANFHOMl'.11:1: SOLID STATE LIGHT St)URCIi iced or 'rhe Wind Mal') urI "a"' wind >)';tcnl"i il�l lhcsysteillofferstfeaa low cost, high llc i I tares found only oil till' i,lost ll,d cqu Ipillellt . Wind speed is sensed Ily a �tl��� ,tc�l thi�l�otouchopp�om- eter, and cony'eliddstatetlliyhtUl tsuurc�c~1ull, llaximuilllreliability. which uses a so led Wind direction is sensed 1)), 't ` UltJllt lk'llllJlahpecd,Vand w�ind�direction to a precision patent lonlet transmitters use stainless strrl llr'cl-iun ball bearings for maximum life alld low threshold. Wind speed and wind dWiCCI idthiolf '1 5/Il('` per Channel. Recorder channel recorder with ;I record ing ,,, shown, or in the re' -roll Can be operated iil the tear ofl l(lUdcycle,,. �`1" Battery operation is mode. Power required is 115 V, y also available. ' Suil,h ur l . 5;, ti� , 511,1)h o I- _' WIND SPEND: ACCURACY: 11- SO ;, O- IOU inph RANGI:: DI STANC1: CONS'I'AN'I' : 8 1 cc I nlax . "1'11RI:S110LI): 0. 7S III pil ulux • WIND DIRL•CTION: o ti� ,t crl, 1 . 5o )cnsor ACCl.1RACl': t)'�otJc, nicC I , ()--)SOO elect. RANGE DISTANCE CoNS'1-ANr: t; •lcct max. DAMPING RATIO: U.�1-u.t, "rllRl:Sl10LD : 11 . 7 5 nlllll iliuX _ o Modular 'Ir:in�l:l1.0r OPTIONS 0- S40 1t:lnbe , 1401NILBUR PLACE / AIRPORT INTERNATIONAL PLAZA / BOHEMIA. N.Y. 11716 / PHONE: 15161 567.7300 APPENDIX D TRACEABILITY DOCUMENTATION F R,Gt. MO. c •' SCO 1 T - MARR IN. INC • 7W1 THIRD ST.. UNIT 1 RIVERSIDE. CALIFORNIA 92507 REPORT OF ANALYSIS CUSTOMER ORDER NUMBER. 8398 DATE: 3 August 1984 CYLINDER NUMBER JJ770 COMPONENT Carbon Monoxide Air CYLINDER NUMBER COMPONENT CONCENTRATIONWO 5075 ± 50 ppm Balance CONCENTRATIONW0 CYLINDER NUMBER COMPONENT CONCENTRATIONN/0 Replicate 7/27/84 5075 ppm 8/3/84 5075 ppm Analysis 5100 ppm 5065 ppm Data 5080 lm 505� 'm Mean 5085 ppm 5065 ppm CYLINDER NUMBER COMPONENT CONCENTRATIONN/0 (The above analysis was performed in accordance with EPA Pro ocol ated 26389June neC15, ) (1978. The analysis is traceable to the National Bureau of Standards yi- (inder Number CAL1878 and sRM 2639, Cylinder Number CAL1368. The nf detection) (is catalytic methanat.ion of the Carbon Monoxide with subsequent ) (ionization as chromy flame ato ra h . CYLINDER NUMBER CYLINDER NUMBER COMPONENT CONCENTRATIONN/0 COMPONENT CONCENTRATIONWO ESKpiration date: 2/3/85 CYLINDER NUMBER CYLINDER NUMBER COMPONENT CONCENTRATIONWO COMPONENT CONCENTRATIONWVI -mv. Tam p a Instrumellij dull Center, Inc. VIE? (813) 870-0183 4807 N. Church Ave. Tampa, Fla., 33614 -lie of J111(,iPv(11011 OWNER OF ITEM ""TAL REPORT NO. Dul ITEM NIF H Li �,CHIAL NO Al MOEL E L NO. CALIBRATION DATE 22 Eeh- P4 RECALIBRATION DUE 85 TECHNICIAN n . PROCEDURE USED ENVIRONMENTAL CONDI [IONS— 'V , -- - - %RIH ITEM FOUND "VoTHIN TOLERANCE ❑ I W TOLL HANI. C (ADJUSTMENT REQ'D) 0 OUT OF TOLERANCL. HEI-AII-1 "ill L) ( JiNUPI-iiArivE UPON RECEIPT ITEM RETURNED, D.WITHIN TOLERANCE L] Coll I ji-i_ I jUr.- CHART SUPPLIED SPECIFICATIONSIREMARKS The above listed 1I)SIful"011 Iwo t)eeli JUIV Iv-,ied and inspected and fOU(j(j to Meet all puL)jlsjl,,I 1),ly�jcjI jlj,j )Ijetiting specifications STANDARDS USED IN THIS CALIBRATION ------------ M mFR. MODEL SEHIAI (9t, 0AIi CAL DUE REMARKS MFR. MOO' DUE REMAR KS MODEL DUE REI.AARKI L A PV4 , P Ila I �,n jul n 01 The accuracy Of the li directly Or indirectly ly traceable IL) 01 Ilul /Standards. K TIC INSP it I BY ❑ CALIBRATED AT LABORATORY [X)IN PLANT ( MOHILL UNII T"m jj 7Y r I i,_ - r 777 '14 VJ 7 !. M­,!,o�og TARIM, f-7 `t" -7 • J ti-., . fir... _r� � �....�,. l _ _..F .,._• .s..._ ._ . �. _ ., " t s('— t fi I I 1 ` (il9f?rlM CL cc ' fir_ \ "• y --w _ h. tr ! ._. i 1 ,K ^ M1yV-� _ ' y i. � s t � x �' x"M'- � o. � t .. a. Y' ` .� �- w.-. r~�. A �• :wok. .',p�„i ti '�r_ -.� c � t:7, _ ...,.., ... ..,. - - � '�• ' c,-�.�s�v� wr• .�. .tits � - aai w r } .-..__.. .. _ _. f it J f'�. _ - ix 'l �.vt-� `•'- •{y,!',',,,._:�s.,, � I Al 4 >r L>�.iab.,.u' yy '4 .d ' yi�'a', �,.' i,Ct Y Giwdr�a}'. +'..�«�V.e 1 rw . t r: \ 1 + du y i�a rs iM L .,yi.. an> 63 i�! k '+unq i . � � � � �� �t�ti � r t'� � 1 9 nr e xa V. w "° 'd pia t 1 ¢`.... , r � .•;+; �i��.,«.. i`a,':.",�.'�' �� � � ��, ��:��'i.�iic" �,�1*=. r:•^^�i�-`--=-. �.._._.. It,E>�ciczr ~;�:" �,i - ►Ez �, ,t.,.,�r.,,_ n�r�.�py-5 a .. [$'�,!('�° m',p `,` 1 .,' v•,,. ,.�3.. ry %d'j 1_i�.. i�ruiW.YL� ,.'Yyu:> tlx m Ilt� .t 4k�1 o Pn.Y 'yA''. aY:Ma.6 nx`�4�iCiC g t xaw�. Y*�' f+riltl .L Simi i. `' 'd"e.�u:iPda L 4 It }T Alk LlL . yy{ a 1 .. _,�i_y�.. •rYfSr _iw.JiS tea. pt-iy.�.: tW.uy;h�,-,�t�,q{yy-. _...s...i �I�`• J' Y .�. _. -F r "OTT !.- y. r f1� ��. �YOf•MM�-._�.�y4a4a..... wq+..-.F..,>r�..�..�•.� "f�y--�+. � ?4 "s t�, ttQ+r�" { a iWlYl:,/1w�iy+ :pr .!w*crie�i. _.j�. r . E l.'.e`�P is .>., �•,,a. � set. iinr crrc y.`< e" � fe zit. a� z Y + d Y^ t i- _. .. _.. . j � r � -� -�,�' ^' _ - ., .icy. �.. s,3. 1 : r..,,• J i {{ �__1_ i ,_ `r, 'J'A!• �,+� .-.. ,« _. ` J ,n{J�1.Li2 r r 'en .t � � ♦r. s <...� .'±'.�.___• w; .. = a-, "x,y f ..--_tr -w r vZ--}• . ��.. .. wu .�-. ._..._ _. _ �. SAY � [!. 1.•r. M� ti� �_ -- —__ f — � t5 t` . ... r,9 :. ...ir �'. ,.Y • mow..:-. ar-.r- ' k -— - - � _.. __.. i __ .. �..,.. t'' ...1 - --_-- ___... _ ...�.. --- _.__.+ .. .. ._.. r ... .. - .. ..7.. Irk .. ... •r•. •eft.•. _:. .ur ..n .,.. s- .w ..�.. ' 147 . 41 411- NF tt !4i i Sr L OCA rlOIV KV190045 S K, -24 c>L .4 1 Brickell Avenl-j(? Zoning Summary: P District Sill- --------- AO LAL A, Ofnv 160.376 SI 124.SS4 SF pw I,! A— F-- I 30'4r WVA #low Is•-z' 425 9.0 F AR (5-t 1,0 LUI A' 00 Osm is 23 11.0 "p, - A,, il 12 C PAC I IL 1,009 14--M 2-0 RaMIJ 7: 1.0 UCILL A P"Wkw "I Ul 23 wcx.— MO LOAD04C DOCt RaqWVd- I 0'11cv 12 4.0 LtitiQL 40.(103 - 100.f- Y (GLA) ReqwrR4 200.(YX V Proidd 1 BRICKELL A VENUE I Brickell ASI-�7,ociates, Ltd 1 Brickell A ventle Zoning S[JrT7fT7,'-4r'Y: District SPi- 5 A i.' LNL 0 k V.77e M U7 1 160.376SI f7et- J- A- 124.5". Sr Ap 4" 30'-tr t 14 20 --kl C. 5vsr 'f- 15 -tl I 5'4r SW, I t f rAv 'mt O—W 6.i5 6,25 7C, I Sn SO 10e O�S p S 25 NX7 S, 3M SF 1C. K Hw 2-4 f,4 C"I" parilng Srw� 2% 1 Ul . 23 w�.n 7, PId V1% e tw*: " 39% It 5W.OrK" -''-:Sr 4C.(W - 100,(X-. ':IJ (G LA) 2 3 KwC 10(j.0% - 200.0t. -If t i 7-,:.6,1 4DJ� OLi-I OIL L 0 A/111/0 20, BLO A4 L Project Area Summary to TRQ i E C� " A. k -, 1, A 0.11 1- (7 A.41 V--'— p--p— p— pcv; crcvlf'.:'x Re—' 7— A .­" LO WAII.ARLh k-pwm-d R. A i 1 1',! 1, A,'r. 1-- 1, - r�r.Re. -0— "T' ". Gl" 30 HQULARLA, km—u l C�" f A)- Pl—kied do R q., 4 1- -- 1 kI 'w 2 N1 of ft. tot C —1 1•' Pm,,,kV,d W— Are, f—. Pl- 9.(YY, , - . At fxk 6S! 4 . 4 )6 IX 0 (,SC . It 9 IKIC' f.I, I I.DV tF Mex —, Kw— Arra AM-- Im tA; M III f,' LAND I Xr V &M .r; .' 777-1-17N—.1 i__ Oz i Project Area Summary "I C'enn CST Nrr!,. •,-s i•,y+r•sa•,! Ar.a 7G.trr. F.z;xtCr ;tar. 26.C^;` IIR.MO CST i H—rl (T Ac R>rT r::rrl unr,ma 1Fi br,''t, tt-•r 'r,a i'J.W 173.SW GSF F'• T'A't'.Ij � � t .P.•,• 71.f!5f• h'u_�s v�rcc (h ;�rsu1 t4J.t5P _ F. L.o.rf:e�:.r..lT A• r,, a-T• tnr. bzis• ie-xk iL.ry?C tSS6S:�L 1.0::.3pOG5£ Teral 4rrxa Iw.l F AR Arta k n__c. f.r I (.!.A !re tx>r: pts'e rt-n::e•r+n aY �au.r■r!r C A'r- r. P., . F•� eH a'N 'M•r!.rr rr.A.. (l; A rv• P . r.-.. . 'Jd'. J't cx E'-.;f! G'.r 1a„ - ur -+• Ps:..x .r' eM rrr Ps +n...•u? ,.a .P-r,�P cn FAR of s +:tr•.'ea' trrPx O: n..�+ ! A F: s•' 3 :5 - rnrr r. r, rP. re.w. rxr rP.. •-. i Air•, + lo-;.i'c GSF. PS'[nyOP'', tk-•ri Art* . •' i,dA' G;i 1`; i R «P�"^d for P+rry ' SI rl MekrP r>t lt: i are a'PP a,v'. i Sf f oTneSx>r \rts, - r.:a r•;e a! flcx-F rra 6aT � v.:rasr,".r a Sf. mr u5 ru't�•d .3 FAR. h�+-:nri irex>_r Arr■ F—w 0,!".v Area Fx 2+W, A A . Jt. NC GSF a • 45.CM CST }t, .(xw G"t • 4 S TC GS F. L i j-K) S F A.— Alt,—..5 F AT cr 6-0.198 CST SCHWEBU - SHISK f%d °. • � r f ,~ INC. LA4D PI_AA "FV Ftar<!yF[t'- / P,., ill -r.; - t u ^ c,• .F^;.r ._,fcc \«.uq.ry, + Sw...r!-.• w. ::. 4+-P M FAr+,+, ri _._. _. __ _._ ___ __ ._._,___._ 1{� t� F.R.Q.Pe. Ns cr..., �' Ft_..d.. � •?f r,r -• ... .� yr a✓ � SAasf* 1 Project PAR R n�tr••., :r.. ..r r... t. i.:ll s-r a 7.5 b O!!a'tr ar;c.-rr•:r ll�,..r,!^.T I.bCt C. G—e IP.ri Vreri ,Sp a Fhecv-rCP-.rn�:,.., �yg TOIAi 62S 2. Pm)ci TAR a AFb 04 ■rea 6 25 ■ 160.376 CST 1 eeT :w■T gr 0. Prt+IQru (S" rtvw 't Are\ Strt*mafyl 1002 A . GM 1 t +, V ..i, !„, ! i t:u SITE SURVEY & ZO1 'JJNG SUMMARY Y ,Brickell ,,Avenue thit I C3. ij,vq -------- --- , AT AZ A Y)TICAl PIANTIRN & 4. CIPIOUTIll , c ILL BRICKELL A VENUE 11 Brickell Associates, Ltd. 74 Px� r,7171 ry I ok TA Ile it TZ, YL t let -7-7 0 -1k � � .v i Yak. u 1 - + • 71 + `_ i____.J � I '.. .�t a '� F,r. b .�'s.-.e iP -.X F.scseac 6t♦ LA -5- f f J --+ E-'..r t •fi ,4- {;.,.pl South • d ' f ' I it y rt4 ; i7i-' k.•r� f " t�f '"�� � - t 4 -1 sf t..,.f k9 brtsiw aE trt...I My r!} K y e t .. _�:x . �_ ..-t.__„r"is_ x .. -.. .. �:.. �„_ _. t - ' . .__ }� {4' ) • ''� Aw _ -• -..f. 1 .�,,,.ar �..lt '� 1' S Y v 1s ' ' ' Pr• ttQ�><n � - , x ���, ._�, y.! �� /„".' •'�d !' w ..#. - ,.V tj y.,.-.1.-•-.�.r� }� } .•�" �.$s- «__r. �_.mF.wi�:.ai s� .'�ri..,ki,k. ._ - - � — r'" i o i 14 _ z.. -'.t -- ]-'-1 4. .TF. .t +s -�- � _. •1�.i4v -'M� k ft y�. e6. •'{•. -:� �','i s;n .;: :. i' Y'``>. 1; 1. "'r •f+ - - �. rt6Ts,�I£ `si. t. ,.1.'... t t t ___• '-�—t ,�y 2 'a' l `. •'� - —1 � 4Rt,a4i. . ! _'rS' _''—�.a �,` �t ..., ,#' _._. 4 Y W • "-ir.'• w \:emu✓' d..:.:t - ,4.;.r] tt l: •. t ]zit i•.t r 'f •n t h„utf.�u;,..�U ['d._�11x' 0, Cat At 5outttEast t'Ith Strek-tFt�tiF: c A+rti,,,li{)t:'S .. FL I IV I �t t" r - .t Grao l.vt Ire - .{ ti;: w.lwt;z".f]O i • •.T ` r :. •; � t4t;.17a SF Su.V)U .t - l:.i it!4T lht,11Z t,. cuv - ;,t'.76 A1Y1._. GROUND FLOOR PARKING ,& PLAZA RLA)°`. Morph y9,1a i, Loaning Dock Level :if-, a __ ---------- I STALL DINA LIN, SION S I+ C� is Ile- STRIPING DEJAII i PIVYKINC ARLA SUONLARY :jj Level 2 :4 Typical Above Grade Perking Ak- PUT" Retail Level I y BMCKELL A L RETAIL AREA SUMMARY x; e n 1 4.: t je i a6 ;I a i t £ u�r I 7Nrr I �lk, li4l'. I, I i ., Lowrise Hotel Plan --- ------- 7 I L - 1-77 L= ef7 ---------- T--h- 7 Typical Guest Room Suite Plan Lowrise Hotel Plan r7. A 1-4 PLA-�N-S , r IlomEt4"t AT ► ,mic OUTDOOR OUTDOOR r l s , DAYCARE AREA. t 22,500 CST r 4*4 INDOOR DAYCARE AREA ---- --• I 9,000 CSi i[. 1 r 4ti FlopAtNAVE A T EW, A. ou'1000% ItISIALIRAN- i L k 2-� OUTDOOR DAYCARE AREA' 22,500 CSF v Is INDOOR DAYCARE AREA 1,000 Of 41 If A .......... L� 7 Lowrise Office Plan A Hotel Lobby 1111 BRICKELL A VENUE Ifigivise Office Plan Highrise OM -11",d I -Iftr BRICKELL A VENUE Irk-glIASSO-aLlates. Ltd. m 7-1 Highrise Office Plan 7- HIgMse Office Plan Roof & Building Geometry Plan filglufte Office Pim 4 Roof & Building Geometry Plan ?1 y 1 Brickell A,I rook tc u, l.fc,1. � , t7 _4 IH 1-7 Tq At� -MINIM -1 J BL Ai AL Brickell Avenue Ete I m WERIOR SIDE YARD SPACINC _ Rr4u,red Ss'•,t—n 2013,h(b1 frowdrd 45 f ' 0 t I PACJNC; IL LNTIRIOR SIDL YARD SPACLNL Providtd lob n i mm i—M no �I1 srrrn• ■�rH' E I AW. , n. MU AP 10 44- .. . .. .. ... 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WINliilr�artr 1Y1Ilt•1,��1 �/MW ICI t w■�r�.+■.� - _-- 5i ra�r;�S■�e'1a 1Q�111 i. 1 NMI ukilN Bawl 1l 1N#i ■r 11 I�l11IM 4111111i#;l t ! ! 1 6011#�p �___�1� .. t 111111�1 NI Failivo_ 1111ilill l # 01 Wil all limitslimitst r 1 r � .1 e lb•NdN011�1001avowal 122:111111mini➢C 62d MIX 0111111 ii C ...� 4 z 'aIr. 5 N 1� f10 � Y '��� 5.`r ` i a � ` � � �`�� i � �w�•�i �t Eli � �. ,.. ` r,.�� �. 1 #q 1. 100 11 fa t 114tim. `; 01;IWAIII, lot, lot$ lot got 00111"I Is lot 1011,1100 �mill�lot lot limit 1 1 got 2 �� 41111 $� # t i s VMS Wx.AM ° + 1 I 1 11611ow1!!1�1 �o is Q 9.�1 1111111 �sftv� gas Awl Imf N100 O Oki AN �� lW�� 11�1 � a lot 0 4toil Sao sof ifs'ejul 'owl 1;e11� M11�rlr11��1� ut t, �' ;I owl Omsk ling j _ 1if1 SOW 9l i trimllli vr*jilI tli4�k''11'1AI�#1 !lll,: �%1 OW M W 4w- W1WWW IN ISM A ww ,s1111198 MIND� No 0 wow Vim,;. «+.. `.��iR ci • r� Mal Is MUM � season onwass Noss>�s., ssstss Bills 1 , �IMIK. -rsrss�c., suss $spans 1wssas museum,-' usses _ U11M,t t f oil NNIONS .� as�rtsi�iwr� r■ A on Ir, I ON �� ��tl�rrtrr�irriArrr��l �srk I sonsmn*-.-Ii mannows masons �.�■� ; s����� ■���r�� ������ -mammon Ilk 1111% egg �Y, I '� ;Lp 4 xi `IQ NP, Ell"Y" MY -04 _- �� ,� ��.,� �h -�, ���= � �., ... r ��, 11� � I ft is F F ME I • • • • • • • • !9�i u! e �•." II f .^ I I . R S{ vli, �r aX{ iA 1111 BRICKELL /4VENUE - i 1 srj@Wl Asaocietss� Ltd IM• - PArMN(I lRrTAIL ATRIt vl ' � �' .�� i omaAccEs F R(TAJI, WAR Y., ipT 17ASL ACCESS Ir'; larr Ao FARMNC t f v, o n �YR + 1 + j d 1 OFF 11,14 71 T _ - --_. _ lip,• • rt _ i I { --�' --- y f� I .bc i { � N + � • • • I I NOTEI IOBPY I T[RRAQ PARKNG VARKING LARKING l'S L`f a r PARKING PARKING.) ` '! I.I '• PARKING b i Rf TAIL ATR1I11R' 17 RETAtt y -- z TTTT x x RETAIL y x- - ZIA* �Elkl ACGE55 �� �' i' I • • � PARKING —i;•^" — EIEV. 0.0 • • —r / i / xx SECTION — Mur,�►h�r/_,