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HomeMy WebLinkAboutTraffic Impact Analysis•ijP • • NSPORT ANALYSIS PROFESSIONALS, INC. 8701 S.W. 137th AVENUE • SUITE 210 • MIAMI. FL 33183-4498 • TEL 305/385-0777 • FAX 305/385-9997 FAX & MAIL July 2, 2002 Mr. Clark P. Turner Chief, Community Planning City of Miami Planning Building & Zoning Department 444 SW 2nd Avenue Third Floor Miami, Florida 33130 RE: One Miami — Traffic Report Major Use Special Permit Dear Mr. Turner: Transport Analysis Professionals, Inc., (TAP) has been requested to prepare a traffic report regarding the proposed One Miami development near the Dupont Plaza area in downtown Miami. The proposed development will be located on three city blocks known as tracts B, C and D (Per Attached Figure). The purpose of this traffic report is to depict traffic conditions between a proposed new development and a development that was never built, but was approved by the city in a MUSP application. The approved MUSP traffic report (attached) was performed by David Plummer and Associates --Master Traffic Study for Major Conditional Use Permit (The Plummer Report) and submitted to the city in September 1998 and subsequently upgraded with new data in July 2000. Background The approved aforementioned MUSP is for a development that included tracts A, B, C and D, adjacent to the Dupont Plaza Hotel in downtown Miami. (The proposed new development does not include tract A.) The approved MUSP included the following land uses and their respective size. Hotel — 300 Rooms Retail — 400,000 sf Condos — 300 Units Apartments — 1,200 Units Office —1,200,000 sf Planning • Design and Engineering . Accident Reconstruction • State of Florida EB 3766 • • Mr. Clark P. Turner July 2, 2002 Page 2 The trip generation for the approved MUSP development used trip rates that were approved by the South Florida Regional Planning Council as part of the Downtown Miami DRI in September 1994. The rates are also known as Increment One Rates as published in SFRPC's Attachment D-2 and shown in The Plummer Report as Exhibit 5 -Trip Generation, in the approved MUSP for the One Miami project. The rates include a reduction of primary trips to account for internal, transit and pass -by characteristics for all proposed land uses in Downtown Miami, The Plummer Report estimated that 1,202 new primary trips would be generated by the proposed and approved One Miami project for tracts A through D. The report analyzed existing conditions for the following intersections and roadway links: Intersections: SE 2nd Avenue & SE 2nd Street SE 3rd Avenue & SE 2nd Street SE 2nd Avenue & SE 3rd Street SE 3`d Avenue & SE 3rd Street SE 2nd Avenue & SE 4th Street SE 3`d Avenue and SE 4th Street Biscayne Boulevard & SE 3rd Street Links: Biscayne Boulevard just north of SE 2nd Street Brickell Avenue just south of SE 4th Street SE 2nd Avenue just north of SE 2nd Street SE 2nd Street just west of SE 2nd Avenue SE 3`d Street just west of SE 2nd Avenue In March 2000, David Plummer and Associates produced a preliminary plan for the city of Miami called the Revitalization of the Economic Gateway to Downtown Miami. The plan outlines possible two-way traffic patterns where one-way patterns exist today. Also, the plan suggests other possible changes such as, acquiring additional right of way and relocating the MetroMover. The New One Miami Development The new One Miami project will be considerably smaller than the approved development discussed above. At this writing, the following land uses are being considered: Tract C: Residential - 450 units Athletic Club - 15,000 sf Retail - 38,275 sf o e • Mr. Clark P. Turner July 2, 2002 Page 3 Tract B - Entertainment Complex: - Retail - 50,000 sf - Theaters - 70,000 sf Tract D: - Residential - 650 Units Retail - 27,025 sf Tract B: - Residential — 400 units Retail - 31,000 sf A summary of all uses is as follows: Residential - 1,500 Units Retail & Theater - 216,300 sf Athletic Club - 15,000 sf Trip Generation The estimated trip generation between the existing/approved MUSP and the proposed new One Miami development is as follows: (Note: The number of seats for the theater are not known at this time. 1TE rates for square feet were used and reduced by 50% to account for internal, transit and pass -by trips. PM Peak Hour Estimated Trip Generation Volume Using Increment One DRI Rates Approved Proposed Land Use One Miami One Miami Hotel* 72 N/A Retail 208 76 Condos 41 54 Apartments 163 150 Theater N/A 133 Office 718 N/A Totals 1,202 413 " Includes 100,000 sf Conference Center. • or • Mr. Clark P. Turner July 2, 2002 Page 4 As can be seen above, the proposed new One Miami project without the office component will generate about 66% less traffic than the formerly approved One Miami development. Future Considerations The proposed development will be designed to accommodate either the existing one-way or the proposed two-way traffic circulation. At this juncture, the developer is ready to move forward with the development plan to work with the one-way traffic pattern with the thought that a two-way plan may be in place prior to obtaining construction permits for the city. However, the developer is in full support of the two-way traffic patterns, if deemed to be acceptable by the city. RPE/mp/2718 cc: Robert Moreira Timothy Weller Bruce Brosch Sincerely, TRANSPORT ANALYSIS PROFESSIONALS, INC. E.B. No. 3766 Richard P. Eichinger Senior Traffic Engineer N.T.S. SF2ST DUPONT PLAZA HOTEL MIAMI RIVER BAYFRONT PARK FIRST UNION BUILDING CHOPIN PLAZA INTERCONTINE OFFICE • INTERCONTINENTAL HOTEL A (NOT A PART OF) BIS .LVD AY BISCAYNE BAY ❑I> V jj;,, iri AriSP'Olir ANAI YSIS 1,R{1PESS IOTTAL5 One Miami Site Location LEGEND ONE MIAMI PROJECT PARCEL DESIGNATION TRAFFIC LANE DESIGNATION TRAFFIC SIGNAL ,_____r --,,,, ONE M IAML e ONE MIAM1 - MASTER TRAFFIC STUDY FOR MAJOR USE SPECIAL PERMIT (MUSP1 • Project #98157 TRAF3.RPT September 8, 1998 • Prepared by: David Plummer & Associates, inc. 1750 Ponce de Leon Boulevard Coral Gables, FL 33134 ONI=MIAM1.. TABLE OF CONTENTS EXECUTIVE SUMMARY ES-1 1.0 INTRODUCTION 1 1.1 Project Background 1 1.2 Study Objective 1 1.3 Study Area and Methodology 3 2.0 DATA COLLECTION 4 2.1 Existing Street Network 4 2.2 Existing Traffic Volumes 8 2.3 Available Transit Services 9 2.4 Existing Pedestrian Services 9 3.0 FUTURE TRAFFIC CONDITIONS 11 3.1 Site Trip Generation 11 3.2 Modai Split/Transit Services 12 3.3 Committed Projects 12 3.4 Trip Assignment and Distribution 14 3.5 Future Roadway Traffic Volumes 16 3.6 Planned Roadway and Transit Improvements 16 3.7 Urbanized Street System 18 4.0 CONCLUSION 19 • • • • ON[ M IAM1.. LIST OF EXHIBITS Exhibit 1 - Location Map 2 Exhibit 2 - Summary of One Miami Development Plan 1 Exhibit 3 - Existing Lane Configuration and Right -of -Way 5 Exhibit 4 - Summary of the 1998 Study Roadways Traffic Volume Conditions 8 Exhibit 5 - Project Trip Generation 11 Exhibit 6 - Summary of Committed and Proposed Developments in Downtown Miami 13 Exhibit 7 - Cardinal Distribution for TAZ 664 & 665 15 Exhibit 8 - Project Trip Assignment 15 Exhibit 9 - DDA Recommended Priority Transportation Improvements 16 APPENDICES Appendix A - Appendix B - Appendix C - Appendix D - Appendix E - Appendix F - Appendix G - 1998 Raw Traffic Volume Count 1997 Weekly Volume Factor Category Report 1997 Weekly Axle Factor Category Report Transit Routes Serving Downtown Miami Attachment D1: Trip Generation Rates for Downtown DRI Mode Splits in the Downtown DRI Cardinal Trip Distribution • • ON{MIAML,. EXECUTIVE SUMMARY One Miami (ONE M►AM1) project is a proposed mixed use development located in Downtown Miami, Florida. The development plan consists of a 300-room hotel, 400,000 square feet (SF) of retail, 300 condominium units, 1,200 rental apartment units, and 1,200,000 SF of office space. The proposed project would occupy four parcels of land adjacent to the DuPont Plaza Hotel in Downtown Miami. Parking spaces will be provided consistent with the requirements of the City of Miami. Parking beyond that required for the land uses will be provided to replace the on -site spaces eliminated by this development. An assessment of the traffic conditions and parameters associated with One Miami was performed in consultation with the City of Miami. This report is the Master Traffic Study. The traffic conditions and parameters in the project area are established in this study. This will be the basis for the traffic studies required for the project build -out and construction phases which will be part of subsequent Major Use Special Permit (MUSP) process. This Master Traffic Study describes existing and future traffic conditions on the subject roadway segments (links) and includes descriptions of the major roadways serving the project sites. Existing and future transit and pedestrian conditions in the downtown area, as well as the project site, are also presented. The trips generated by the proposed development were estimated using the trip generation rates established by the Downtown Miami Development of Regional Impact (DRI). It was estimated that the proposed project would generate approximately 1,202 motor vehicles per hour during the PM peak period. Transit and pedestrian trips to the project may increase in the future as the City becomes more urbanized. However, adjustments to the trip generation rates established in the Downtown Miami DRI to compensate for the anticipated increase in transit and pedestrian rates were not considered for this study. A list of committed developments Miami One Center - Master Traffic Study ES -I • • • ON{MIAML in the area was identified. Recommended priority transportation improvement projects in Downtown Miami for the next 10 years were also listed in this study. The existing street network surrounding the project site is a one-way system. This system provides an effective movement of traffic from the 1-95 Ramps to Downtown Miami. There has been recent recognition that the existing street system favors the morning arrival trips. A build out traffic analysis for this project will be submitted to the City at the time that building plans are submitted to the City in connection with the anticipated MUSP modifications. At such time, a detailed traffic analysis will be submitted with a recommendation regarding possible upgrades to the existing street system. Miami One Center - Master Traffic Study ES-2 • • ONEMIAML 1.0 INTRODUCTION 1.1 Project Background The proposed project, referred to as One Miami, would occupy four parcels of land adjacent to the DuPont Plaza Hotel in Downtown Miami. Exhibit 1 shows the proposed project location. The development plan (summarized in Exhibit 2) consists of several buildings that include a 300-room hotel, 400,000 square feet (SF) retail, 300 condominium units, 1,200 rental apartment units, and 1,200,000 SF office space. The proposed plan would provide parking spaces for each land use as required by the City. Additional parking will also be provided to replace the on -site spaces eliminated by the proposed development. Exhibit 2: Summary of One Miami Development Plan Land Use No. Of Units No. of Parking Hotel 300 Rooms 225 Conference Center 100,000 Square 100 High -Rise Condominiums 300 Dwelling Units 600 High -Rise Apartments 1,200 Dwelling Units 1,500 Office 1,200,000 Square 2,000 Retail 400,000 Square 900 Commercial Parking 1,675 Total Parking 7,000 1.2 Study Objective The objective of this Master Traffic Study is to define the transportation conditions in the project area. The transportation conditions will be the basis for the build out and incremental traffic studies required in the Major Use Special Permit (MUSP) process. One Miami - Master Traffic Study Page 1 • • • ON{MIAMI_ { NI?? 212 JACKSON! MEMORIAL�—.—.��� HOSPITAL1 �1 OE 15sr 3 sr F le ST. s STI E ST 3 Srf 2 Sr €,€ I �I u.■1■_i1 tpa,3/4V111 NMI 1-- 9 sr NE1 ST BtSCAYNE ISLAND n YJ![7TfNG: vuommmmom SW1 sr 1ST - I .11 i s 11.111M1 ? I 141.1111051am..•- a r ArkW.111 ✓1� SWI11 -41** ss • • WAT30N ISLAND R1CKELL KEY LEGEND STUDY AREA Pa MIAMI ONE CENTRE MASTER TRAFFIC STUDY LOCATION MAP IT 1 2 • • ON{MIAM1.. 1.3 Study Area and Methodology The scope and methodology for this study were developed in consultation with the City of Miami's planning staff. It was agreed that this Master Traffic Study would identify the following transportation conditions: • Existing street network • Existing traffic volumes • Available transit service • Existing pedestrian service • Site trip generation • Trip distribution • Modal split/transit service • Committed projects • Planned roadway and transit improvements • Urbanized street systems This study describes the existing traffic conditions along the roadway segments (links) located at the perimeter of the project area that control the inbound and outbound traffic. The Gateway streets and the major roadway segments investigated in this study were: • Brickell Avenue south of SE 4th Street, • SE 2nd Avenue north of SE 2nd Street, • SE 2nd Street west of SE 2nd Avenue, • Biscayne Boulevard north of SE 2nd Street, and • SE 3rd Streetll-95 ramps west of SE 2nd Avenue. One Miami - Master Traffic Study Page 3 • ON{MIAM1. 2.0 DATA COLLECTION 2.1 Existing Street Network The major roadways serving and adjacent to the project site are state designated routes (Brickell Avenue, SE 2 Street, SE 2 Avenue, Biscayne Boulevard, and SE 4th Street/Biscayne Boulevard Way). The rights -of -way (R-O-W) along these roads are public dedications, but are not the State's R-O-W. Nevertheless, the FDOT is responsible for the operation of these routes with the exception of SE 3rd Street and SE 3rd Avenue. These two roadways are public dedications under the City's jurisdiction. Exhibit 3 shows the existing rights -of -way and lane configurations within the project area. Brickell Avenue Brickell Avenue is one of the major arterials in Downtown Miami and connects the Central Business District (CBD) and the Brickell Area. It is a 6-lane, divided roadway with a raised median. Brickell Avenue in the immediate vicinity to the project site (south of SE 4th Street over the Miami River) operates as a two-way, 5-lane (2- northbound lanes and 3-southbound lanes), divided roadway. The bridge is 6 lanes wide but the northbound lanes narrow to 2 lanes due to right-of-way constraints. The roadway then widens to a 6-lane divided section with a landscaped median south of the Miami River. The extension of Brickell Avenue north of SE 4th Street is SE 2nd Avenue. Northbound traffic on Brickell Avenue must turn right onto eastbound SE 4th Street, which extends east to become Biscayne Boulevard Way. The posted speed limit is 30 miles per hour (mph). On -street parking is not permitted along Brickell Avenue within the study limits. One Miami - Master Traffic Study Page 4 • • • D. SE. 2 ST MIAMI RIVER BISCAYNE BAY BAYFRONT PARK LEGEND I"-a-1 PROJECT SITE - - • - RIG3IT OF WAY 40 TRAFFIC SIGNAL v ici p '0.01111111111100----- DAVID PEUIR 8 ASSOC I ATES, INC. TWq/Q7L11W . CIMIL • 11MKNUL • (NYIOp,l41111L rr MIAMI ONE CENTRE EXISTING LANE CONFIGURATION AND RIGHT OF WAY 1114181 3 5 • • • ONEMIAM1 Biscayne Boulevard Biscayne Boulevard is also a major arterial in Downtown Miami. It is a two-way, divided arterial. The number of lanes varies from 6 to 8 within the downtown area. Biscayne Boulevard between SE 2nd Street and NE 5th Street has a wide median, which is operated as municipal parking lots by the Miami Parking System. It provides the CBD area with connectivity to 1-395 and Miami Beach. On -street metered parking is permitted on limited portions of the Biscayne Boulevard southbound approach. The elevated Metromover runs along the Biscayne Boulevard median between SE 2nd Street and NE lst Street. The Metromover's Bayfront Park Station is located on Biscayne Boulevard in the vicinity of SE 2nd Street. Biscayne Boulevard becomes a one-way northbound roadway in the immediate vicinity of the project site (between SE 4th Street and SE 2nd Street). The posted speed limit within the study area is 30 mph. SE/NE 2nd Avenue SE/NE 2nd Avenue is a 3-lane, one-way southbound roadway that provides Downtown Miami with access to the interstate highways 1-395 and 1-95. The number of lanes in the immediate vicinity of the study area varies from 3 (north of SE 2nd Street) to 5 lanes (between SE 3rd Street and SE 4th Street). SE 2nd Avenue provides access to the 1-95 ramps via SE 3rd Street. SE 2nd Avenue extends south of SE 4th Street to become Brickell Avenue. On -street parking is not permitted on either side of SE 2nd Avenue. The posted speed limit is 30 mph. SE/NE 3rd Avenue SE 3rd Avenue is a 3-lane, one-way northbound arterial between SE 4th Street to the south and Flagler Street to the north. It becomes NE 3rd Avenue north of Flagler One Miami - Master Traffic Study Page 6 • • ON{ MIAMI. Street and terminates at NE 2nd Street. On -street parking is permitted on certain portions of SE 3rd Avenue. The posted speed limit is 30 mph. SE 2nd Street SE 2nd Street is a westbound one-way street. It starts as a 5-lane section between Biscayne Boulevard and SE 3rd Avenue, and narrows to 2 lanes west of SE 2nd Avenue. A substantial percentage of SE 2nd Avenue traffic is destined for 1-95 via SE 2nd Avenue and SE 3rd Street. The posted speed limit is 30 mph. On -street parking is not permitted along SE 2nd Street within the study limits. SE 3rd Street SE 3rd Street west of SE 2nd Avenue is a two-way, 4-lane, divided roadway with a posted speed limit of 30 mph. SE 3rd Street provides direct access (on-ramp/off- ramp) to 1-95. The Miami Metromover is located centerline of SE 3rd Street between SE 2nd Avenue and Biscayne Boulevard. SE 3rd Street is a 2-lane: one-way eastbound roadway east of SE 2nd Avenue and is divided by the Metromover's elevated rail structure. On -street parking is not permitted on either sides of the roadway. SE 4th Street/Biscayne Boulevard Way SE 4th Street is a 4-lane, one-way eastbound roadway between SE 2nd Avenue and SE 3rd Avenue. It extends east to become Biscayne Boulevard Way between SE 3rd Avenue and Biscayne Boulevard. Biscayne Boulevard Way is a 2-lane, one-way eastbound roadway. SE 4th Street/Biscayne Boulevard Way is the main access for Brickell Avenue traffic heading north into the CBD area via Biscayne Boulevard. On - street metered parking is permitted on both sides of Biscayne Boulevard Way. The posted speed limit is 30 mph. One Miami - Master Traffic Study Page 7 • • ON{ MIAMI.. 2.2 Existing Traffic Volumes Twenty-four hour traffic volume counts were obtained by counting machines located at the study area main access roadways serving the project site (raw traffic volume counts are presented in Appendix A): Biscayne Boulevard, Brickell Avenue, SE 2nd Avenue, SE 2nd Street, and SE 3rd Street/I-95 ramps. Volume adjustment factors were obtained from the Florida Department of Transportation (FDOT) (see Appendix B for details). A volume adjustment factor of 1.02 (for 1997 Dade Countywide) which corresponds to the date of the count and a weekly axle factor of 0.99 (for Biscayne Boulevard, see Appendix C) were used to adjust the raw traffic counts to average annual conditions. Exhibit 4 provides a summary of the 1998 average annual daily traffic (AADT) counts and peak period traffic volumes for the locations counted for this study. Exhibit 4: Summary of the 1998 Study Roadways Traffic Volume Conditions Roadway AADT AM Peak PM Peak K-Factor D-Factor Biscayne Boulevard just 2,220 vph 2,619 vph 51% north of SE 2nd St. 31,400 (8:15 - 9:15) (5:00 - 6:00) 8.3% SB Brickelt Avenue 2,730 vph 2,801 vph 55% just south of SE 4th St. 34 140 (8:15 - 9:15) (5:00 - 6:00) 8.2% • SB SE 2nd Avenue 653 vph 704 vph 100% just north of SE 2nd St. 7 760 (8:30 - 9:30) (5:15 - 6:15) 9 1 % SB SE 2nd Street 574 vph 480 vph 100% just west of SE 2nd Ave 6 040 (8:15 - 9:15) (5:15 - 6:15) 9 SQ/o WB SE 3rd Street 3,249 vph 2,395 vph 63% just west of SE 2nd Ave 31,620 (8:15 - 9:15) (5:15 - 6:15) 10.3% WB Notes The FDOT Weekly Volume Adjustment Factor was used based on the Countywide category. AADT - Average Annual Daily Traffic (2-way) = Average Daily Traffic (ADT) x Seasonal Factor (SF) x Axle Factor (AF) vph - Vehicles per hour D - peak hour directional distribution percentage K - peak to daily ratio SB - Southbound WB - Westbound One Miami - Master Traffic Study Page 8 • • ON{MIAML 2.3 Available Transit Services Downtown Miami is one of the areas in Miami -Dade County that is well served by transit services such as Metrobus, Metrorail, and Metromover. There are several Metrobus routes serving the downtown area. The Metrorail Government Centre Station is the busiest station in the County and is the terminus for northbound and sorthbound trips. Metromover serves the downtown area with several stations within the CBD and Brickeli Areas. Appendix D shows the existing Metromover, Metrobus, and Metrorail service routes in Downtown Miami. The area where the proposed project is located is also well served by several bus routes including routes S, 48, and 95. During the PM Peak period these routes operate at different schedules and have headways ranging between 5 and 60 minutes. The James L. Knight Convention Centre Metromover Station and Bayfront Park Metromover Station are located within a walking distance of the project site. 2.4 Existing Pedestrian Services Pedestrian activity is an essential element in the Downtown Miami area. There is currently significant pedestrian activities within the downtown area. The one-way system of streets within the site area makes pedestrian movement uncomfortable. Due to the nature and location of the project, pedestrian activity between the project's various land uses, the Miami Central Business District (CBD), and other nearby destinations should be an important factor. There are several proposed projects that are geared toward improving pedestrian linkages in the downtown area. Examples of these project include the Riverwalk, One Miami - Master Traffic Study Page 9 • • • ON{vi1AM1. Baywalk, Flagler Street roadway improvements, and pedestrian crosswalks on Biscayne Boulevard at 4th Street, 7th Street, and 9th Street. Another proposed project is the enhancement of the critical linkages under the 1-395 Expressway overpass north of the Performing Arts Centre at Biscayne Boulevard, NE 2nd Avenue, NE 1st Avenue, and Miami Avenue (source: City News Miami newsletter by DDA). Several roadways in Downtown Miami were identified as current or future "Major Pedestrian Linkages" between parking reserves and other destinations (source: City News Miami newsletter by DDA). These are: SE 4th Street, SE 3rd Avenue, SE 2nd Street, Biscayne Boulevard, NE 4th Street, NE 7th Street, and NE 9th Street. In conclusion, the Downtown Miami area, as well as the project area experience a significant pedestrian activity. This pedestrian activity is expected to increase in the future as a result of several improvement programs and plans. One Miami - Master Traffic Study Page 10 • • ON{MIAML. 3.0 FUTURE TRAFFIC CONDITIONS 3.1 Site Trip Generation Trip generation for the project was estimated using the rates published in Attachment D-2: Downtown Miami DRI Facilities Trip Generation Analysis in the Notification of Proposed Change (NOPC) to the Downtown Miami DRI, submitted to the South Florida Regional Planning Council on September, 1994 (see Appendix E). The vehicular directional split (in/out) was estimated based on the percentages published by the Institute of Transportation Engineers (ITE), Trip Generation, Sixth Edition, for similar land uses_ A trip generation summary for the project for a weekday PM peak hour is provided in Exhibit 5. Exhibit 5 - Project Trip Generationw The One Miami Developments PM Peak Period Vehicle Trips(2) Land Use Designation # Units Rate per Unit {1} Total In Out Hotel 300 Rooms 0.202000 61 24 37 Conference Center(3) 100,000 SF 0.000114 11 2 9 High -Rise Condominiums 300 DU 0.1360563 41 25 16 High -Rise Apartments 1,200 DU 0.1360563 163 99 64 Office 1,200,000 SF 0.0005985 718 122 596 Retail 400,000 SF 0.000519 ' 208 89 119 TOTAL VEHICLE TRIPS{4} __.s _ 1,202 361 805 I (1) Based on rates published in Attachment D-2: Downtown Miami DRI facilities Trip Generation Analysis in the Notification of Proposed Change (NOPC) to the Downtown Miami DRI, submitted to the South Florida Regional Planning Council on September, 1994. (2) The entrance/exit split was based on the Institute of Transportation Engineers (1TE), Trip Generation, 6th Edition, 1998. (3) The PM peak hour directional split for the conference center was estimated at 20% inbound and 80% outbound. (4) The traffic generated by the existing at -grade parking is already included in the traffic stream. This traffic would be part of the driveway volume and should not be added to the existing volume. One Miami - Master Traffic Study Page 11 • • ONLMIAM1 The redevelopment of this land will eliminate some existing privately operated at grade parking. This existing parking serves the other land uses in the area. This other site parking service will be maintained on the project by placing 1,675 additional spaces within the structured parking facilities. These spaces, where volume is already in the existing traffic stream, will be available to these present users. 3.2 Mod& SplitfTransit Services Assumptions on transit trips, pedestrians, and internal trips are accounted for in the trip generation rates published in Attachment D-2 of the Downtown Miami DRI-NOPC (see Appendix F). However, it is likely that these percentages may increase with the proposed changes in Downtown Miami, such as improved pedestrian linkages and shuttle bus services. Furthermore, a new Metromover station may be constructed along SE 3rd Street, adjacent to the project site. This proposed new station is the responsibility of the Miami -Dade Transit Authority (MDTA) which will make the final decision on this matter. If this proposed Metromover Station is approved, transit ridership to the project area would increase. it is anticipated that transit ridership to the project area would be increased by 10 to 30 percent over the current rates. (Note this is a ridership increase - not a motor vehicle reduction). This increase in transit ridership will be agreed upon with MDTA if the proposed station is approved. However, as shown in Exhibit 5, trip generation rates published in Attachment D-2 were used without any adjustments for future conditions. 3.3 Committed Projects The Miami Downtown Development Authority (DDA) has identified committed developments in the downtown area. These projects were listed in several issues of the DDA newsletter: City News - Miami. These projects are summarized and divided into either north of the Miami River or south of the river, as shown in Exhibit 6. One Miami - Master Traffic Study Page 12 • • ON{MIAM1,. Exhibit 6: Summary of Committed and Proposed Developments in Downtown Miami Project Location 1 Size North of Miami River 1) Residential Miramar Centre NE 17 St. and Bayshore Dr. 746 Apartments Poinciana Village N/A N/A Sawyer's Walk NW 2 Ave and NW 7 St. 602 Condominiums Metropol Building NE 2 Ave and NE 2nd St 30 Rental Rehab Olympia Building SE 1 Ave and SE 2 St. 10 Rental Rehab 2) World Trade Centre N/A Offices, show rooms, hotel, retail, restaurant, convention, and exhibit halls. 3) Offices N/A N/A 4) Retail N/A N/A 5) Hotel N/A N/A 6) Recreational American Airlines Arena Biscayne Blvd./Port Boulevard 15,000 SF retail, 500-seat restaurant, 37,500 SF office, and 19,600-seat arena. Performing Arts Center NE 2 Ave and Biscayne Concert Hall & Opera South of Miami River 1) Residential Brickell on the River SE 2nd Ave and SE 5th St. 325 hotel rooms, 508 residential units, 106 apartments, and 17,426 SF of office Brickell Point N/A 599 residential units and 14,062 SF of retail/restaurant Courvoisier Courts SE 7th Street/Brickell Key Dr 272 Apartments Tequesta II & III N/A N/A One Miami - Master Traffic Study Page 13 so OW{MIAML.. Project Location Size The Yacht Club Brickell / Bayshore Drive 356 Apartments, 7,807 SF of retail 14th Brickell West N/A N/A Fortune House N/A 297 residential units and 3,335 SF retail/commercial Brickell Bay Plaza Brickell 641 residential units and 1,149 SF retail/restaurant 2) Offices N/A N/A 3) Retail N/A N/A 4) Hotel N/A N/A J W Marriot Brickell 302 hotel rooms , NIA - Not available at this time. 3.4 Trip Assignment and Distribution Project trips were distributed and assigned to the roadways providing the main access to the study area using the average Cardinal Trip Distribution for traffic analysis zones (TAZ) 664 and 665, where the proposed project is located. Exhibit 7 shows the summary of trip distribution for both TAZs (detailed cardinal trip distribution is shown in Appendix G). The Cardinal Trip Distribution, as published by the Miami Urban Area Transportation Study (MUATS), gives a generalized directional distribution of trips from a TAZ to other parts of Miami -Dade County. For estimating trip distribution for the project, consideration was given to conditions such as the roadway network accessed by the project, roadways available to travel in the desired direction, and attractiveness of traveling on a specific roadway. The resulting project trip assignment on the impacted roadway segments is shown in Exhibits 8. One Miami - Master Traffic Study Page 14 • • • ON[ Exhibit 7 - Cardinal Distribution for TAZ 664 & 665 Cardinal Direction Distribution NNE 11.86% ENE 6.14% ESE 0.96% SSE 1.50% SSW 12.24% WSW 25.86% WNW 20.40% NNW 21.08% Total 100.00% Exhibit 8: Project Trip Assignment Roadway Segment Percent of Project Traffic Entrance Exit Biscayne Boulevard north of SE 2nd St. 18% (SB) 28% (NB) Brickell Avenue south of SE 4th St. 28% (NB) 28% (SB) SE 2nd Avenue north of SE 2nd St. 21% (SB) N/A* SE 2nd Street west of SE 2nd Ave N/A* 11 % (WB) SE 3rd Street west of SE 2nd Ave 33% (EB) 33% (WB) Total 100% 100% (*) N/A: Not applicable because roadway is a one-way street One Miami - Master Traffic Study Page 15 • • • ON{ MIAML 3.6 Future Roadway Traffic Volumes The proposed development and proposed project traffic volumes would be added to the existing traffic volumes to obtain the total future link volumes. 3.6 Planned Roadway and Transit Improvements The Miami DDA has identified recommended priority transportation improvements for the next 10 years. These recommended improvements include: • project plans by local government and private developers, • new project proposals to meet specific transportation needs, and • project proposals that encourage revitalization, urban infill development and provide important pedestrian linkages. Exhibit 9 shows the recommended phase priority transportation improvements projects. Exhibit 9: DDA Recommended Priority Transportation Improvements r) First Phase Priorities (next 1 - 3'Years) Second Phase Priorities (next 4 - 6 Years) Third Phase Priorities (next 7 - 10 Years) Roadway Biscayne Boulevard: widening and modification 1-395 Expressway: reconstruction 1-95 Downtown Distributor Ramps: reconstruction 1-395 Expressway: design & engineering for the eastern and western portions SE 2nd Avenue Bridge: reconstruction Seaport Tunnel: truck tunnel between Watson Island & Miami Seaport Seaport Tunnel: design & engineering 1-95 Downtown Distributor Ramps: design & eng. 1-95/SW 8th Street Ramps & Interchange: PD&E Flagler Main Street: two-way conversion & street enhancement I-95/SW 8 Street Ramps & Interchange: PD&E Brickell Village: roadway improvements & street enhancements NW/SW 1st Street widening & Extension One Miami - Master Traffic Study Page 16 • • 0NLMIAML First Phase Priorities (next 1 - 3 Years) Second Phase Priorities (next 4 - 6 Years) Third Phase Priorities (next 7 - 10 Years) NE 8th Street: extension S. Miami Avenue: two-way conversion N. Bayshore Drive: extension NE/NW 14th Street: street improvements Directional & Sector Signage Parking New Sport Arena Garage: 1,000 spaces DuPont Plaza Area: intercept garage Performing Arts Centre: 800- space garage Municipal Garage No. 1: reconstructing a 1000-space garage MDCC Garage Transit Flagler Shuttle: electric bus Shuttle Bus: events expansion (Arena, PAC, Seaport) East-West Transit: Constr, Downtown Bus Terminal: expansion & enhancement East-West Transit: design & engineering Telellite racking: Pilot Satellite Tracking: Pilot Project East-West Transit Studies: airport, downtown, seaport, and transit planning Brickell Shuttle: electric buses CarpoolNanpool: computer matching program Pedestrian Baywalk Extension from Bayside to Bicentennial Park Riverwalk: extension from Hyatt to Lummus Park NE/NW 9th Street: pedestrian promenade * Source: DDA Newsletter: City News Miami, Vol. 2, issue 1. One Miami - Master Traffic Study Page 17 • • • QN{MIAML 3.7 Urban Street System The street system serving the project site, commonly known as DuPont Plaza, is comprised of SE 2nd Street, SE 3rd Street, and SE 4th Street, SE 2nd Avenue, SE 3rd Avenue, and Biscayne Boulevard. The streets, as previously noted, are the responsibilities of both the Florida Department of Transportation and the City of -Miami. The street system as it presently operates is a combination of one-way streets and is intended to be an extension of the expressway and major arterial system in Downtown. It provides an effective movement of traffic from the 1-95 Ramps to Downtown Miami. While the one-way system makes excellent traffic use of the available rights -of -way and efficiently moves those volumes to both Biscayne Boulevard and Brickell Avenue, there has been recent recognition that the system favors the morning arrival trips since the fixed non -reversible lanes are not nearly as convenient for departing trips. A build out traffic analysis for this project will be submitted to the City at the time that building plans are submitted to the City in connection with the anticipated MUSP modifications. At such time, a detailed traffic analysis will be submitted with a recommendation regarding possible upgrades to the existing street system. One Miami - Master Traffic Study Page 18 • • ONE MIAM1. 4.0 CONCLUSION An assessment of the traffic conditions and parameters associated with the proposed One Miami project was established in this "Master Traffic Study" in consultation with the City of Miami. This Master Traffic Study will be the basis for the traffic studies required in the future amendments to the subject Major Use Special Permit (MUSP) process. The study describes traffic conditions on roadway segments (links) at the boundary limits of the project area that control the inbound and outbound traffic because of the potential change in street directions which would result in a complete shift in traffic distribution within the project area roadways. The study also established the existing and future pedestrian and transit conditions in Downtown Miami, as well as the committed developments and the recommended transportation improvements Downtown Miami area. TRAF_3. RPT One Miami - Master Traffic Study Page 19 ONEMIAMI • Appendices • ON[MIAML • Appendix A 1998 Raw Traffic Volume Count • • • • ONEMIAMI.. 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The ppd lsc Acts Ns .1 Tits C.4t : 111114414423 3tut NU: 41(15111 111s 1.1.: 2325 Pot : 1 ON{HIAML,. • Appendix B • 1997 Weekly Volume Factor Category Report • Coeoty: 87 - DADE Week Oates 0700 DAOE COUHTYWIIDE 1 01/01/97 - 01/04/97 0.99 2 01/05/97 - 01/11/97 1.00 3 01/12/97 - 01/10/97 1.02 4 01/19/07 - 01/25/97 1.01 5 01/26/47 - 02/01/97 1.00 6 02/02/57 - 02/00/97 0.90 7 02/09/97 - 02/10/97 0.97 0 02/16/97 - 02/22/97 0.97 9 02/23/17 - 03/01/07 0.97 10 03/02/47 - 03/00/97 0.97 11 03/09/47 - 03/15/97 0.97 12 03/16/97 - 03/22/97 0.97 13 03/23/97 - 03/29/97 0.97 14 03/30/97 - 04/05/97 0.90 15 04/06/97 - 04/12/97 0.98 16 04/13/97 - 04/19/97 0,98 17 04/20/47 - 04/26/47 0.44 16 04/27/47 - 05/03/97 0.99 19 05/04/97 - 05/10/97 0.99 20 05/11/97 - 05/17/97 1.00 21 05/16/97 - 05/24/47 1.00 22 05/25/97 - 05/31/97 1.01 23 06/01/97 04/07/97 1.02 24 06/00/47 - 06/14/47 1.02 25 06/15/97 - 06/21/97 1.03 26 06/22/97 - 06/20/97 1.03 27 06/29/97 - 07/05/97 1,03 28 07/06/97 - 07/12/47 1.03 29 07/13/97 - 07/19/97 1.03 30 07/20/97 - 07/26/87 1.03 31 07/27/97 - 08/02/97 1.03 32 08/03/97 - 00/09/97 1.02 33 08/10/97 - 08/16/97 1.02 34 00/17/97 - 06/23/97 1.03 35 00/24/97 - 08/30/97 1.03 36 00/31/97 - 09/06/97 1.03 37 04/07/97 - 09/13/97 1.03 30 04/14/97 - 09/20/97 1.03 39 09/21/97 - 09/27/97 1.02 40 09/20/97 - 10/04/97 1.02 41 10/05/97 - 10/11/97 1.01 42 10/12/97 - 10/10/37 1.00 43 10/19/37 - 10/25/07 1.00 44 10/26/97 - 11/01/97 1,00 45 11/02/97 - 11/00/97 1.00 46 11/09/97 - 11/15/97 1.00 47 11/16/97 - 11/22/97 1.00 40 11/23/97 - 11/24/97 1.00 49 11/30/97 - 12/06/97 0.99 30 12/07/97 - 12/13/47 0.49 51 12/14/97 - 12/20/37 0.99 52 12/21/97 - 12/27/57 1.00 53 12/20/97 - 12/31/97 1.02 1997 Weekly Volume Factor Category Report 8719 8739 8747 DAD£ 1195 DADE 1395 DADE HEFT 1.01 1.01 1.05 1.02 1.02 - 1.04 1.02 1.02 1.04 1.00 1.00 1.03 0.98 0.98 1.01 0.96 0.96 1.00 0.94 0.94 0.99 0.44 0.94 0.90 0.95 0.95 0.97 0.95 0.95 0.96 0.95 0.95 0.95 0,96 0.96 0.96 0,97 0.97 0.97 0.98 0,90 0.90 0.90 0.98 0,99 0.99 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.01 1.01 1.01 1.01 1.01 1.01 1.02 1.02 1.01 1.02 1.02 1.01 1.03 1.03 1.01 1.03 1.03 1.01 1.03 1.03 1.00 1.03 1.03 1.00 1.03 1.03 1.00 1.03 1.03 1.00 1.02 1.02 1.00 1.02 1.02 1.00 1.02 1.02 0.99 1.03 1.03 0.99 1.03 1,03 0.98 1.03 1.03 0.99 1.03 1.03 0.99 1.03 1.03 1.00 1.04 1.04 1.00 1.04 1.04 1.01 1.03 1.03 1.00 1.02 1.02 1.00 1,01 1.01 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.01 1.01 1.01 1.01 1.01 1.02 1.01 1.01 1.02 1.01 1.01 1.03 1.01 1.01 1.04 1.01 1.01 1.05 1.02 1.02 1.04 1.02 1.02 1.04 03-Feb-1940 08:31:41 Page 6y07_SVWOY.TXT ON{ M IAML • Appendix C • 1997 Weekly Axle Factor Category Report 0 ON[MIAML C00nty: 07 DA E m 0 241A aAA aA a A a A 01 A 01 A a A A 01 a a a A a a a A A A a a a A a a a a a a a a a A a a A a A a A A a A A a a A a q F 1 m 4 0 0 0 tl O O O O O O O O O O O D O O O O O O O O O P d d d n O O O O n O p O 4 O O O O O O O O O O O O O O V Fs Y W x Y1 0 0I 0 N N 0 N 01 111 N 0 h 0 0 Y1 V! 111 h V1 Y1 f11 1R 0 0 N 1 111 0 0 Y1 01 V1 0 01 40 01 0 0 0 0 0 0 0 ii1 101 01 0 In 0 01 Y1 01 0.1AAAMAAMAAAAAAAmAAAAAAAAAAAAAAmmemmAAAAAAAAAAAMAAMAMAAA 00000000000000000000000000000000000000000000000000000 0 A us 0 01 m O m a a a a a A a A A a a a a a A a A A a A A a a a A a a A g A a a a A a a a a a a a A a a A 01 a A m LL O d d o O tl d d d 0 0 O d o o tl d O d a W d d O d d o O d O d d o d d d O O P P P O P 0 6 0 0 o PPP P h a A • m m W W m m W W 0 m m W W m 0 m 0 W m m 0 m m m 0 m m m 0 m m 0 m m m 0 0 0 0 W W W W W W m W W W W W W W 0= a A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A AAA a A A A a A A m 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 n r r r h r n h n h h M1 F h M1 h F F F M1 h F F M1 A F A 0- M1 A M1 n M1 M1 n r r A A A h ..... A h h F F r M1 A a A ...... AA ..... A A A A A a a A A A A A A A A A ...... A A A A A A A 01 a ..... A *.00r00N w00N S A N 0 W alp Aw.h f. m nN A n N A10 n O V.0.A. W 0.•lmrf NA104O r.+ F O .+e•.NOtl.+N nd.NNOwN \\\\\\ .. N OPw N a1T}wNNO w.rnO 0.1NNO nr1 \\ \ \ \ ..... \\\\\ ..... \ \ 1 1 \ 1 1\ \ \ \ \ \ \ \\ ................. 0 0 A .•.NNNN0m0r40%..... 0100..... rnr 00000AAAA0 O 00 4 1...N NN N N W 0 000000900000000000000000000000000000000 • i l! f i l i l i l i i h! 1[ 1 1 1 1 1 l i] 1! 1[ 1 1! I l i i i f! I[ 1 1 1 1 1 1 1 1 1 1 3 1 1 a O O n rrnrrrFFFFrFFFrAAFFrhnnnrrnrr>•nnrrrrFnrFAArrrrrrrAr-A m 00NA N00.M0 0 qa1 n0 try Mm0 r.m n ...0. NA 0 nOF nOr ....... NM0.. N N 0 3 NO 0. N N A OO.a .aN00 riN00.NAO riNNO.w NP O w NNO.+NNn. . N11 O.�N NO wwN00.e N r1 O riNN 0NwwwNN NNm 00 N n0♦0C 0 00 A f000 V 10FhFA 000 0m 0 AAA OQ00.rtn NwwNNNN x Waadooacooaa000aon000nPtlnoodoaa000caodod 0 0 .Nall0V1.,OA O...N1.1wY1b F0A ONN.+fR �slvnm AO.iml •0 V rf0O.Na1..O0N0 V $ .•. w..iw..... NNN NNNNNNNafa mrin..a1.m.♦♦.......0000 .. • • ON{MIAMI.. Appendix D Transit Routes Serving Downtown Miami so ON{MIAMI. . 4.9 . 313 10- a s 4..0 ■F.'1!i fl.l FO•K i•T PM. NW 14 g; ,lyp ■ Frt■ • ■T ■ a■'"w""`w,,. ■rn. 'Kai WWII,:+:, . Pouf fev i 41(•FY616 • T 4.9•10 at K-T % NW TO 51 21 `' , Z ■$1 ■Y , < Z 3y?. fR __WWII_..WINOi U%% ap 1 a.w.r.r A ! ,T 7 St i yI # _ \L� I : # ■T•x1 , 1 ■T.Z1.,S _ 2+6.7 ▪ 2•2•6• K-T -F4.3 K. K T T .! 3 1i . ' M.arfcctplace 7.2t■ .27 �, " **wow - $►tC)CC 5... 16 !S ■'i o al i Octal �s 7 4.i�+3f[.T" t :11 i 16 7.455. ■ss-4s H)(?)s-f-10 C g rs ■ 1,I.1 ' } 99 e s § % i - z i- 4-ea 4• . }•1a F' �� f ,F K•T as Amn d NE 15 3! ,i,4"r--^,•s K•s 2M+a4e« Y•14-44 91Ges1Eemia3 Park 7v 2•21 { . 23.11s. s.: ' } , rrlsss sr+wr F- ; ■ T. 7.16 11 '�•!•1n ••41.•1•ltl= t i^'i•�t >S1 3-11.1a.Y'. l3•18 ■ ?•T+x1-.6 , NW 1 S1 • 1f.}T■ ses't■ 1 TT•9i-C: k tiMJ rr 11.nr s. r.t6� C•S '� x6WPieFf ro11 ............. as vG.i : 4 a4x P. GIa1x ■+n i ■ s: i-9s a•T ■- CeF1drT 1•14-1,■F7nC(al St ', } ' ,e7y WWII... ..4 ,.�.,y— ice?©ra.(a•as•ss. TF+ { .a-s•1o.1a •y,� wrKauc Y s 1C.�r1 11 G-S aux eslow K.T SW 2 Si t 4 a-•34..m: ,. a.•-•.i 4114. 4.,.1• 11 22..,.C.s..44A 1•, 7, _ i. -y�1 2w M .. - Lam WT41,i . a` -'� �7 -SE '✓ 2 sitN.0 sraaoVf Jr* 73 1cs SE4ST Existing Transit Services in Downtown Miami 0 0 ON{ M IAMI.. Appendix E Attachment D1: Trip Generation Rates for Downtown DRI • Tattle-1 IAIIO vs( UU3mGI.1ATFS f01 ODIBITOVN 011 (per grim Beware feolyg, incept at atherwIis Indicated) a efflce 0.0001113 '0a4a11/3erwlce 0.000510 Hotel (Nrpm) 0.202 m 14114tnt1s1 (per 1.4.) 0.1360161 [initotlom 0.000114 Yholasa14/1110ustrial 0.0001324 taitttttlawii 0.00111 ""A1tractleas/Aecreet1M (per seat) 0.0010500 �sr1n1 ►scllltitt 0,0003911 Offlee 1at411/ Hetet 1a Identlat Convention Itho141alg/ Intt!tut leas 1 Attractten*/ Miring Sere 1ca (per roole) (per i.u.) Industrial lacreatlen facilities (par salt) r( 0.0005115 0.000519 0.202 0/1340541 0,1140563 0.000114 0.00132 O.t1O2g111 0.0005911 1.0000 1,1332 0.0010 0.0044 S.2500 4.5204 0.4354 0.2101 0.1172 1.0000 0.0026 0.0034 4.5121 1.1111 0.1132 0.1111 0.167 317.1104 111.1100 1.0000 1.4147 1.771.1191 1.611.11711 131.0101 11.1111 1/7.1104 227.1216 142.1101 0.1135 1.0000 1,111.4763 1,017.1156 101.0710 16.0152 217.1111 0.1103 0.2117 0.0006 0.0001 1.0000 0.1610 0.0664 0.0534 0.1901. 0.2112 0.2511 0.0007 0.0010 1.1614 1.0000 0.1001 0.0141 0.2211 1.2011 2.5434 0.0061 0.0097 11.1761 1.1191 1.0000 0.6412 1.2053 3.4390 3.1411 0.0102 0.0151 11.0516 15.5491 1.5597 1.0000 3,4199 1.0000 1.1111 0.009 0,0041 1.1104 4.1204 0.411{ 0.2107 1.0000 tom)* far ciltvlatlu • eluhonli rite a old y both represent the number of tN peat lour latarnal Soter YahlcIe Trip Inds p4r malt of l4nd ass derail from the Downtown Miami A.O.A. • • O N[ M I A M L Appendix F Mode Splits in the Downtown DRl ON[MIAMI.. • 11.34.-41 0111 101.11 t00I1R T44.L 1/1241,34 Ors. 4444 1441 0441 411 1441 O1 1444 teseltri 1r4c4e11 MINIM 41141 I01 4re4 I i i 7 3 1 1 WTI 11171 C4LC313TI111 1112 41 4.1/ 1.111 4.211 4.40 l.414 4.711 t *l 4IKe471IIT 11C1111M 114t1111 111141711.111117 41 4.44 1.442 4.I41 1.44 0.441 /.17? Ism' 1 1----- -1 km • 1 2143 11 1.4 4.472 4.113 4.144 1.414 4.114 0y1r•r44417 1 1111 • 2 1144.41144 1 1 2441 • 3 1 11111 11171 1 11K Flit wig 11111- p1tl---- --^ Penes Ibis lots bet ham./ 4ewt11 14r1� 47 144•4 M44ot4 le In, 1441 ..•^r.... forte hug I/144 10141 ►.Trip 14414 144.1 4444 7. Met Tri14 1+r 1144 4t1 Cwr,r4144 Fat*/ ----I 1.43 11 4.M4 4.M 1.11 10e.147 1140ws1 141404s4 Itr4as1ll twr.114e00,sr411 I t4/44e17 1r1.1 1 141114i 1 71t1 1 1 4 4.41 1 4 13 4 4 1 $ 1.414 1./44 4.414 01111 1 1 1741 1.44 1441 733 SS 411 44 11 42 4.11/ 0.111 4.377 014I 1 1 3712 1.44 2214 1144 11 1111 132 St 11 1.314 4.414 1.411 0114 1 4 412/ 1.44 4114 4324 203 1442 2/1 It 111 1.112 4.144 1.114 Ifni I 4 3447 4.44 3434 2332 241 2442 111 13 173 1.443 4.113 4.111 4171 1 4 144 4.41 111 351 211 441 31 11 I1 4.114 4.741 4.411 C11 1 2 14424 4.74 11141 1413 11 /147 143 211 471 1.341 1.103 1.241 CM 2 3 3171 1.41 2142 2171 13 1141E 141 51. 111 1.411 0.142 4.331 314 3 1 4111 4.41 2441 1111 32 1737 111 45 141 1.472 1.142 1.334 C11 4 1 4114 1.47 3114 2233 31 1123 111 13 121 1.777 1.233 1.344 GI 3 1 24771 1.47 14211 1441 11 1441 1112 144 511, 1.411 1.141 1. 344 111 1 I 1347 4.24 4312 1134 51 1711 231 77 114 1.134 4.111 4.411 MISIIIl 1 I 411 4.21 114 334 11 314 43 11 34 1.717 1.217 1,443 1I133t11 2 3 31/73 1.21 31112 21313 SI 21121 1741 324 1773 4.114 4.271 4.137 MIC31LI. 3 3 43444 4.11 33132 21471 11 13111 2441 114 1414 4,741 4.211 1.412 1110111. 4 1 1112 4.21 1144 4221 31 4/42 141 144 241 1.744 4.214 1.111 11*1 1 4 4.14 4 4 31 / 4 1 4 1.444 4.400 4.401 4 1 4.44 4 0 31 4 0 1 4 4.411 1.444 1./41 1 4 4.04 1 4 33 4 4 $ / 1.444 4./44 4.144 4 4 4.04 1 4 11 4 4 1 4 4.040 4.144 4.401 %MI 3144 3317 2134 2217 111 17 III I 1 1 MOM 111533 341f 3 27111 ) 24234 2234 117 1314 1 1 7 11147311 11114 73211 31111 41417 411/ iris 2431 1 4 2 O11/444/1I 11334 14431 7434 3141 112 131 131 3 1 7 ►OtI 4 1 1 4 4 / 4 1 4 1 11041 MU 114311 121721 11431 1301 7144 2144 3442 left 161 1114 4M MI! 1/14 W1 I • ONLMIAM1.. • Appendix G Cardinal Trip Distribution • ON{ MIAMI. • Nm'rv-dai resu/wrMim' Mx lady hoe flame to the rut tors ORIGIN ZONE 661 TRIPS PERCENT 662 TRIPS PERCENT 663 TRIPS PERCENT 664 TRIPS PERCENT 665 TRIPS PERCENT 666 TRIPS PERCENT 667 TRIPS PERCENT 668 TRIPS PERCENT 669 TRIPS PERCENT 670 TRIPS PE RC:EWF 671 TRIPS PERCENT 672 TRIPS mama 673 TRIPS ?ERC7 T 674 TIPS MONT 675 TRIPS PERCENT • MPG 2000 STAGE OF 2015 LRTP - ALTERNATIVE 00U DIRECTIONA2. DISTRIBUTION ST3F94ARY CARDINAL DIRECTIONS i TCTAL ! ENE ESE SSE SSW WSW WNW NNW 135 121 15.14 9.90 38 10 22.75 5.99 334 155 14.93 6.93 936 436 11.10 5.17 231 130 12.62 7.10 354 199 6.51 3.66 1266 476 12.35 4.66 193 168 5.47 4.76 3873 1054 15.19 4.13 894 167 19.52 3.65 2843 339 34.67 4.63 650 202 32.50 10.10 783 242 21.69 6.70 3151 858 16.60 5.11 1720 675 14.90 5.65 s1 S. 107 313 15r 2.54 4.42 6.76 25.61 13.01 252 20.62 1 1 15 31 15 49 .60 4.79 8.96 18.56 3.98 29.34 57 149 166 525 379 452 2.55 6.66 8.31 23.47 16.94 20.21 139 114 1074 2201 1769 1767 1.65 1.35 12.73 26.09 20.97 20.95 5 30 215 469 362 388 .27 1.64 11.75 25.63 19.78 21.20 110 71 550 1543 1361 1248 2.02 1.31 10.12 28.38 25.04 22.96 61 105 .79 1.02 7 32 .20 .91 1094 2596 2066 2576 10.66 25.29 20.13 25.10 278 852 957 1042 7.84 24.14 27.12 29.53 19 235 1426 6620 5423. 6804 .07 1.12 5.59 25.96 21.26 26.66 10 42 117 1045 955 1349 .22 .92 2.56 22.62 20.86 29.46 25 53 67 1245 1237 1436 .34 .72 1.15 17.02 17.59 19.63 6 33 59 364 287 395 .30 1.65 2.95 18.40 14.35 19.75 25 41 177 852 675 615 .69 1.14 4.90 23.60 18.70 22.58 536 269 972 4427 2961 3614 3.19 1.60 5.79 26.36 17.63 21.52 209 477 1.81 4.13 964 2695 206$ 2717 6.35 23.34 16.09 23.53 1222 167 2237 3436 1830 5436 10264 3529 25504 4579 737.5 2000 3610 16795 11545