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Traffic Impact Analysis (2)
TRANSPORT ANALYSIS PROFESSIONALS, INC. 5701 S.W. 137th AVENUE • SUITE 210 • MIAMI, FL 33183-4498 • TEL 305/385-0777 • TAX :u )/3 5 ,':y:• FAX & MAIL July 2, 2002 Mr. Clark P. Turner Chief, Community Planning City of Miami Planning Building & Zoning Department 444 SW 2 rd 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--Afaster 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 P1annina • Design and Engineering • Accident Reconstruction • State of Florida EB 3766 so Mr. Clark P. Turner � 700;) I� :. 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 arc also known as Increment One Rates as published in SFRPC's Attachment D-2 and shown} i 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 2 d Street SE 3rd Avenue & SE 2nd Street SE 2nd Avenue & SE 3rd Street SE 3rd Avenue & SE 3rd Street SE 2nd Avenue & SE 4th Street SE 3rd 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 2"d Street just west of SE 2nd Avenue SE 3rd Street just west of SE 2nd Avenue El March 2000, David Plummer and Associates produced a preliminary plan for the city of Miami called the Revitaii:ation 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 • 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 Mliami development is as follows: (Note: The number of seats for the theater are not known at this time. ITE 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. 1 • 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 perrnits 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. SE 2 ST CID v BAY PARK 1 BISC :LVD + AY DUPONT PLAZA HOTEL 1 MIAMI RIVER 1 RANSPOHE Y.M J Y515 VRI,Yk551(..15 a� ! CHOPIN PLAZA it/ FIRST UNION BUILDING BISCAYNE BAY One Miami Site Location INTERCONTINE AL OFFICE t L° - INTERCONTINENTAL HOTEL (NOT A PART OF) LEGEND B ONE MIAMI PROJECT PARCEL. DESIGNATION TRAFFIC LANE DESIGNATION [L11 TRAFFIC SIGNAL v OitMIAML ONE MIAMI - MASTER TRAFFIC STUDY FOR MAJOR USE SPECIAL PERMIT (MUSPJ • Project #98157 TRAF3.RPT September 8, 1998 • Prepared by: David Plummer & Associates, Inc. 1750 Ponce de Leon Boulevard Coral Gables, FL 33134 ON[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 Modal 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 • • • ONEMIAMI.. 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 • • ONEMIAMI.. EXECUTIVE SUMMARY One Miami (ONE M1AM1) 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 (DR°. 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-1 • • ON{MIAMI.. 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 1 • ON{M1AMI.. 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 300 Rooms 225 Hotel 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 I ONIMIAMI.. • MIAMI ONE CENTRE MASTER TRAFFIC STUDY • LOCATION MAP 2 • ONE M 1AM ry 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 foilowing 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 • so 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 • • IP µ {1 S.E. 2 5T. t —'�MIAMI RIVER BISCAYNE BAY BAYFRONT PARK LEGEND I J PRO*C1 sae — - - - NIGIIl OF WAY d[7 11EAFf iC SIGNAL v DAVID PLU WR 8 ASSOCIATES, INC. nrrPaltiltll • MIL • 1INA N1UL • t1.11IIM MO1.1LL bun 4a•• Pffit VIM aN P. S Mead. MIAMI ONE CENTRE IIlj. EXISTING LANE CONFIGURATION AND RIGHT OF WAY 3 • • ON[ M IAM1 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 I-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 1st 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. SEINE 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 ONEMIAM.. 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 ONE M IAM1.. 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 Streetll-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 north of SE 2nd St. 31,400 2,220 vph (8:15 - 9:15) 2,619 vph (5:00 - 6:00) 8.3% 51% SB Brickell Avenue just south of SE 4th St. 34,140 2,730 vph (8:15 - 9:15) 2,801 vph (5:00 - 6:00) 8.2% 55% SB SE 2nd Avenue just north of SE 2nd St. 7,760 653 vph (8:30 - 9:30) 704 vph (5:15 - 6:15) 9.1 % 100% SB SE 2nd Street just west of SE 2nd Ave 6 040 574 vph (8:15 - 9:15) 480 vph (5:15 - 6:15) 9.5°fo 100% WB SE 3rd Street just west of SE 2nd Ave 31,620 3,249 vph (8:15 - 9:15) 2,395 vph (5:15 - 6:15)WB 10.3% 63% 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[MIAMI.. 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 southbound trips. Metromover serves the downtown area with several stations within the CBD and Brickell 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 projects 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 1 • ON{ M IAM 1.. 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 M IAM 1.. 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 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. The One Miami Developments PM Peak Period Vehicle Tripst23 Land Use Designation # Units Rate per Unit (') Total In Out Hotel 300 Rooms 0.202000 61 24 37 Conference Center{" 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 TRIPS14) 1,202 361 805 �` -� (2) The entrance/exit split was based on the Institute of Transportation Engineers (ITE), Trip Generation, eth 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 i 1 • • ON M IAM I.. 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 Modal Spii:tlTransit 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{ M IAM Exhibit 6: Summary of Committed and Proposed Developments in Downtown Miami Project location 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 NIA 599 residential units and 14,062 SF of retail/restaurant Courvoisier Courts SE 7th Street/Brickell Key Dr 272 Apartments Tequota II & Ill N/A N/A One Miami - Master Traffic Study Page 13 • ON[ M IAM 1.. 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 _ 307 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�MIAMI 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 1 • ON[MIAMI.. 3.5 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 (next4-6Years) 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 1 • ON[MIAML 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 NEJNW 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 Tele-commuti Tracking: Pilot Satellite Tracking: Pilot Project East-West Transit Studies: airport, downtown, seaport, and transit planning Brickell Shuttle: electric- buses Carpool/Vanpool: 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 1 ON{ MIAMI.- 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 1 • ONE M IAM1 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 1 ON[ M!AML Appendices 1 ON[ IAMI.. Appendix A 1998 Raw Traffic Volume Count ON[MlAM1.. cIT'.:'.711 :i.L': 3 TUI :12521712 sue 11111 11 a 211 1I N :11: IN 33: IN Lir ISM Mr" t� UMW- t1� mitt e < 1 1.** ; an P t tt+itt » Oi A ��Uul _, 1 � 4 -- 1 III _-.- 4,t---- 2 1A libliglif ?la 1.1. LI. Al 1.I. B.I. LI. 12:11 NOS lei NI 3 A 111 114 12:15 S5 2is 2 31 57 1.13 12:41 231 1 31 11 21♦ u;a 5 a3 113 113i i 1 � N � 212 2a1tS I112 Cal IS m u x3 1 1 u m 12:15 253 11:11 13 347 1 1 13 11:13 32 134 1111 913 1 5 1 5 n 121 111 1111 12:11 13 IN 2 13 21 311 12:u 25 1 21 2a 12:31 11 ai I 1 11 313 12:45 13 11 2113 3164 3 7 1 a 11 17 213 2311 1311 21 I11 1 i 31 V6 13:15 11 at I 11 11 *3:21 r 1H 1 1 II 2N 13:43 23 74 211 1Si 1 1 2 14 i 1112 N:M 5 241 2I4 264 1t:15 22 256 1 1 23 213 14:1i 11 243 1 17 v no 14:13 25 ]z ni 1123 2 S 12 137 $7 mICII 15:11 1 1 21 3I1 11:15 a 334 2 12 21 321 13:31 ti »E IS: Li A a 313 1247 1 1 1 37 aai 13 31 1314 11:M 1 34 24 4 31 11 2 II:13 lS 271 2 u 47 :a 11:11 7S re Ess 11: 11 111 114 311111 $ 14 7 42 113 Al 213 1142 17:11 121 IA 4 4 U9 1l1 17:11 142 111 1 2 147 al#7:31 121 IN 12:15 21l 434 15i ma 4 I7 7 13 m 471 us 34M:N as 132 1S1 11:11 al 147 21 3 121 r:21 rn 151 t2 1 243 136 U:13 214 541 31 C1 3 as 5 lI 31 1m 1� 437 11:11 34 1 1 2I7 244 1:13 03 141 I3 4 217 24I 11:11 333 13 a:13 211 171 121 SCI U 42 3 1 51 311 132 IC 11:M 141 Ih m 3 131 14:13 111 141 lt2 1 2 IV 1 31:11 191 1M 31:11 254 *25 113 517 5 31 1 11 231 144 SI la I2:11 a1 1a 1 4 IN 132 31.13 114 a 5 3 212 14 u:31 234 11 3i 1 ril a ,11;13 211 a'1 It 111 _ t 33 1 1 , SW !I! 11111 its lrult UN VIM rig 3/7 %.Pk IN 13941 ttt1 le 1i2a1 11.11i 1.11 IA tut kw 11:13 15:11 11:11 13:3 11:15. 11:11 Isla. 111 - 1217 a SI 197 131i P.O. . U .51 .11 .11 .11 .13 • WA :oft : 1CG1114111:3 13113 1134: 111531 Tilt 1.1.: 1122 1 ON�MIAMI._ C:77/7011 :LIMA M1111 :1111 Site :est . 111111011177 L0C11101 :11SC11T! 1171 10171 02 S1 2S! Start let*: 41/11/11 111tt11a1 :Sii 11C1T 1113S ?UN 1.1. : 11158 3t:eat taut :3 3C3171 11,+q Nil rt:tet:1CI1127 SI : slur. Wiwi) Put leas* 5-----g4*rtat lets -----} lee net At 144 321 it/ !Mal tali t krill; 25 ttlicl*4 12:11 41114 N 31 41 14 174 11:0 21 )1 I1 15 14 1114 42:11 12 22 13 1 SS It 11:11 2 4 14 1 32 1 44:11 1 1 11 11 27 t 13:N 11 11 11 11 Si It 44:11 11 31 51 24 114 17:N 14 344 135 211 323 11:11 125 114 323 111 1142 11:11 233 111 211 III 142 teeententtttttIttttt$Ittettlttcoheir 11:11 212 212 I17 224 155 tltuetttetttt ttetlttttttttttttttt 11:11 lit 234 233 241 m 12:11 211 112 III 141 111I etttttttttette*t*ttrettttte„tttttttttte*st 11:11 247 134 211 241 110. t/ettt*ttttttetItttu*Ulenttttttettttt$*t 1I:11 247 242 23 113 1117 etltttt*t*tit$ttellttttttte ttetttttttttet 13:11 244 113 274 211 1143 14:14 211 141 132 211 1111 13: N 314 311 345 311 1211 14 :14 271 334 234 235 1114 17:41 244 217 114 131 131 11:11 141 134 131 134 344 11:11 114 122 114 111 411 14:N 113 114 114 11 434 et►tellttttetutt 11:44 11 71 41 1 111 mullet !out 15134 11 ?tat Ae u pat bo ktu 41:15. Tit peak nitt4 ra4 1114. t1e Iu1e*t iitarra€ k1u 11:34, ate Oeitilie4 313 ?Midis. !It pat lett facto ru .13 fM 1 pod bit klat 45:11. flt pat n1u* ra4 1211. 714 lariat titttral M u 15:31, ae4 Cal titled 341 1411e1*1. fie pat leo fattu ru .13 ONFMIAM1. m :11 1 Leung 1112111 11141rIar24fz 112fCT1N :11W 12411 Walt we 110311 111 Crap itree t:IND N Q UU7 Ws (— 1 III —x— 2 01 nit 3.L ?.L LIL J.1. 12:N MS `Q 2N 12 no 12:IS a NS r1 la u:31 X 211 a 134 11:43 11 111 311 110 n 137 of it:* n on 1f XI 11:23 n 1!1 11 2N CA 11 1111 11 m 11:13 11 34134131 X 111 214 ft:N n ns 12 no aas 1s 111 23 m 11:31 It XI 11 IN #3:a S Si W UU 1i M 34 13:11 1 3N 1 1N am 1 at II n1 a:a 3 361 Ii 2M 0:4 S n as u11 11 a to N:N 1 m 1 113 N:11 1 3I 1I ttr i4:Sl 2I IX 11 on 14:43 14 11 X3 311 II u 11S 1S:4 1 111 31 la 13:I1 I3 Ia >t U1 MI 3 1i3 11 311 I3:0 N p 111 12S1 X 111 no MN zt m N 341 NUS 13 211 .11s 311 N:71 11 Di 1a 111 N:4 m m IN IN 111 311 11 11:11 1I 334 234 IX MIS 144 on is no 11 A 111 14 213 334 ft:0 m W IN N1 321 M IX N :/1 113 IX Ili aS 14:11 111 111 NJ IN 1121 IN 111 is In IL 211 1116 In 311 no nu no l3:N to la 111 11n ads no 111 3M In /k11 33t 11S S 331 It d 113 a IN di 113 UN to 11.11 13 113 N II! 11:13 no US GI 114 11:.11 IN in 111 133 140 3U N3 ft tw XI UN 113 11:11 IX 11S m N 13:11 m N 4 111 ILA 1# X 111 t1 ills no 31I n no re too N titan nos XN 1171 USN NS tNti31 ISO USX Iriit j 11.31 11.311 1t. X U. ilk Ps* Nor WO 14:0 11:21 rntr nos 13111 UN .31 • L1=fi3 12U11 ------x----�.:�Imo —) LL LL 12S 311 611 l2l Sa 12l1 31 DI m 2143 n 176 ii m a m 121.1 33 114 374 1111 NS >< 34 N IN 1131 3S to 1t1 Zia u 311 11 111 11 30 1114 iS n fi 1111 u 331 Z# 311 a 311 1113 1S 1i Nf 111! >1 m n 711 s re nu SI 37r ill ran e a1 iS1 on 1111 1rt 172I m 133 of n31 11r 3t1 3X 1a is 371 141 Sit 1341 IN 13a 3x no 14 32i 111 131 711 01 1171 213 1133 111 li 111 131 so 311 p'1 ifi nit 131 >s 121 111 m no 01 31L 3a 3d Si 113 m »3 ]R 1a 2111 11. Lufr n111i nou Mk IS 0:41 170 ma .31 .!1 1111 air : INNIIMii! Stilt 11ta: UR3%N nul.f.:>34 IVA :1 0NL M IAML 1 CI7S11041 :Hilt MITTS : tlli tilt! L0f11101 :31 2 1S1111 MS Or 3I 2 In 1113:"101 :11=114 Sipett tut :11 2 slur stall ittett:1131 Of 11 1 4n Stets -t-----leutlt Ina Liar 1st Jt letei 12 1.3 37 2 1 1i 1 S 12 3 1 1 1 1 4 i 4 21 244 164 134 111 101 411 121 1Ii list 11:14 14)15 11:14 1I111 13:11 14:14 IS:44 14:04 11:14 14:01 11:04 11:41 11:N 12:14 11:14 I2:14 13:14 14:14 15:N 14:14 17:14 11:14 H:N II:N 11:11 lets5 PI tell • II tt 3f ss II 11 11 13 1, 12 13 21 67 5171 !le lI ped let: *as 11:11. Via pier nine ns S41_ Ile lusut tsttrte1 erne 11:43, eel orltiiset 134 niggles. 9* nil leer fitter rre .11 Ste Pi put leer hiss 41:44. fle peat w11se in $11. /Is Iirtut Ut1tril 1e4+s 11:13, ut latsteieet 141 villein. fie pril leer Enter Ill .11 1jd I Intl. 21 telltig :re 11 Itttlttttitttetl tettttttt/titetll i 1t11tittttttll/1tt1 Stet!tttttltl»tee ttttttfalttttll tittlettttlttt ttlittltltt 11111 t.tt tttt et' Site 1*4t . ittt0144te12 Stet lite: 14/1S/51 r111 1.1. 2321 tilt ; ON[MIAMI.- C1 If70I1 :iIizl 11ie Caia : N#/#1#f#{22 our :1114 144 lite tau: tION41 14C1S211 :1-15 23i21 UST 47 fi 4 171 tins fM.: 2115 11U !!11 :U:1311 U-40 Me : 1 hall mMt :1-fi lJ11H#t3131 31 11 2_ i712 3M_1 -{aali l -) hh+hit *A t---- 1 �1 flit LI IL 2.1 f.t: 1.1. tw U:1 4dfn 1 141 1 X1 `" 1 11:1S 15 2IS 41 241 N 454 11:24 M 511 n 243 13 424 12:41 13 14 141 614 21 111 212 1111 53 174 431 1245 11:14 24 161 22 111 47 424 71:13 14 144 25 254 35 431 11:)t 22 111 I4 211 2l us MO 11 73 � 642 1 0m 1144 lxl 114 111 ON12:14 U 21 en 1 113 11 IN 2M tt.M 1 117 14 211 15 12:43 S 31 112112 144 1177 15 XI 1121 1 112 444 WI11:11 14 411 11: 15 1 In � 11111:11 1 to 14 us21 43 : 41 1 11 231 111 15 61 234 III 24 11 1144 1162 14 :PI f IX 24 III M 421 14:13 1 22.1 14 23 23 444 14 :A 11161 14 91 14:45 1 21 ns 1153 21 11 nt rii u3 21 114 � 1111 15:1i 211 44 117 lS:13 ! 3i1 V 15:21 11 314 47 Zu 17 512 e1:43 13 43 33f 1122 14 117 224 i41 51 21! us 2311 !{:M 13 311 12 m i11 IN 4f:15 11 147 114 44: X 25 331 211 112 271 14:41 11 24S 311 1114 133 742 244 111 X3 a1 111 2224 11:14 41 Isi XI or 17:53 44 144 3M 222 U4 371 11:21 14 232 423 133 341 DI 11:3 13 271 141 l41 f613 1714 XI 142 1155 111 �i1 33 N:IS 13 us 115 us 0:i5 J121 tu TU us 117 254 . I1:71 IM �ns II:43 111 3a IS 471 1U 1115 14 541 122t13 211i m um IS:M a us sn17 142 IN 10 2M h:11 asre 1M 171 1M 11:11 1M 1>E II:14 el 357 U 131 � II41 10 417 2545 sa as a 11:14 11 14 312 11:IS 121 IS la 111 4i4 11:34 142 112 122 IN 441 3Q 11:45 141 06 73 151 131 1731 2117 447 471 NU 111 MM 11:14 131 111 27 12 412 42l1 la 11:15 14 54 771 in 12 413 iw 1 :11 111 3111 41 112 111 1I11 13 111 . M 1154 11794 511 %Ws 2411 12 4 FHII US UM ruela1 114.11 11424 MN 9t1t 2 mil SI.11 11.14 dill >ul Mg 11:11 IS:M ICU 12:25 Il.1S 15:01 Wu' 317 1522 22541 1W 1211 1371 1.1.1. .11 .$4 .11 .51 Si .11 1 ON£MIAM1.. CITS1ttK1 :11111 [fl11TT :3a* =TIN :it2iRiCiilVSt2MU" II11OPS :111M410 3ttat RH U 2 Mg Dui strut:100 It R 20101 TIMM I1 (—puns: loot ----> Isc the 11t 2.1 111 4t1 %%t11 tacit keels 11 te11e141 Ir:N UM I3 11 13 11 111 et 11:1i 1 I 1S 4 11 II:11 2 1 l 1 II $ u:34 4 3 I 1 1 44:M 1 1 3 3 1 1S:11 4 l 2S l 31 so 44:11 11 11 11 4l 113 treys 11:0 41 T1 3I 121 IN eeuaseuea 11:11 121 161 171 143 ill nittstnnttettnt 11:11 141 161 113 111 S41 ntnuutsse tilt 11:34 Ili 131 134 1L 321 ett+etnttnttttntst 11:11 121 124 122 147 S33 aseuuntstnruses 12:1/ 121 137 141 143 $12 nq.tnttntlstntteet 41:11 113 VI 143 141 444 ems uesenett uttMtttet 12:11 11 137 IN 123 Sal ntstsettnmetestn 13:11 143 143 111 134 111 utsusstasusisusteso 14:11 147 127 141 131 34S nnttnsntttstttttn 1S:10 Ili 1i! 1SI 111 473 ntssisstssussttsssttntn 1i:li III 113 144 1i1 SS $$$$ tt$ttttsstttieftt 41:11 111 33 31 44 Iq et ssi uussr 14:11 Si 21 41 33 137 ails: 11:1i 13 3i 11 n 1412 nst 11:N a a 2S 31 116 ttn 11:M U 14 14 21 4S t" teto,I lid po lot Pint 74. 44 pool Ma torus 18:31. Tit poll toles us 447. Do lezpost lsterrll bop 11:11, os1 owtlltsi 1n1 yeilt10. t'ts pod Ma tutor u .SS fie t!poi Nu>141n:11. As pat seam us 10. 111 lupe ( Wind buss n:0, al soatolas4 10 eoiiela. 1ls poet Nu lour ru .li Ilse code : N4o114M421 $tut 1ttt: 11113j11 ills 1.1.: 1131 tut : 1 1 ONE M IAM l.. Appendix B 1997 Weekly Volume Factor Category Report MP MP County: 07 - OAht Neck Dates 0700 DADE C00071rN1Di 1 01/01/07 - 01/04/17 0,99 2 01/05/07 - 01/11/17 1.00 3 01/12/97 - 01/19/97 1,02 4 01/19/07 - 01/25/17 1 01 5 01/26/17 - 02/01/17 1.00 6 02/02/07 - 02/00/07 0.90 7 02/01/17 - 02/15/01 0.97 l 02/10/97 - 02/22/02 0.97 9 02/21/07 - 03/01/17 0.97 10 03/02/07 - 03/08/07 0.97 11 03/00/07 - 03/15/07 0.97 12 03/16/07 - 03/22/11 0.17 13 03/23/91 - 01/20/07 0.97 14 03/30/97 - 04/05/17 0.11 IS 04/01/97 - 04/12/97 0.90 16 04/13/17 - 04/19/07 0.90 17 04/20/07 - 04/26/97 0.99 la 04/27/07 - 05/01/17 0.19 19 05/04/17 - 05/10/17 0.19 20 05/11/17 - 05/17/17 1.00 21 05/11/17 - 03/24/97 1.00 22 05/26/17 - OS/11/117 1,01 23 04/01/07 - 06/07/17 1.02 24 04/06/17 - 06/14/17 1.02 25 01/€5/17 - 09/2€/17 1.03 26 04/22/97 - 06/20/97 1.03 27 06/21/97 - 07/01/17 1.03 21 01/06/17 - 07/12/97 1.03 21 01/13/17 - 07/10/07 1.0) 30 07/20/07 - 07/26/07 1.03 31 07/21/07 - 08/02/07 1.0) 32 00/03/17 - 00/00/17 1.02 33 08/10/17 - 08/16/07 1.02 34 00/17/07 - 08/21/17 1.03 35 00/24/97 - 00/30/07 1.03 16 00/31/17 - 09/06/97 1.03 37 09/07/07 - 09/13/07 1.03 30 01/14/17 - 01/20/07 1.03 39 01/21/17 - 09/27/97 1.02 40 01/21/12 - 10/04/17 1.02 41 10/0S/07 - 10/11/17 1.01 42 10/22/52 - €0/11/97 1.00 43 10/15/52 - 10/25/07 1.00 44 10/21/17 - 11/01/97 1.00 45 11/02/17 - 11/01/17 1.00 46 11/00/07 - 11/1S/07 1.00 47 11/19/91 - 22/22/17 1.00 40 11/23/07 - 11/20/07 1.00 41 11/30/97 - 12/06/17 0.19 50 12/07/07 - 12/13/17 0.11 51 12/14/17 - 12/20/97 0.10 52 12/21/57 - 12/27/07 1.00 S3 12/28/17 - 12/31/07 1.02 997 Weekly Vo1umr Factor Category Report DADE 1195 0719 0710 0747 DADE 1395 0A0E WEFT 1.01 1.01 1.02 1.02 1.02 1.02 1.00 1.00 0.90 0.00 0.96 0.96 0.94 0.94 0.94 0.94 0.95 0.95 0.95 0.95 0.95 0.95 0.96 0,96 0.9/ 0.97 0,90 0.98 0.99 0.90 0.99 0.19 1.00 1.00 1.00 1.00 1.01 1.01 1.01 1.01 1.02 1.02 1.02 1.02 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.01 1.03 1.03 1.03 1.02 1.02 1.02 1.02 1.02 1.02 1.03 1,03 1.03 1,03 1 03 1.03 1,03 1.03 1.03 1.03 1.04 1.04 1.04 1.04 1.03 1.03 1.02 1.02 1.01 1.01 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 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.02 1.02 1.02 1.02 03-Fr1 -3111 00:51:41 page 1 1,05 1.04 1.04 1.03 1.01 1.00 0.99 0,90 0,97 0.96 0.95 0.96 0.97 0,90 0.91 1.00 1.00 1.00 1.01 1.01 1.01 1.01 1.01 1.01 1.00 1.00 1.00 1.00 1.00 1.00 0.94 0.99 0.91 0 99 0,99 1.00 1.00 1.01 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.01 1.02 1.02 1.03 1,04 1.05 1.04 1.04 6 81 S`4110Y 71(7 ON{HIAMI.. Appendix C 1997 Weekly Axle Factor Category Report I County: 87 - 09.00 Week 0atea 8706 SR 94 1 01/01/97 - 01/04/17 0.90 2 01/05/97 - 01/11/97 0.98 3 01/12/97 - 01/11/17 0.98 4 01/10/97 - 01/25/1/ 0.98 5 01/26/97 - 02/01/97 0.18 6 02/02/97 - 02/00/17 0.98 7 02/09/97 - 02/45/97 0.98 8 02/14/97 - 02/22/97 0.18 9 02/23/97 - 03/01/17 0.98 10 03/02/07 - 03/06/17 0.98 11 05/00/97 - 05/15/97 0,98 12 01/14/97 - 03/22/07 0.98 11 03/23/07 - 03/29/97 0.98 14 03/30/97 - 04/0S/97 0.98 15 04/06/97 - 04/12/97 0.96 16 04/13/87 - 04/19/97 0.90 17 04/20/17 - 04/26/91 0.98 16 04/27/47 - 09/03/17 0.96 19 05/04/17 - 01/10/97 0,48 20 03/11/17 - 05/17/97 0.96 23 05/18/17 - 05/24/57 0.98 22 03/25/17 - 05/31/17 0.96 23 06/01/97 - 06/07/97 0.90 24 04/01/97 - 04/14/97 0.98 25 04/15/27 - 06/21/97 0.18 26 06/22/97 - 06/28/17 0.98 21 06/29/97 - 07/05/117 0.98 28 07/06/07 - 07/12/17 0.96 29 07/13/17 - 07/19/97 0.98 30 07/20/97 - 07/26/17 0.90 31 07/27/97 - 06/02/97 0,98 32 60/03/17 - 06/09/97 0.98 33 08/10/97 - 00/14/97 0,96 34 08/17/17 - 09/21/97 0.98 35 08/24/57 - 08/30/41 0.96 36 06/31/17 - 01/04/17 0.98 37 01/07/97 - 01/13/97 0,96 36 04/14/91 - 01/20/97 0_00 39 01/21/97 - 09/27/97 0.96 40 09/28/97 - 10/04/97 0,98 41 10/05/91 - 10/11/17 0.98 42 10/12/17 - 10/11/97 0.98 43 10/11/97 - 10/25/17 0.98 44 10/26/97 - 11/01/97 0,99 45 11/02/97 - 11/08/97 0.98 44 11/01/17 - 11/45/97 0.91 47 11/14/97 - 11/22/97 0.98 48 11/23/97 - 41/29/97 0.48 49 11/30/97 - 12/06/97 0,96 50 12/07/17 - 12/13/17 0,98 51 12/14/97 - 12/20/117 0.91 52 12/21/17 - 12/27/17 0.98 53 12/24/97 - 12/31/97 0.10 16-9-eb-1196 09:18:17 1997 Weekly A.I. 9'.ctor category Report 0707 SR 878 0.94 0,94 0.94 0.94 0.94 0,94 0.94 0.94 0.94 0.94 0.94 0.94 0,94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.44 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0. 94 0.54 0,94 0.94 0.94 0,94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Page 2 0708 SR 5/10 DIX18 1099 0,95 0,95 0.93 0.95 0.45 0.95 0,93 0.95 0,95 0.95 0.95 0.95 0.93 0.45 0.95 0.95 0.95 0.95 0.95 0.15 0.95 0.95 0.95 0.95 0.95 0.55 0.95 0.95 0.95 0.95 0.95 0.95 0.99 0.95 0.95 0.99 0.99 0,95 0.95 0.99 0.95 0.95 0.93 0.95 0.95 0.95 0.95 0.95 0.95 0,95 0.95 0.95 0,95 8/09 SR 5/BISCATHE BLVD 0.99 0.99 0,99 0.99 0.99 0 _ 99 0.99 0,99 0.99 0,99 0.99 0,99 0.99 0.99 0,99 0,99 0.99 0.99 0.99 0.99 0.99 0,99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.41 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.91 0.99 0.99 0.99 0.99 0 99 0 99 0,99 6 67 Ak11UY. TXT ONE M IAM 1._ Appendix Transit Routes Serving Downtown Miami ONLMIAM1-. FM f FF VW it S; /M ■ Fv• r F.k• 1 • .12 10. r' Go �2• u Elective a ?arc NW A Sr 1 { ';_ NT•?1•Mf t 1 A[W i Si gig ii.tf �..w•..wr , i ir' of :.a9 P. Clark r.° © Canter _-u-nfa St r f?r.r+- ® } i i ea.x r. rrw. 1 YLI.G•Il....% SW2$1 n...1,0 ?r a2 As• { *, ;r r....�-• j `s'•i:,{.ta:uf'" _ _. -- ,: + ��1 as»r�a - R., ��'.'-�" SE 2 skr *1i.ew. 3•r!•si . ♦5•C •5 1.1.4% i• , VIT•s ru 11•TT■ Cs.rro.. 3 r•. f/Ps a r:..c.ss 3. -BISCa Ba 1 Existing Transit Services in Downtown Miami 1 ONEMIAMI.. Appendix E Attachment D1: Trip Generation Rates for Downtown DRI Tabu-1 IAIIO USE tE0111e62,1ATES f01 OOv1TOV1 011 (par grata a4uare footage, aloft .s •tharrisa In1Iug11 ■ Orrice 1.0001113 Aota11/sarrlce 0.000111 Metal (par ma) 0.102 in 14111tAtie1 (par /.tt.) 0.1110301 tittratlM 0.000114 10n1a/a1efhNmeir1e1 0.000112i ImetItmloAsi 0.00112 ''"Attract 1mm./Aacnot la (per seat) 0.0020100 parrot fec1111141 0.0001tlj Office 1ata11/ Wet foallantlal tearentlem Vholarala/ Inatltrtl..al Altractl«u/ Purina Service (par reed) (par 4.s.) IMuatrle5 1acr..11.n fail itira (per teat) If 11.000S11S 0.000111 0.202 0.11110Sil 0,11145111 0.000111 0.00111 0.Q02Q11i 0.000S111 1.0000 1.1112 0.00)0 0.0041 1.2500 4.5204 0.4114 0.2101 1,2229 0.011I 1.0000 0.0020 0.0011 4.15211 1.1111 0.1112 03411 0.1114 111.1104 111.1100 1.0000 1.4112 1.111.121t 1.025.1111 111.0101 11.1151 117.1101 227.1212 142.1509 0.1111 1.0000 1.111.4111 1.021.1150 101.0730 41.0012 221.1211 0.1105 0.2111 0.0000 0.0000 1.0000 0.1010 0.0414 0.0111 0.1110$ 0.2012 0.2351 0.0007 0.0010 1.1114 1.0000 0.1001 0.0141 0.2212 2.3011 2.1414 0.0011 0.0011 11.5111 1.11111 1.0000 0.4412 2.2055 1.4111 1.1161 0.0102 0.0111 10.0110 11.541e 11.1111 1.0000 1.4111 .L2242 1,ist 0.00)9 0,0041 j,2509 4,510f 0.4sl) 0.210/ 1.0040 format for ce1cmletloa eiy • **thew rate m and y loth repre.eot trio number of In flit lour laleroil !motor Vehicle Trip rods per malt of leaf lite lerlr.l from the boomtown /11..1 A.D.A. ON{M1AM1.. Appendix F Mode Splits in the Downtown DRI / 1 ONEMIAMI:. 11-14t-14 WO 10111 LOOM 141112 1611,14 -4444 *Amy 4411 WI 4l1 144t 134 last Swarm 1,101'11 1011141/ 11411 112 Arta 1 1 1 I 1 4 3 4011 71111 CALC11.11401 Im 43 1.14 1.1/11 1.211 /.441 4.101 1.211 4441114411.1Fl1447 11012444 71 11U 11a *iT1tt7 44 4./4 1,411 4.741 1.444 1.147 4.IA Tsar. 1 4----1 I0 • 1 2116 0 1.M 1.477 4.743 1.344 1.131 4.174 Alrrna4141 1 1111 • 1 111/444141 1 1 210 • 1 1 13741 1110 1 111E II 1101 14111- 7u 1441 Lite iota 1.U44.! 1444a441 4w-441 14464•41 14444401 let Trip k44 TMY... Y-- 144444 1414 Tripe 40111 7.74144 14144 144.1 4444 7. 41r1a 1r114 /w 1141 11 .. 1414-447 1.4n4+4 1441w/ Cre.rt44r 14[lr----1 1.11 41 1.04 1.11 1,7/ 4T4.a4411 414.l441044r1l 3 111/14t17 14441 11444401 3 4A41 I 1 4 1.44 1 4 34 4 i 1 4 1.01 4.141 4.414 1441 1 1 1147 4.44 1431 711 SI 111 44 it 41 1.517 1.147 4.277 0141 3 1 3117 1.44 1214 1311 31 1111 131 35 11 1,311 1.434 1.411 314111 t 4727 4.40 1111 4211 211 1412 Aft 11 241 1.142 4.544 1.114 11711 4 144/ 1.44 1431 7332 111 1141 171 31 121 4.443 1.413 0.111 4471 3 4 444 1.14 711 334 111 441 14 11 77 4.111 1.141 1.414 ' C11 4 2 14424 1.21 11141 4313 12 7/47 443 113 471 4.341 1.1/1 4.241 CM 2 3 1524 1.47 1741 1471 31 1141 441 31 111 1.471 1.141 4.331 Col 1 3 4414 0.47 2141 1144 3I 1717 131 43 144 1.472 4.141 1.231 C34 4 1 4411 1.47 301 7733 31 2113 441 SS 121 /.177 4.I33 1.541 33/ 3 1 14774 1.47 14211 1143 32 1444 11I 244 Sit 1.411 1.147 1.144 314 4 2 4341 1.11 4312 1134 31 1741 734 77 III 1.4,34 1.111 0.443 *maul 3 IN 1.31 73t 334 St 544 41 13 31 4,714 1.217 1.4TI I1133411 2 3 31771 4.24 31311 21313 31 21373 1744 324 1211 1.114 1.271 4.43/ 114C1tu 3 1 43440 4.11 n132 11/71 SC 11111 1441 414 1414 4.713 1.211 4.411 111CIi14 4 3 1712 1.21 413 4233 SC 41147 341 114 I41 1.741 4.211 1.411 r141 4 1 4./4 / 4 31 1 1 1 1 /.411 t./l. 1.011 4 4 1.11 t 1 31 1 1 4 1 4.401 1.144 1,111 4 1 1.14 1 1 St 1 1 1 4 0.014 4.444 1.114 1 1 1.01 4 1 St 1 4 1 0 4.I01 4.140 1.114 /414 1144 1177 2314 2117 144 37 131 1 1 1 100441411 144311 3t4{21 77411 ) 14234 1234 447 1511 1 1 1 MICYIu ow, rszit 31231 44417 4111 I731 1111 1 I 7 2r4144111/M 11334 14411 7414 5/11 512 111 334 S 1 7 r13T 1 1 4 4 1 1 1 1 4 1 11441 NU 174344 124172 144341 13411 1144 1144 5041 1741 1Y 1114 444 Mot 14,4 w 1 ONF 'lIAMI.. 1 Appendix G Cardinal Trip Distribution • ON{MIAMI.. 146r4d1r447wee• Mw Lsbwormlfamwtviiirietar ORIGIN ZONE 661 TRIPS PIRCZNT 662 TRIPS PERCRINR' 663 TRIPS PSRICXN T 664 TRIPS PSRCEN T 665 TRIPS PERCSNT 666 TRIPS PSRC IT 667 TRIPS PERCENT 664 TRIPS PERCRNT 669 TRIPS PERCZKr 670 'TRIPS PERCENT 671 TRIPS PIRCSN T 672 TRIPS 673 TRIPS PERCENT 674 TRIPS PXRCI T 673 TRIPS PART 2000 STAGE 0? 2015 t TP - ALTERNATIVE 00Q DINBCTIOKkl. DISTRIBUTION 5191(ARY CARDINAL 0IRICTIerrs rafERWS IS* SS= SSW WSW WNW 145 121 15.14 9.90 31 10 22.75 5.99 334 155 14.93 6.93 Mat sl S. 107 313 157 252 2.54 4.42 $.76 25.61 13.01 20.62 1 4 15 31 15 49 .60 4.79 $.98 14.56 4.94 29.34 57 149 146 525 379 452 2.55 6.66 4.31 23.47 16.94 20.21 936 436 139 114 1074 2201 1769 1767 11.10 5.17 1.65 1.35 12.73 26.09 20.97 20.95 231 130 5 30 215 469 362 344 12.62 7.10 .27 1.64 11.75 25.63 19.74 21.20 354 199 110 71 550 1543 1361 1243 6.51 3.66 2.02 1.31 10.12 28.34 25.04 22.96 1264 474 12.35 4.66 193 164 5.47 4.76 41 105 1094 2596 2066 2576 .79 1.02 10.66 25.29 20.13 25.10 7 32 278 852 957 1042 .20 .91 7.45 24.14 27.12 29.53 3473 1054 15 245 1426 6620 5423, 6404 15.19 4.13 .07 1.12 5.59 25.96 21.26 26.64 494 167 10 42 117 1045 955 1349 19.52 3.65 .22 .92 2.56 22.82 20.46 29.46 2443 339 25 53 47 1245 1247 1436 34.47 4.63 .34 .72 1.19 17.02 17.59 19.63 650 202 32.50 10.10 743 242 21.69 4.70 3154 454 14.40 5.11 1720 675 14.90 5.85 6 33 59 364 237 395 .30 1.65 2.95 14.40 14.35 19.75 25 41 177 452 675 415 .69 1.14 4.90 23.60 14.70 22.54 531 259 972 4427 2961 3614 3.19 1.60 5.79 26.36 17.63 21.52 209 477 964 2695 2044 2717 1.41 4.13 4.35 23.34 14.09 23.53 1222 167 2237 4436 1430 5436 10264 3529 25504 4579 7315 2000 3610 16795 11545