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Traffic Impact Study I
Prepared by: ; KEITH and SCHNARS, P.A. f ENGINEERS, PLANNERS, SURVEYORS 6500 N.Andrews Ave.. Fort Lauderdale, FL 33309 (954) 776- 16 l 6 • (954)77 I -7690 Fax Tr 'c pac S udy Prepared for: Boymelgreen 44 Brickell Avenue Sure 650 Miami, FL 33139 17342.00 MUSP TRAFFIC IMPACT STUDY 1100 Biscayne Boulevard (Marquis) Prepared for: A.I. Boymelgreen October 28, 2004 uez; P E State of Fie do R •. #45596 Prepared by: KEITH and SCHNARS' P.A. ENGINEERS, PLANNERS, SURVEYORS ✓y 6500 N.Andrews Ave.. Fort Lauderdale, FL 33309 (954) 776-1616• (954)771-7690 Fox • • Executive Summary The 1100 Biscayne Boulevard (or Marquis) project is located in the northeast central sector of Downtown Miami, on the southwest quadrant of the crossing of Biscayne Boulevard (US 1) and Interstate Highway 395/MacArthur Causeway. Specifically, the project site is bordered by Biscayne Boulevard on the east, by NE 11t Street on the south (which connects with the main access to and from the site), by NE 2nd Avenue on the west, and NE 11th Terrace (connecting with the 1-395 off ramps) on the north. The project consists of a high-rise residential tower with a multilevel parking structure, a moderately sized boutique hotel, and retail/restaurant space on the ground floor level. The project land uses are summarized below. 1100 BISCAYNE BOULEVARD PROPOSED LAND USES Land Use Scale of Development Parking Spaces Condos 334 units 359 (+242 Tandem spaces) Retail/Restaurant 1,595/4,170 SO FT 8 Hotel 48 Rooms 12 This traffic study has been prepared to evaluate the traffic impacts associated with the 1100 Biscayne Boulevard project, with a scheduled build -out for 2008. The evaluation was conducted in accordance with the City of Miami's Major Use Special Permit (MUSP) requirements, the Transportation Element of the Miami Comprehensive Neighborhood Plan, and the Miami Downtown Increment II DRI Methodology. The traffic impact analysis for existing, future background, and total traffic conditions was based on person trip analysis for corridor segments, and net external vehicular trips for intersection analysis. The project's land uses and location offer unique transportation advantages. First, high- rise condos, such as the one proposed, generate significantly fewer peak hour trips per unit compared to other residential or commercial uses, Secondly, the project location lies at the base of a major transportation link junction which provides direct access from Interstate 395 via two primary exit ramps funneling traffic off I- 95 to the west. These off ramps are expected carry over 50% of the inbound project trips, On the other hand, NE 11 th Street provides access to the westward 1-395 bound traffic via NE 15t Avenue and Miami Avenue. It is expected that about 60% of the outbound project traffic will use these ramps and 1-395. Thirdly, the site lies adjacent to two of Downtown Miami's major transit corridors -- Biscayne Boulevard and NE 2nd Avenue). These corridors are served by several Metrobus routes that provide valuable direct transit links to the eastern (Miami Beach), northern and western sectors of Miami -Dade County. More significantly, the proposed project lies across the Metromover's Eleventh Street Station, located on the west side of NE 2nd 1100 Biscayne Boulevard (Marquis) Keith and Schnars, P.A. MUSP Traffic Impact Study i Revised October 28, 2004 • Avenue at NE 11th Street. This service provides a high frequency connection to Metrorail and various bus services, as well as providing access to Downtown Miami to the south and the rapidly emerging arts and entertainment OMNI district just north of €-395. The study results summarized in Tables 4 and 6 confirm the transportation advantages of this project. Even after accounting for background growth, the change of NE 11th Street to two-way operations, and committed development traffic, the project traffic at build -out will not cause any detrimental impact to the study intersections or roadway links. All of the study intersections are projected to operate above the acceptable standards which are established by the City. In addition, the project driveway is not required to be signalized and is expected to operate at LOS C during peak hours at full occupancy of the project. The results from the enclosed traffic analysis support the conclusion that the traffic impacts for the 1100 Biscayne Boulevard project can be accommodated by the adjacent roadway and transit network. The project is designed to encourage pedestrian traffic and to promote transit use with its proximity to the existing Metromover station. 1100 Biscayne Boulevard (Marquis) Keith and Schnars, P.A. MUSP Traffic Impact Study ii Revised €0ctober 28, 2004 • Table of Contents Executive Summary Tables of Contents List of Tables iv List of Figures iv 1. Introduction •1 2. Project Location and Description 1 3. General Study Area 3 4. Traffic Data Collection _•.4 5. Transit Services 6 6. Existing Traffic Conditions • 9 7. Background Traffic Growth 10 8. Committed Developments .10 9. Programmed improvements .14 10. Future Background Traffic Conditions .14 11. Project Trip Generation .15 12. Project Trip Assignment .16 13. Total Traffic Conditions .19 14. Intersection Analysis .19 15. Project Access Driveway 19 16. Concurrency _.19 17. Transportation Control Plan Measures -. 19 18. Conclusions and Recommendations ..21 Attachment A: Letter of Methodology Attachment B: Site Plan Attachment C: Traffic and Transit Data Attachment D: Downtown Miami Transit Route Person Trip Capacity Information Attachment E: Downtown Miami Vehicle and Person Trip Conditions Attachment F: Intersection Analyses Attachment G: List of Selected Committed Developments 1100 Biscayne Boulevard (Marquis) Keith and Schnars, P.A. MUSP Traffic impact Study iii Revised October 28, 2004 • • Attachment H: List of Programmed improvements Attachment I: Programmed NE 11th Street Two -Way Operations Attachment J: Trip Generation and Distribution List of Tables Table 1: 1100 Biscayne Boulevard Proposed land Uses 3 Table 2: Summary of 24-Hour Machine Counts 4 Table 3: Summary of Existing Vehicle Roadway Conditions and Person Trip Volume and Capacity 9 Table 4: Summary of Intersection Level of Service Analyses 10 Table 5: Areawide Growth Rate Based on Historical Counts 12 Table 6: Summary of 2008 Person Trip Conditions and Person Trip Volumes and Capacity 15 Table 7: Trip Generation Summary 16 List of Figures Figure 1: Project Site Location .2 Figure 2: Existing Lane Configuration 5 Figure 3: AM and PM 2004 Existing Peak Hour Volumes 7 Figure 4: AM and PM 2008 Background Peak Hour Volumes 11 Figure 5: Committed Developments General Traffic Impact Segments i3 Figure 6: 2008 FSUTMS Project Distribution 17 Figure 7: Project Trip Distribution 18 Figure 8: AM and PM 2008 Total Peak Hour Volumes 20 1100 Biscayne Boulevard (Marquis) Keith and Schnars, P.A. MUSP Traffic Impact Study iv Revised October 28, 2004 1. Introduction Keith and Schnars, P.A. has been retained to evaluate the traffic impacts of the proposed 1100 Biscayne Boulevard (a.k.a. The Marquis) development (identified as the "project") pursuant to the Major Use Special Permit (MUSP) application process within the City of Miami. This traffic study has been prepared in accordance with MUSP requirements and the Transportation Element of the Miami Comprehensive Neighborhood Plan and the Miami Downtown Increment 11 DRI Methodology. The study evaluates the traffic impacts associated with the 1100 Biscayne Boulevard project at project scheduled build -out in 2008. The methodology for this study was presented to the City's traffic consultant for review and approval. The approved methodology is presented in Attachment A, The study includes a concurrency evaluation based on each corridor person trip capacity of all transportation modes as defined by the City of Miami, and an operational analysis of the immediate intersections impacted by the project using the latest Highway Capacity Software (HCS). The adopted level of service (LOS) in Downtown Miami is LOS E and 20 percent of the roadways are allowed to operate below LOS E to account for constrained segments of the network. 1100 Biscayne Boulevard trip generation was estimated using high-rise condo and retail trip rates published in the institute of Transportation Engineers (1TE) Trip Generation, 7th Edition. Adjustments were made to account for retail pass -by trips, internalization between residential, hotel and retail, transit reduction (for intersection analysis only), and trips from the existing hotel. The calibrated current Miami Urban Area Transportation Study (MUATS) was used to distribute project trips and assign them onto the downtown regional network. Project significancy was based on project trip assignment onto the roadway system. Existing traffic conditions were based on traffic data collected in September 2004 and adjusted for peak season conditions, and other count data available from FDOT and Miami -Dade County databases. Future background traffic volumes were estimated at significant roadways and intersections using a regional growth rate calculated from historical counts, and trips from committed developments. Significant roadways and intersections were identified based on net external project trips and project trip distribution onto the surrounding roadways. Future traffic volumes were estimated by adding project trips to the background traffic. The traffic impact analysis for existing, future background, and total traffic conditions was based on person trip analysis for corridor segments, and net external vehicular trips for intersection analysis. The person trip capacity of downtown corridors was based on the Miami Downtown DRI Increment ll study, of which the traffic section was found sufficient by the FDOT. 2. Project Location and Description The 1100 Biscayne Boulevard project is located in the northeast central sector of Downtown Miami on the southwest quadrant of the crossing of Biscayne Boulevard (US-1) and Interstate 395/MacArthur Causeway (see Figure 1). The project consists of a 61-story high-rise residential tower complex with a boutique hotel and ground floor retail space. A total of 334 condo units are provided, as well as 1,595 net square feet of retail, 4,170 net square feet of restaurant (quality sit-down), and a 48-room hotel. The minimum parking required by code is 334 spaces for residential units, 8 spaces for the retail/restaurant space, and 12 spaces for the hotel for a total of 354 spaces. 1100 Biscayne Boulevard (Marquis) Keith and Schnars, P.A. MUSP Traffic Impact Study 1 Revised October 28, 2004 1111 ipimmiumuseasuirs RAI III imaThilAftl=111111111111111PIPII 11 St ME BE Not to Scale To Eastern Limit of City of Miami BISCAYNE BAY To Eastern Limit of City of Miami General Study Corridors General Study Area and Influence Area for Committed Development Traffic N:t7RAN PLANtProjectsl2004117342 1100 BIscaynelGraphicalFigure 1 _WPC 1100 Biscayne Boulevard Project Site Location KEITEERSH awl SCHNARS, P.A. ENGIN, PL4M EFTS, SURVEYORS FIGURE 9,24/04 The proposed plan provides 354 parking spaces or 81 parking spaces more than code requirement. In addition, the development provides area for 242 tandem spaces, beyond the spaces provided. The project land uses are summarized in Table 1. TABLE 1 1100 BISCAYNE BOULEVARD PROPOSED LAND USES Land Use Scale of Development Required Parking Spaces Provided Parking Spaces Condos Retail/Restaurant Hotel 334 Units 1,595/4,170 SF 48 Rooms 334 (1 space min/unit) 8 (1 space/800 SF) 12 (1 space/4 hotel units) 359 (+242 Tandem Spaces) f1} 8 48 Total Parking 354 415 Source: Site Data and Development Program, Arquitectonica, August 13, 2004. {1} Tandem spaces are additional and are not counted towards code requirements. The 1100 Biscayne Boulevard project is bordered by NE 11 th Terrace and 1-395 to the north, NE 2nd Avenue to the west, Biscayne Boulevard to the east, and NE 11 th Street to the south. With the exception of Biscayne Boulevard, the streets surrounding the project are one-way roadways. Inbound and outbound access for 1100 Biscayne Boulevard will be provided off NE 11 th Street, which currently operates as one-way westbound. The latest site plan for the project is presented in Attachment B. As shown on this site plan, site access will be provided off NE 11 th Street via directional access driveways with the easternmost driveway serving the inbound traffic and the west driveway serving as the exit. Previously, the designers had envisioned service vehicle access along NE 11 th Terrace. However, this street serves as an important local circulator, especially for traffic off Interstate 395 (I-395). Introducing service operations with truck backups into the street would be considered undesirable. The latest service access plan provides for pass forward through lanes from NE 11th Terrace to NE 111h Street. It should be noted that 1100 Biscayne Boulevard has immediate access to and from 1-395 and the Metromover. Vehicular access is accommodated through the 1-395 off ramps located at the northwest corner of the project site forming intersections with NE 2nd Avenue. Vehicular access will be enhanced with the expected implementation of several local street operations changes, including the conversion of NE 11 th Street to two- way operations. Transit access is also conveniently provided at the 11 to Street Metromover Station, which is located across the southwest corner of the site, and along the Biscayne Boulevard and NE 2nd Avenue bus corridors. This is in addition to the Metrobus service along Biscayne Boulevard and NE 2nd Avenue, 3. General Study Area Figure 1 presents the general study area. The study area is bounded on the north by 1-395, on the west by 1- 95, on the south by the Miami River and on the east by the eastern city limits and Biscayne Bay. As per direction from the City's traffic consultant, the study area was generally limited to the following roadway I inks and intersections (see Figure 1): 1100 Biscayne Boulevard (Marquis) Keith and Schnars, P.A. MUSP Traffic Impact Study 3 Revised October 28, 2004 Roadway Links: A. Biscayne Boulevard between NE 14th Street and NE 6th Street B. NE 2nd Avenue between NE 131h Street (just north of 1-395) and NE 3rd Street C. NE 1st Avenue between NE 13th Street and NE 6th Street D. North Miami Avenue between NE 13th Street and NE 6th Street E. NE 10th, 1 lth and 13th Streets between Biscayne Boulevard and North Miami Avenue F. 1-395 between Palm Island and 1-95 Intersections: A. Future Project Entrance and NE 11 th Street B. Biscayne Boulevard and NE 11th Street C. Biscayne Boulevard and NE 11th Terrace D. Interstate 1-395 off ramps and NE 2nd Avenue E. NE 2nd Avenue and NE 12th Street F. NE 2nd Avenue and NE 1 lth Street Figure 2 presents a schematic layout of the project's immediate surrounding roadways, indicating lane configurations, traffic controls and circulation pattern. 4. Traffic Data Collection Twenty-four hour machine counts were obtained on the four roadway links bordering the project. AM and PM peak hour turning movement counts were performed at the intersections listed above (except for the project entrance) on Thursday, September 9, 2004. The traffic count raw data printouts (as well as other traffic and transit information) are provided in Attachment C. Table 2 presents a summary of the 24-hour counts. Transit and person trip information was based on the extensive data collected for the Downtown Miami Increment II DRI study. Table 2 Summary of 24-Hour Machine Counts (September 9, 2004) StreetlLocation Direction Total Daily Adjusted Peak Season (1.02) Factor AM Peak Hour PM Peak Hour NE 111h Street (NE 2nd WB 4,980 5,080 302 389 AvefBiscayne) (11:25 —12:45) (4:30 — 5:30) NE 11th Terrace (NE 2nd EB 11,215 11,439 974 754 Ave/Biscayne (7:30 — 8:30) (5:00 — 6:00) NE 2nd Avenue SB 17,425 17,774 1,985 1,136 (NE 11 th St/NE 11 th Ter) (8:00 — 9:00) (12:00 — 1:00) SB 16,888 17,226 1,555 1,058 Biscayne Boulevard (8:00 — 9:00) (12:15 — 1:15) (NE 11th StYNE 11thTer) NB 21,918 22,356 1,515 1,944 (11:45 —12:45) (5:30 — 6:30) Note: Field summary sheets in Attachment C. Data collection performed by Crossroads Engineering, Inc. 1100 Biscayne Boulevard (Marquis) MUSP Traffic Impact Study 4 Keith and Schnars, P,A. Revised October 28, 2004 • NE 12th St. J4U�- _____ Off Ramp (From SR-836) 1-395 Off Ramp +1 (From 1-95) NE 11th Ter. cg 1100 Biscayne Boulevard z project SiteNPF 411 NE 11th St. Legend NSF intersection Approach Lane Signalized Intersection Yield N:lTRA NPLAhf.Projecls12U04117342 1100 9iscaynelGraphicsli`Igure5-Lane ConLwpg Not to Scale 413. a, m CO 1100 Biscayne Boulevard Existing Lane Configu ration FIGURE 2 924?01 .411.111111111111110. = x rrx a sc x v�R. , P A �J ENGINEERS. PLANNERS. SURVEYORS • Attachment D presents several of the supporting information tables. Traffic data collected in September 2004 was adjusted using FDOT weekly factors to reflect peak season conditions. Figure 3 presents the existing (2004) adjusted peak season turning movements volumes for the AM and PM peak hours. Signal timings were obtained from Miami -Dade County and is provided in Attachment C. 5. Transit Services The proposed project site lies along one of the City's most active transit corridors. Various transit modes and route provide direct access to many of Downtown's most visited area and to regional transit services. The proposed project site is served by various Metro -Dade Transit Metrobuses as shown as follows and in Attachment C. There are no Metrobus routes along either NE 111h Street or NE 11th Terrace. As previously mentioned, the proposed project lies just across from the Metromover's 11th Street Station (see system map in Attachment C). The buses and Metromover provide transit access to the Metrorail service, especially the Downtown Miami Station (see the Metrorail system map Attachment C) a. Metrobus The following Metro -Dade transit buses operate along the designated corridors: • Biscayne Boulevard Route 3 16 C S Flagler Max (Route 51) Biscayne Max (Route 93) Airport Owl (Route 246) Night Owl Route 95 95 95 Description Downtown Miami — Diplomat Mall Downtown Miami -164th St Mall Downtown Miami — Mt. Sinai Hospital Downtown Miami — Aventura Mall Miami Beach — SW8/SW 132nd Ave Typical Weekday Peak Period Headways (Minutes)1, 2 20 20 20 12 15-20 Downtown Miami — Aventura Mall 15 Special overnight service N/A Special circulator service N/A Aventura Mall Special weekday peak 2 — 20 (various) hour service Avenutra Mall/Biscayne — 36th Street 2 — 20 (various) Special weekday only service Brickell — Norwood 2 — 20 (various) Special weekday only service 1 Peak period assumed as AM peak (7:00 — 9:00) and PM peak (4:00 — 6:00). 2 Source: Miami -Dade Transit Schedules www.co,miami-dale.fl.usltransitirouteslschedule.asp; as of October 2004. 1100 Biscayne Boulevard (Marquis) Keith and Schnars, P,A. MUSP Traffic Impact Study 6 Revised October 28, 2004 • • NE 12th St. 1-395 Off Ramp (FROM SR-836) 1-395 Off Ramp (FROM 1-95) NE l l th St. 364[358] 429[353] -V C 429[587] Not to scale Legend: XXX AM Existing 2004 Intersection Turning Movement Volumes [XXX] PM Existing 2004 Intersection Turning Movement Volumes 572[364] > 771[315] ...v NE 2nd Ave. C _- 188[380] v 38[23] NE llth Ter. 1100 Biscayne Boulevard 03 M c) r V 765[742] - _ A 192[24] y Lo Lo 0) 4433 < V 0[0] 0[0] NA TRANPLAN‘Projects12004517342 1100 BiscayslelGraphi0512004-AM&PM-Extstin0.TMC.WPG v 143 A CO CO 00 CO0) v- CO 1100 Biscayne Boulevard AM and PM 2004 Existing Peak Hour Volumes izAlwrier.KEITH and SCHNARS, P.A. N ENGINEERS, PLANNERS, SURVEYORS 7.t..,1a. "m1180r FIGURE 3 9l24/04 • 95 Brickell — Carol City Special weekday only service 95 Downtown Civic Center — Norwood Special weekday only service • NE 15t Avenue (NB)INE 2nd Avenue (SB) Route 9 10 K T Description Downtown Miami — Aventura Mall Downtown Miami —163rd St Mall Omni Terminal — Diplomat Mall Downtown Miami - Haulover • Miami Avenue (SB)/NE 1st Avenue (NB) Route Description 6 Coconut Grove — NW 18th Ave/29th St 2 — 20 (various) 2 — 20 (various) Typical Weekday Peak Period Headways (Minutes) 10-20 40 20 2 Typical Weekday Peak Period Headways (Minutes) 30 Altough not directly serving the project site, Route M (Sinai Hospital — Santa Clara) is included in the person - trip analyses since it shares the MacArthur Causeway corridor with several other routes that travel along Biscayne Boulevard as noted in the preceding section. Route M has a typical weekday peak period headway of 28 to 30 minutes. b. Metromover Metromover's inner and outer loops run from 5:00 a.m. to midnight an weekdays, Saturday and Sunday. The outer loop serving Brickell and Omni (including the 1 lth Street Station) operates as one continuous loop from 7:00 p.m. to midnight seven days a week. Trains arrive daily every 90 seconds during rush hour and every three minutes during off-peak hours. c. Metrorail Metrorail runs from 5:00 a.m. until midnight seven days a week. Trains arrive every six minutes during weekday rush hours, every 8 - 10 minutes at midday, and every 15 — 30 minutes after 6:00 p.m. until closing. Weekend service runs every 15 minutes until approximately 8:00 p.m., then every 30 minutes until closing. 1100 Biscayne Boulevard (Marquis) Keith and Schnars, P.A. MUSP Traffic Impact Study 8 Revised October 28, 2004 6. Existing Traffic Conditions A summary of the existing peak season traffic and person trip corridor capacity conditions for the subject roadway links are provided in Table 3 using the traditional vehicle -based roadway capacity3. The corridor capacity methodology accounts for the additional capacity provided by the various transit systems serving the downtown area. The transit capacity calculations for Metrobus, Metromover and Metrorail are provided in Tables E-1 through E-5 and are included in Attachment E. This attachment also contains the level of service table (Table E-5) utilized for this analysis. Table 3 Summary of Existing Vehicle Roadway Conditions And Person Trip Volume and Capacity Roadway Conditions Person Trip Volume and Capacity Transit Minimum Excess Capacity (see Table E-2) Segment Total Miminum LOS (see Table E-2) Study Corridor Miami Adopted Peak LOS (see Table E-5) Maximum 2004 LOS (see Table E-1) Roadway Mode LOS (see Table E-2) Biscayne Blvd (NE 14th St to NE 6th St) E D D 1,840 D NE tad Ave (NE 131h St to NE 3r1 St) E + 20 D D 1,646 D NE 1st Ave (NE 131h St to NE 60 St) E + 20 D C 1,674 C N. Miami Ave (NE 13th St to NE 61h St) E + 20 C C 1,359 C N E 111h St (Biscayne Blvd to Miami Ave) E+ 20 C C N/A C NE loth St (Biscayne Blvd to Miami Ave) E + 20 C C N/A C 1-395 (Palm Island to I-95) E C C 686 C Note: Transit excess capacity does not include Route 48 (no longer in service) or airport or over night service, The roadway link analysis for existing conditions indicates that all of the designated study area roadways impacted by the proposed project operate at acceptable LOS E or better (compared to designated Miami adopted LOS) regardless if the corridor capacity is based on peak hour vehicles or person -trips. Intersection analysis for the existing conditions also indicated that all intersections operate at acceptable levels of service at existing peak season conditions. The intersection analysis results for the existing conditions (AM and PM) are presented in Table 4. The intersection turning movement volumes are summarized in Attachment P. 3 Level of Service information obtained from 2002 Quality/Level of Service Handbook. 1100 Biscayne Boulevard (Marquis) Keith and Schnars, P.A. MUSP Traffic Impact Study 9 Revised October 28, 2004 • Table 4 Summary of Intersection Level of Service Analyses (1) AM Peak Hour PM Peak Hour Intersection (3) Existing Year 2004 Year 2008 Background Year 2008 Total Existing Year 2004 Year 2008 Background Year 2008 Total NE2ndAveand12thSt (2) C C C D D D NE 2nd Ave and 1-395 Off -Ramps (2) C D D C C C NE 2nd Ave and 1.395 Off -Ramps (2) C C C C C C NE 2nd Ave and NE 11m St A C (4) B (4) B C (4) C (4) Biscayne Blvd and NE 11m St A C (4) C (4) A B (4) C (4) Biscayne Blvd and NE 1 l h Ter B C C C C C Project Access and NE 11 th St (5) N/A N/A B (4) N/A N/A B (4) Notes: (1) Application of HCS 2000: Signalized Intersections Release 4.1d. (2) NE 2nd Avenue/NE 12th Street/I-395 Ramp Intersection group broken down into three intersections for purposes of analysis. (3) Analysis summary sheets found in Attachment F (4) Intersections analyzed with NE 11th Street as two-way facility. (5) Unsignalized intersection HCS 2000: Unsignalized Intersections Release 1.d. 7. Background Traffic Growth The growth in background traffic was estimated using a weighted compounded growth rate from 1999 to 2003 for the FDOT count stations located within the study area. Historic counts resulted in a regional growth rate of 2.02 percent as shown in Table 5. A conservative two percent regional growth rate was used in the analysis in order to account for smaller committed projects. Figure 4 presents the estimated year 2008 background intersection volumes for the project site. 8. Committed Developments Numerous projects have received approval and are either being constructed or in the final planning process. As part of the study methodology, all such projects were to be identified and traffic data (if available or applicable) would be used to assign the committed development trips to the study corridors and/or intersections. The committed project area was limited to I-395 on the north, Biscayne Bay on the east, the Miami River on the south, and 1-95 on the west (see Figure 1). 1100 Biscayne Boulevard (Marquis) Keith and Schnars, P.A. MUSP Traffic Impact Study 10 Revised October 28, 2004 • NE 12th St. 1-395 Off Ran (FROM SR Lo o— w o CD V 465[636] 1-395 ��//�- Off Ramp (FROM 1-95) NE11thSt® 394[388] 667[560] - w 620[394] -> 1125[5222] - v CO (0 CD 0 CO r(D Y N N CO (C) 0) CN1 O CV G) CV < V NE 2nd Ave. end: XXX AM Background 2008 IntersectionTurning Movement Volumes PM Background 2008 lntersectionTurning Movement Volumes NE 11 th Ter. 1100 Biscayne Boulevard < - 216[412] 44[25] A - 0[0] < 260[423] w CO 829[804j - A 208[26] 0[O] - -- A 423[260] --- N.4TRANPtANV' raj ecls12004117M2 1100 BiscaynelGraphics1200B-AM&PM•Background-TM CAN PG. 148[169] A 275[91]....._ v Not to So* CD C.} CO N 1 v < A one 1100 Biscayne Boulevard AM and PM 2008 Background Peak Hour Volumes - KEITH and SCHNARS, P.A. . jr_ ENGINEERS, PLANNERS, SURVEYORS FIGURE 4 9/24/04 • • TABLE 5 1100 BISCAYNE BOULEVARD MUSP TRAFFIC IMPACT STUDY AREAWIDE GROWTH RATE BASED ON HISTORICAL COUNTS COUNT STATION AADT COMP. GROWTH ROADWAY NUMBER 1999 2000 2001 2002 2003 RATE SR•5,100' N OF NE 11 ST FDOT-5049 43,500 46,000 44,500 49,000 46,000 1.41% SR-5,100' S OF NE 13 ST FDOT-5052 41,000 49,000 42,000 43,500 45,000 2.35% SR-5, 100' N OF NE 13 ST FOOT-5053 37,0001 51,500 38,000 39,000 40,500 2.29°k AREAWIDE GROWTH RATE 2.02% 1-95,100' E OF NW 2 AVE FOOT-2506 96,500 101,500 92,500 94,000 106,500 2.50% - Count Station Historic AADT obtained from '2003 Ftodda Traffic Information' CD Published by FDOT, 9/2ortu The following is a list of the projects that were identified within the designated limits and approved by the City's traffic consultant to include in this analysis. Figure 5 presents the general location of the 18 committed developments used for analysis. The figure also illustrates the general influence of committed development traffic on segments common with the proposed development (see also Table E-4). Brief trip generation and/or distribution information for each development is presented in Attachment G. 1. *330 Biscayne 2. 50 Biscayne (Columbus Residential Tower and Columbus Office Tower 3. 900 Biscayne 4. Dupont Towers (Dupont Plaza) 5. Everglades on the Bay 6. *Joint Development Miami Parking Garage No, 1 7. Marina Blue (The Mist) 8. Metropolitan Miami Parcels B, C, D (Met One) 9. Miacentralis Tower 1 and II 10 *Office Building (27 NE 9th Street) 11 One Miami (Parcel A) 12 River Front East (Miami River Village) 13 River Front West (Miami River Village) 14 *Ten Museum Park (Core) 15 *The Loft (Related) 16 The Loft 2 (Related Lofts II) 17 Lyric Village & Lyric Oaks 18 *Overtown Transit Village (Miami -Dade County Projects marked with (*) either were not required to submit a traffic report, were deemed exempt, or the information was dated and/or not available in the office of the City of Miami Planning Division (i.e. Overtown Transit Village) The majority f the developments listed above did not adversely impact the study area corridors or intersections. Unless provided specific turning movement and/or link volume information and judgment was used to extend external trips to the designated study area and distribute the trips at the study intersections. The majority of the reports did not present AM peak hour volumes or analyses. In these cases estimates were made based upon similar projects (and 1100 Biscayne Boulevard), mainly based upon the latter's proportional characteristics between AM and PM peak trips. The resulting volumes were applied to the corresponding segments and/or intersections (see Table E-4). 1100 Biscayne Boulevard (Marquis) Keith and Schnars, P.A. MUSP Traffic Impact Study 12 Revised October 28, 2004 Not to Scale To Eastern Limit of City of Miami BISCAYNE BAY To Eastern Limit of City of Miami MMMMM at MI MMMMMM General Study Area and Influence Area for Committed Development Traffic No Traffic Report or Other Information Available (Assumed Localized Impact) See Report Text or Table E-4 for Corresponding Identification 1100 Biscayne Boulevard Committed Development General Traffic Impacts Segments N.1TRANPLAN1Projects2094117342 1100 BiscayneSGraphic$1Fignre t.WPG FIGURE 9.24;04 o 9. Programmed Improvements A list of programmed improvements within the general Downtown Miami study area is provided in Attachment H. The source is the Miami -Dade Transportation Improvement Plan, Draft 2005-09. The following are several of the more significant transportation improvements planned for the immediate study area. a. SR51US 1 Biscayne Boulevard pavement reconstruction from NE 2nd Street to NE 38th Street, b. 1-395/SR A1A ATMS-Information system, c. SR 836 pavement reconstruction from 1-95 to the MacArthur Causeway, d. 1-395 Interim roadway widening of NE 2nd Avenue from Downtown to NE 14th Street, e. SR 9/1-95 ATMS-Information system, f. SR 5fBrickell Avenue resurfacing from SE 25th Street to SE 4th Street, g. NW 5th Street, SW 1st Street, Flagler Street and Brickell Avenue drawbridge operations, h. New SW 2nd Avenue 4 lane bridge, i. Flagler Street from NW 2nd Avenue to Biscayne Boulevard: One to two-way operations, j. NE 8th StreetlBayshre Drive — new four lane roadway with baywalk, k. NW 14th Street widening to three lanes from NW 10th Avenue to 1-95, and I. Bayside Promenade from NE 2nd Avenue to Biscayne Boulevard. The primary roadway project in the immediate area is FDOT's Biscayne Boulevard Realignment project. This work, which is slated to start in mid 2005, generally involves physical and operational improvements along Biscayne Boulevard from near Bayside to just north of 1-395. The one operational action which will have a significant bearing on the 1100 Biscayne Boulevard project is the changing of the current one-way operations on NE 9th, loth, and 111h Streets, between Biscayne Boulevard and NE 2nd Avenue, to two-way operations. An example design plan sheet for the future operational change along NE 11 th Street is presented in Attachment I. Since this action is programmed to take effect prior to or by the time of the initiation of operations of 1100 Biscayne Boulevard, the impact of the street operations change has been taken into account with respect to project trip assignment and roadway segment and intersection analyses. Peak hour traffic estimates for the two-way operations for 2008 were developed based on the limited information presented in the "Biscayne Boulevard Operational Analysis." March 2003 (David Plumme r & Associates), in addition to current count data and model derived daily volumes. 10. Future Background Traffic Conditions Future background traffic volumes at primary roadway links and intersections (Figure 4) were estimated by applying a regional two percent annual growth rate presented in Table 5 to existing peak season traffic volumes and then adding the committed development trips. The person trip analysis for both 2008 background and total project is summarized in Table 6 and the intersection analysis is summarized in Table 4 (see also Attachment E) The capacity and LOS analysis for future background conditions indicates that all significant roadway links and intersections will operate at acceptable levels of service in 2008 after background growth and trips from committed projects have been added to existing traffic. 1100 Biscayne Boulevard (Marquis) Keith and Schnars, P.A. MUSP Traffic Impact Study 14 Revised October 28, 2004 11. Project Trip Generation The total number of person trips and net external vehicles generated by the proposed residential, hotel and retail land uses of the project are summarized in Table 7. ITE trip rates for high-rise condos (1TE land use 232), hotel (ITE land use 310), quality restaurant (ITE land use 931), and retail (ITE land use 814) were used to estimate daily, AM and PM peak hour trips generated by the project. Because of the small amount and type of retail involved, no pass -by reduction was applied. Internalization between the residences, hotel, restaurant and retail was determined through the application of ITE's mixed -use methodology. No trip reduction or credit was taken for the existing hotel facility, to provide a more conservative approach for the analyses. Transit reduction was based on the Downtown DRI study, which estimated a transit modal split of 11.7 percent in the CBD area for Increment I. Person trips were estimated using a downtown vehicle occupancy factor of 1.4 persons per vehicle as used in previous studies in Downtown Miami. The detailed trip generation and internalization tables are found in Attachment J. Table 6 Summary of 2008 Person Trip Conditions And Person Trip Volume and Capacity Person Trip Study Corridor Miami Adopted Peak LOS (see Table E-1) 2008 Background Min LOS (see Table E-3) Total 2008 Min LOS (see Table E-3) Biscayne Blvd (NE 14th St to NE 6th St) E D D NE2ndAve (NE 13th St to NE 3d St) E+20 D D NE 15tAve (NE 13th St to NE 6th St) E+20 C C N. Miami Ave (NE 130"SttoNE6«St) E + 20 C C NE11thSt (Biscayne Blvd to Miami Ave E+20 C C NE10thSt (Biscayne Blvd to Miami Ave E+20 C C I-395 Palm Island to 1-95 E C C 1100 Biscayne Boulevard (Marquis) MUSP Traffic Impact Study 15 Revised October 28, 2004, Keith and Schnars, P.A. • Table 7 Trip Generation Summary Daily AM Peak PM Peak Total In Out Total In Out Total In Out Gross Trips 2,020 1,011 1,09 156 41 115 235 142 93 Less internalization 122 61 61 8 4 4 24 12 12 Less Pass By (5% daily only) 17 8 9 0 0 0 0 0 0 Ped/Bike Reduction (10%) 202 101 101 15 4 11 21 13 8 Total Net External 1,679 841 838 133 33 100 190 117 73 Transit Reduction (11.7%) 196 98 98 16 4 12 22 14 8 Net External Vehicle Trips 1,483 743 740 117 29 88 168 103 65 Net External Person Trips (1.4 Factor) 2,350 1,177 1,173 186 46 140 266 164 102 Note: No trip credits or reductions for existing use (97 room hotel) taken. 12. Project Trip Assignment Project trip assignment was performed using an interpolated year 2008 MUATS FSUTMS model. The model interpolation was based upon the 1999 validated and 2025 Cost Feasible MUATS FSUTMS models. The county cardinal distribution was not used because it did not have a traffic analysis zone (TAZ) assigned to the project site, and therefore, no cardinal distribution specific to our project location. Further, considering the location of the project and the complex layout of ramps within the study area, it was quite evident that a model distribution using a zone created specifically for the project would provide a more accurate trip assignment compared to a County based cardinal distribution of a nearby zone. A dummy zone (TAZ 1468) was created for 1100 Biscayne Boulevard and loaded with the proposed residential and retail land uses. A centroid connector was added to link the project's zone to NE 11 th Street similar to the driveway shown on the site plan. A select zone analysis was performed to assign project trips onto the roadway system. Model derived daily trips were calibrated within ±5% of the daily trip generation analysis based on ITE Trip Generation 7th Edition. Furthermore, the model roadway network on NE 11 th Street and NE 10th Street were revised to reflect the programmed two-way traffic operations. The model output daily project trip distribution is illustrated in Figure 6. The adjusted project trip distribution percentages are shown in Figure 7. Considering that the downtown roadway network is predominantly one-way, the project trip distribution percentages were adjusted to reflect 100% inbound and 100% outbound depending upon the roadway directionality but maintaining the global project trip distribution from the model. 1100 Biscayne Boulevard (Marquis) Keith and Schnars, P.A. MUSP Traffic Impact Study 16 Revised October 28, 2004 t` t NE11 MEIN italiwrev I N E 10 ���©�® >� ' 1100 Biscayne i Not to Scale 1 46 L end: 100.0% FSUTMS Project Distribution NATranplan'Projects12C04117342 Escsyne`,Graphos R,ev 10-27-0452G69 FSLITMS Project06l rutionwpg 1100 Biscayne Boulevard 2008 FSUTMS Project Distribution into - K.EITH and SC7NARS, PA. ENGINEERS, PLANNERS, SURVEYORS w FIGURE 6 1628104 17 • • c NE 12th St. 1-395 Off Ramp (FROM SRC; 1-395 Off Ramp (FROM 1-95) NE l lth St. 0% - -� 23.4%--- 29.5%—may < 0% NE 2nd Ave LQgand_ X% Inbound X%0[0] Outbound NE l lth Ter. 1100 Biscayne Boulevard <--64.2%[O] Nir —3 9%[O] 0 0 Gi cA (▪ 7) — 45.0% Not to Scale c co o 0% w o Csi c0 a :(c-9 55.0% --A 0% NATRANPLANIProfects1200411734211(106iscayne\Graphics4Porjec( chstdbut n.WPG 16.0%[O] 15.9%[O]---w 1T pa cc, N 173 1100 Biscayne Boulevard Project Trip Distribution KEITXI and SC:I MARS, P.A.. W 1.►�►r. ENGINEERS, PLANNERS, SURVEYORS '.0110111,- FIGURE 7 10/27/04 • 13. Total Traffic Conditions Total traffic volumes at project build -out in 2008 were estimated by adding project trips onto the background traffic. In Table 6, the capacity and LOS analysis for future 2008 conditions with the project indicates that the roadway links and intersections will operate at acceptable LOS. Figure 8 presents the estimated 2008 total peak hour volumes. 14. Intersection Analysis As stated in the previous sections, HCS 2000 software was used to analyze the operation of the signalized and unsignalized intersections providing direct access to the project site. All of the intersections analyzed were found to operate at acceptable levels of service (LOS of D or better) during the AM and PM peak hours for existing, background, and total traffic conditions at project build -out (2008). The intersection levels of service are summarized in Table 4 and the HCS printouts and signal timing are included in Attachment F. 15. Project Access Driveway The site plan provided in Attachment B indicates that 1100 Biscayne Boulevard will be serviced with directional driveway located off NE 1 1th Street. This driveway will serve all site residents and visitors. The trip generation analysis shown in Table 7 indicates that the project will generate 117 net external vehicle trips during the AM peak period and 168 net external vehicle trips during the PM peak period. Assuming the project driveway remains unsignalized, the unsignalized module of HCS2000 was used to examine the driveway operation at project build -out during the peak AM and PM hours. The HCS analysis reveals that the project driveway has adequate capacity to handle the peak inbound and outbound traffic from the project site while maintaining acceptable levels of standard and minimum delays for all approaches of the intersection. The results are provided in Table 4. 16. Concurrency Concurrency in Downtown Miami is based on corridor person -trip capacity as defined in the Transportation Element of the Miami Comprehensive Neighborhood Plan. The person -trip link analysis depicted in Table 6 and Attachment E satisfies concurrency requirements for the project. 17. Transportation Control Plan Measure The City of Miami requires that developers submitting a MUSP provide a description of possible actions to reduce the site's impact upon adjacent or nearby streets and intersections. The proposed 1100 Biscayne Boulevard project is located adjacent to one of the Metromover's station (111h Street Station) and has various bus routes operating along Biscayne Boulevard and NE 2nd Avenue. The site provides a convenient and accessible opportunity for transit use and thus helps to reduce the primary development trips to and from the site. 1100 Biscayne Boulevard (Marquis) Keith and Schnars, P.A. MUSP Traffic Impact Study 19 Revised October 28, 2004 • • r- 0)Lc) Ea. co (0 ' Q NE 12th St, 1-395 Off Ramp (FROM SR-836) 1-395 Off Ramp (FROM 1-95) NE llth St. 394[388] —> 674[584] _,--v vCO NL 620[394] > 1134[552] < 465[636] NE 2nd Ave. XXX AM Total 2008 IntersectionTurning Movement Volumes [XXXI PM Total 2008 IntersectlonTurning Movement Volumes NE l lth Ter. 1100 Biscayne Boulevard < 272[454] .---47[28] 13[46] F- 260[423] 829[804] 208[26] ,y N N o ti co 0) NATRANPLANIProkels.2004117342 t400 BiseaynalGrap ics52006-AM&PM-Zolal-TMC.WPG 16[57] --A 423[260] > 162[179] —A' 289[101 ] y 1 Not to Scale 0) N N CO (Ni 0) 0) o0) N CO CD 1100 Biscayne Boulevard AM and PM 2008 Total Peak Hour Volumes geg KEITH and SCAN , P.A. \1 ENGINEERS, PLANNERS, SURVEYORS FIGURE 8 t0/28/04 • To assure accessibility, the design team would assure proper location and design of the sidewalks surrounding the site. This design would help to encourage residents and hotel visitors to walk to/from the Central Business District (CBD) or the Metromover, which in turn provides a direct link to Downtown and the burgeoning arts and theatre district to the north of 1-395 as well as the Metro and major bus routes. The presence of a small first level retail area can help to reduce the need for some services beyond the site. Other traffic reduction measures that can be applied include, but not limited to the following: A. Permit transit service information (maps schedules) to be placed in the hotel and main residential lobby/entrance. B. Encourage car-pooling and vanpooling through the dissemination of information through any homeowners' organization or employee services. C. Cooperate with the pertinent agencies to help place transit guide signs or other related information at selected points around the site. 18. Conclusions and Recommendations The 1100 Biscayne Boulevard project consists of a 334 unit high-rise residential development with a modest botique hotel and first level retail/restaurant service, The project's land uses and location offer unique transportation advantages. First, high-rise condos generate significantly fewer trips per unit compared to other residential or commercial uses. Secondly, the project location provides good access to and from 1-395. Thirdly, the Metromover 11th Street Station is located across from the southwest corner of the site and provides a high frequency connection to Metrorail and various bus services. And lastly, most of the roadway network surrounding the project consists of one-way streets, which minimize conflict and improve the system capacity and efficiency. The study results summarized in Tables 4 and 6 confirm the transportation advantages of this project. Even after accounting for background growth, the change of 11th Street to two-way operations, and committed development traffic the project traffic at build -out will not cause any detrimental impact to the study intersections or roadway links. All of the study intersections are projected to operate within standards, which are permitted by the City and most would operate at or above LOS D. In addition, the project driveway is not required to be signalized and is expected to operate at LOS C at full occupancy of the project, The results from the enclosed traffic analysis support the conclusion that traffic impacts for the 1100 Biscayne Boulevard project can be accommodated by the adjacent roadway network, The project is designed to encourage pedestrian traffic and to promote transit use with its proximity to the existing Metromover station. N:ITRANPLAMProjsctst20041173421100 BiscaynetReports4Traffic Study Revised t 0-28-04. doc 1100 Biscayne Boulevard (Marquis) Keith and Schnars, P.A. MUSP Traffic Impact Study 21 Revised October 28, 2004 • ATTACHMENT A LETTER OF METHODOLOGY City of Miami Traffic Consultant: URS Corporation 5100 NW 33rd Avenue, Suite 150 Fort Lauderdale, Florida 33309-6375 (Includes corresponding e-mail messages) 1100 Biscayne Boulevard (Marquis) MUSP Traffic Impact Study ATTACHMENTS September 2004 Keith and Schnars, P.A. Project No. 17342,00 KEITH�and SCHNARSV, P.A. September 9, 2004 Revised September 16, 2004 Mr. Raj Shanmugam, P.E. Senior Project Manager URS Corporation 5100 NW 33rd Avenue, Suite 150 Fort Lauderdale, FL 33309-6375 RE; Traffic Study Methodology 1100 Biscayne Boulevard Keith and Schnars Project No. 17342.00 Dear Mr. Shanmugam: As discussed in our earlier telephone conversation, Keith and Schnars, P.A. has been retained to prepare a Major Use Special Project (MUSP) Traffic Impact Study for the proposed 1100 Biscayne Boulevard condo/hotel/retail development. The proposed project would be located on a downtown Miami site that is currently occupied by the Port of Miami Hotel and bounded on the north by NE 11th Terrace, on the east by Biscayne Boulevard (US-1), on the south by NE 111 Street, and on the west by NE 2nd Avenue. The project is expected to be completed by December 2007. Thus, the build -out year for analyses purposes will be 2008. The proposed project will replace an existing hotel (97 rooms) facility with a high-rise residential condo building with 334 units, an integrated hotel facility with 48 rooms, and retail/entertainment area of approximately 5,765 square feet. The primary access will be off NE 11 th Street. The proposed methodology for the traffic impact study will adhere to the MUSP requirements, the Transportation Element of the Miami Comprehensive Neighborhood Plan, and the Miami Downtown Increment II DRI Methodology. The study will include a concurrency evaluation based on corridor person trip capacity of all transportation modes as defined by the City of Miami, and an operational analysis of the intersections impacted by the proposed project using the latest Highway Capacity Software (HGS). The general proposed approach is as follows. 1. Study Area Loading the project trips onto the FSUTMS model used in the Miami Urban Area Transportation Study (MUATS) to obtain project distribution and identifying segments with significant (5% of capacity) project trips will determine the study area for the project. The basic procedure will be to establish the 2008 conditions through interpolation between the officially validated and ap p roved 2025 Miami -Dade County Transportation Model and 1999 model. All pertinent inforrmation regarding the application of the model shall be submitted to URS. 6500 North Andrews Avenue • Ft. Lauderdale, Florida 33309-2132 (Q 41 77F-1 F1 F 0 (Rnm 4RR-12z Fax (P54) 771-7690 • • • Mr. Rai Shanmugam, P.E. Traffic Study Methodology 1100 Biscayne Boulevard Keith and Schnars Proiect No, 17342.00 September 19, 2004 Revised September 16, 2004 — Page 2 The principal corridors that will be included in the analyses are: a. North -South: Biscayne Boulevard, NE 2nd Avenue, NE fat Avenue and Miami Avenue. b. East-West: NE 10th, 11 th, and 13th Streets and 1-395. 2. Existing Traffic and Transit Data Existing traffic data will be initially collected from field counts and data available from FDOT and Miami -Dade databases. The initial count program will be limited to the following areas: a. Turning Movement Counts intersection turning movement counts will be conducted for four (4) hours on a weekday. The AM peak period will be 7:00 to 9:00 and the PM peak period will be from 4:00 to 6:00, The intersection counts will be conducted at the following intersections: 1. Biscayne Boulevard (US-1) at NE llth Street il. Biscayne Boulevard (US-1) at NE 1lth Terrace iii. NE 2nd Avenue at NE 12th Street iv. NE 2nd Avenue at NE 11th Terrace v. NE 2nd Avenue at NE 11 th Street vi. NE 2nd Avenue at central 1-395 off -ramp b. 24 hour counts will be conducted on the following segments: i. Biscayne Boulevard between NE llth Street and NE llth Terrace 11. NE 1 lth Street between Biscayne Boulevard and NE 2nd Avenue NE 2nd Avenue between NE 11th Street and NE 1 lth Terrace iv. NE 1 ith Terrace between NE 2nd Avenue and Biscayne Boulevard Transit and person trip information will be based on the information presented in the Downtown Miami increment 11 DR Traffic data will be adjusted to reflect peak season conditions. 3. Background Traffic Growth The background traffic growth will be estimated based upon a weighted compounded growth rate utilizing historic FDOT count stations. The expected traffic redistribution resulting from the implementation of the Biscayne Boulevard realignment project as described in Item 7 will be incorporated in the determination of future background traffic. Preliminary estimates of historic growth rates yield 2.02 percent per year for the area streets and 2.5 percent for 1-395. These rates reflect the ongoing development in the area related in large measure to the Miami Downtown DRI Increment 11. Mr. Raj Shanmugam, P.E. Traffic Study Methodology 1100 Biscayne Boulevard Keith and Schnars Proiect No. 17342,00 September 19, 2004 Revised September 16, 2004 — Page 3 For purposes of analysis the combined trips estimated for the South East Overtown/Park West DRI and total Increment ll trips will be applied to the 2008 build -out scenario. However, the un-built elements of Increment l will be assumed in the background growth rate. 4. Committed Developments Numerous projects have received approval and are either being constructed or in the final planning process. These current committed developments and related information for the Downtown Miami area shall be obtained from the City of Miami. However, instead of performing individual assignment of each committed development project trips, the overall committed trip distribution for all Increment I project included in the Downtown Miami Increment Il Dili and those related to the South East Overtown/Park West DRI will be used in the analysis. Furthermore, considering that 1100 Biscayne Boulevard build -out is in 2008, and that the DRI Increment II build -out is 2009, all the trips used in the DRI will be considered as committed projects for this study. 5. Project Trip Generation The total number of person trips and net extended vehicles generated by the proposed project shall be determined through the application of Institute of Transportation Engineer's Trips Generation, 7th Edition. However, for the Downtown corridor person trips capacity analysis, the existing 98 rooms Port of Miami Hotel will be credited. 6. Project Trip Assignment Due to the nature, magnitude and location of the proposed project, project trip assignment and distribution will be established through the application of the updated MUATS FSUTMS model. 7, Programmed Improvements Established ongoing and/or programmed improvements shall be incorporated in the analysis. This includes FDOT's Biscayne Boulevard Realignment Project, which includes the conversion of 9th, loth, and 11th Streets to two-way operations between Biscayne Boulevard and NE 2nd Avenue. This project is currently programmed for implementation starting June 2005. 8. Traffic Analysis Traffic impact analyses will be conducted for existing, future background, and total traffic con ditions based on person trip analysis for corridor segments, and net external vehicular trips for intersection analysis. 9. Intersection Analyses HCS 2000 software will be used to analyze the operation of the signalized intersections providing direct access to the project and the hotel credit trips will be added back for the intersection analyses. 10. Project Access Driveway The proposed project is expected to be serviced with directional driveways off NE 11t11 Street, Assuming that these driveways will remain unsignalized, the unsignalized module of HCS 2000 will Mr. Raj Shanmugam, P.E. Traffic Study Methodology 1100 Biscayne Boulevard Keith and Schnars Proiect No. 17342.00 September 19, 2004 Revised September 16, 2004 -- Page 4 be used to examine the driveway operations at project build -out during the AM and PM hours. Furthermore, the hotel credit trips will be added back for the project access driveway analyses. 11. A general Transportation Control Measures Plan (TCMP) will be presented in compliance with Article VI, Sec. 14-182. This plan may include, among others, providing local and mass transit route and schedule information to employees and guests and guidance information (signing) directing employees, guests, and residents to the nearly Metromover and MDT bus stops on Biscayne Boulevard and NE 2nd Avenue. Please do not hesitate to call me at (954) 776-1616 ext. 6736 if additional information is required or modifications to the methodology are necessary. Sincerely, KEITH and SCHNARS, P.A. neers - Planner- Surveyors ' `/76/c ose L. odrigu Senior Project Ma JLR/mp cc: Jose Carlo N:ItRANPIAMProjects120041173421100 Biscayne\Correspondence\Shanmugam 9-18-04.doc • Z. Red Lobsterrrm Gibson Park `y. 1 k .`.. ..... _- 1R40 Biscayne Bmdar NUt+'.12th St: �' 7 - `� ._-.•-'7,- Miami, FL 33132 ➢; NE th St NE 13th Gb 07 tdlfu 1 rh errata z #17 -Lyric Village &Lyric Oaks klG 1 th St Z -__ - m 950 NW grid Ave __ #3 -- 900 Biscayne 1 �Irh �t Miami, FL 33136 #7--Marina Blue 900 Biscayne Blvd �4t t 688 Biscayne Blvd Miami, FL 33132 Q, r: Miami, FL 33132 ioV.9th St r:. at - Si _- NW. St=: W 3rdSt :.. Lumrnus Pa€k. 1-85..Exit F:i • U5 #16 The Loft 2 133 NE 2nd Ave Miami, FL 33132 { j 8t-h St 0rsyhound-Miami - A€r:eriC5f Airlines Arena Freedom's CTower Tower S--Everglades on the Bay 244 Biscayne Blvd Miami, FL 33132 c 5arr Villa_.,. st_.. 1 iRea.ura at......-_- at _voral ad es Hote NW:. 2nd Si. NE 2td::E �91 Ann eica H ,tuna Hotel - .VEiami esu Char, NE. 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'..Re . 1 v I s( _ Eed '. ,l g..._ #� �1 �' 85 W Fla E(2 it Di E Ma a ms 4 Chris' Cate Ftey Met One X km SE 1t St 30o sE 3rd St 1100 9:scayne Blvd Pro iscayfre' R Pnt� stYCt = "et #1--330 Biscayne Blvd 330 Biscayne Blvd Miami, FL 33132 t #2--50 Biscayne (Columbus) X _. 50 Biscayne Blvd a i i Miami, FL 33132 Insmi, r s��ax #12--River Front East x' " ! 6 ammo St SW 3rd #4 (DuAx t ) W Holiday r�7 Miami, Biscayne 331(`,}1t3r1T1 1 !az 1- Towers X SE-- 2nd y Hnulevara ay '.l MarN, FL 33130.: ....,A inn-Dawntrkw{C onventien Ctr 3 r SW 3rd, 50 SE FL d33t131Tower c 1-95 ExEtB �....:,, Dupont Plaza Hotel Jose y', Marti Park 100 #13 - River Front West X ttag 100 SW 3rd 5t Miami, FL 33130 #11--One Miami 205 5 Biscayne Blvd Miami, FL 33131 Jose Rodriguez Ororn: ent: To: Cc: Subject: pit09425.gif (1 KB) Hello Jose, Quazi_Masood@URSCorp.com Friday, September 17, 2004 2:29 PM Jose Rodriguez Raj_Shanmugam @ U RSCorp.com Re: 1100 Biscayne Boulevard The eastern boundary should be changed to "Biscayne Bay" instead of "Biscayne Boulevard". FYI, I have not recieved any attachment, so please send it again. Thanks. Quazi Masood, E.I. Transportation Engineer URS Corporation 5100 NW 33rd Avenue, Suite 150 Fort Lauderdale, FL-33309-6375 T: 954.739.1881 (X236) F: 954.739.1789 IIIIhttp://www.urscorp.com/ • "Jose Rodriguez" <jrodriguez@keithands chnars.com> 09/17/2004 01:56 PM Hello again Quazi To: <quazi masoodc�urscorp.com7 cc: — Subject: 1100 Biscayne Boulevard The following is a re -write of Section 4 of the methodology. Please review and comment. 4. Committed Developments Numerous projects have received approval and are either being constructed or in the final planning process. These current committed developments and related information for the Downtown Miami area shall be obtained from the City of Miami (as available). Attached is a list of the committed developments within the influence area as discussed with you (North-I--395; East -Biscayne Boulevard; South -Miami River; West-I-95) for final selection. The committed trips for each of the selected projects shall be added to the estimated 2008 traffic to produce the total 2008 background traffic. Thank you, 1 Jose Rodriguez ram: ent: To: Subject: Quazi_Masood@URSCorp.com Friday, September 17, 2004 5:00 PM Jose Rodriguez RE: 1100 Biscayne Boulevard Committed Copy of Committed wefopments.doc (2€ Projects Lar... Jose, We accept the list of committed developments shown in the attached figure. Thanks Quazi Masood "Jose Rodriguez" <jrodriguez@keithands chnars.com> 09/17/2004 02:34 PM Hello Quazi Thanks. My bad. Jose Luis Rodriguez, P.E. Sr. Project Manager Keith and Schnars, P.A. 6500 North Andrews Avenue Fort Lauderdale, Florida 33309-2132 Ofc. Tel. (954) 776-1616, Ext 6736 Fax: (954) 771-7690 E-mail: jrodriguez@keithandschnars.com To: <Quazi_Masood@urscorp.com> cc: Subject: RE: 1100 Biscayne Boulevard Original Message From: Quazi_Masood@URSCorp.com(mailto:Quazi_Masood@URSCorp.com] Sent: Friday, September 17, 2004 2:29 PM To: Jose Rodriguez Cc: Raj_Shanmugam@URSCorp.com Subject: Re: 1100 Biscayne Boulevard 1111 Hello Jose, The eastern boundary should be changed to "Biscayne Bay" instead of "Biscayne Boulevard". FYI, I have not recieved any attachment, so please 1 send it again. Thanks. 41Ik uazi Masood, E.I. ransportation Engineer URS Corporation 5100 NW 33rd Avenue, Suite 150 Fort Lauderdale, FL-33309-6375 T: 954.739.1881 (X236) F: 954.739.1789 http://www.urscorp.com/ "Jose Rodriguez" <jrodriguez@keithands <quazi masood@urscorp.com> 4111Hello again Quazi chnars.com> 09/17/2004 01:56 PM To: cc: Subject: 1100 Biscayne Boulevard The following is a re -write of Section 4 of the methodology. Please review and comment. 4. Committed Developments Numerous projects have received approval and are either being constructed or in the final planning process. These current committed developments and related information for the Downtown Miami area shall be obtained from the City of Miami (as available). Attached is a list of the committed developments within the influence area as discussed with you (North-I-395; East -Biscayne Boulevard; South -Miami River; West-I-95) for final selection. The committed trips for each of the selected projects shall be added to the estimated 2008 traffic to produce the total 2008 background traffic. Thank you, Jose Luis Rodriguez, P.E. Sr. Project Manager Keith and Schnars, P.A. 6500 North Andrews Avenue Fort Lauderdale, Florida 33309-2132 Ofc. Tel. (954) 776-1616, Ext 6736 Fax: (954) 771-7690 E-mail: jrodriguez@keithandschnars.com (Embedded image moved to file: pic09425.gif) 4111 (See attached file: Committed Developments.doc) (See attached file: Copy of Committed Projects Large Scale DR (September 2004).xls) 2 • • ATTACHMENT B SITE PLAN 1100 Biscayne Boulevard 1 MARQUIS Ground Floor Level September 23, 2004 ARQUITECTONICA 550 Brickell Avenue, Suite 200 Miami, FL 33131 1100 Biscayne Boulevard (Marquis) MUSP Traffic Impact Study ATTACHMENTS September 2004 Keith and Schnars, P.A. Project No. 17342.00 SET:-C.K UNE OEFJ! •, TroN UNE O( ARQUI1ECTONICA 559 BrlckeR Avenue, Su1a 200, Mlarrl, FL 33131 701.305.372.1512 Fan. 305.372.1175 www.erautectonlcataal maples, hingwtlur. - p.mmokmanIMia,d any PwrR,u dawekh Nmad.wthoulNev. mtaOnrrJw,.i Hagoalod R time3eet¢ an popegm +ra neennd (c)am. N.E. 11TH TERRACE N89`5970"E 238.36' a 4V ��i1 11 RAY 22553FL "'-o' N,E.11TH STREET MARQUIS A.I. & BOYMELGREEN 444 B ' venue, Suiie 650 , FL 33231 RVALiDY 17.50TAffwr0r 4501, 41113UL GROUND FLOOR LEVEL Scale: Project t MAIOR USE SPECIAL Sepicm64: 23, 2086 4NTERSTATE 395. METROMOVER ABOVE N.E. 11T1 TERRACE OWNHQUS •TL13 cwlup000 ARQUITECTONICA 550 &kke¢Avewg, aare 230, Mlaml. FL 33131 TO.305.373.1812 Fax 305.3721175 vrm..arquNacinnice.can Na4Nb14.Ars,a .h@.nk ma1lvE.on o< any portion Imo awing. aea without the nwn,+, rIbm 4.nr.d� gnn Fkmbdhm.n Cn.� ewpvay.1 wgwacovW1( named (4 xro. STORY TOWNNOGSES brlmMy3are poop -, a.�twa0,371ai N.E.11 TH STREET (2-WAY PROPOSED) TEN MUSEUM PARK PLANNED SO -STORY BUILDING (BY OTHERS) MARQUIS 110AYNE BOULEVARD LEIF BOYMELGREEN SITE PLATE Saale, II=41Y BICENTENNIAL. PARK N IliPr.i.G 1416 MAJOR USE SPEC0L 0 1 Ncr.mbe 03a 004 A0,O • ATTACHMENT C TRAFFIC AND TRANSIT DATA Traffic Counts: 24-Hour NE 11 th Street, NE 11 th Terrace, Biscayne Boulevard and NE 2nd Ave. Intersection NE 2nd Avenue at NE 12th St., NE 11 th Terrace and NE 11 th Street Biscayne Boulevard at NE 11th St and NE 11th Terrace Signal Controller Information: Source: Miami -Dade County Traffic Engineering Traffic Factors: 2003 Peak Season Factor Category Report Source: FDOT 2003 Transportation Statistics Transit Maps 1100 Biscayne Boulevard (Marquis) MUSP Traffic impact Study ATTACHMENTS September 2004 Keith and Schnars, P.A. Project No. 17342.00 CLIENT : K&S CROSSROADS ENGINEERING DATA, INC JOB NO : 2004-74 13501 SW 128TE ST, STE 101 MIAMI, FL Site Code : 870011711100 PROJECT: BISCAYNE BLVD & NE 11TH ST TEL: 305-233-3997 FAx : 305-233-7720 Start Date: 09/09/2004 COUNTY : MIAMI-DADE File I.O. : 870011-1 Street name :NE 11TH ST B/W Cross street:BISCAYNE BLVD 6 NE 2ND AVE WESTBOUND Page 1 egin < Quarter Hour > Hour ime 1st 2nd 3rd 4th Total Each * Equals 25 Vehicles 2:00 09/09 45 52 30 23 150 ****** 01:00 17 15 10 16 58 ** 02:00 8 8 7 16 39 ** 03:00 7 9 9 6 31 04:00 7 8 12 9 36 05:00 9 5 10 12 36 06:00 23 28 33 18 102 **** 07:00 39 46 39 46 170 ******* 08:00 55 65 59 57 236 ********* 09:00 61 55 53 50 219 ********* 10:00 53 66 49 58 226 ********* 11:00 59 68 70 72 269 *********** 12:00 74 72 84 90 320 ************* 01:00 71 90 80 86 327 ************* 02:00 80 80 90 67 317 ************* 03:00 76 71 90 87 324 ************* 04:00 85 79 101 85 349 ************** 05:00 95 108 100 76 381 *************** 06:00 55 72 48 69 244 ********** 07:00 63 75 72 69 279 *********** 08:00 75 75 67 69 287 *********** 09:00 65 55 58 59 237 ********* 10:00 63 60 45 36 204 ******** 11:00 39 31 36 33 139 ****** Total 4980 AM Peak P14 Peak • The AM peak hour began 11:45. The peak volume was 302. The largest interval began 12:30, and contained 84 vehicles. The peak hour factor was .90 The PM peak hour began 04.30. The peak volume was 389. The largest interval began 05:15, and contained 108 vehicles. The peak hour factor was .90 CLIENT : K&S CROSSROADS ENGINEERING DATA, INC JOB NO : 2004-74 13501 SW 128TH ST, STE 101 141894I, FL Site Code : 870013311100 PROJECT: BISCAYNE BLVD & NE 11TH ST TEL: 305-233-3997 FAX : 305-233-7720 Start Date: 09/09/2004 COUNTY : MIAMI-DADE File I.D. : 870013-2 Street name :NE 11TH TERR BTWN NE 2ND AVE & Cross street:BISCAYNE BLVD. EASTBOUND Page 1 Begin < Quarter Hour > Hour ime 1st 2nd 3rd 4th Total Each * Equals 25 Vehicles 12:00 09/09 32 32 27 21 112 **** 01:00 15 16 5 6 42 ** 02:00 7 13 6 5 31 * 03:00 9 7 11 17 44 ** 04:00 15 6 22 38 81 *** 05:00 37 48 66 108 259 ********** 06:00 111 172 237 241 761 ****************************** 07:00 208 211 245 271 935************W************************ 08:00 232 226 219 218 895*******-k***************************** 09:00 202 218 188 241 849**************.***.*************** 10:00 190 192 159 173 714 ***************************** 11:00 177 124 145 149 595 ************************ 12:00 161 149 151 168 629 ************************* 01:00 145 163 156 121 585 *********************** 02:00 159 147 139 144 589 *************.********** 03:00 125 133 133 143 534 ********************* 04:00 132 139 121 149 541 ********************** 05:00 129 234 215 176 754 ****************************** 06:00 116 133 117 12E 494 ******************** 07:00 119 114 105 95 433 ***************** 08:00 115 106 84 115 420 ************..... 09:00 111 86 103 91 391 *********.****** 10:00 82 79 81 72 314 ************* 11:00 55 53 53 52 213 ********* Total 11215 AM Peak 3M Peak • • The AM peak hour began 07:30. The peak volume was 974. The largest interval began 07:45, and contained 271 vehicles. The peak hour factor was .90 The PM peak hour began 05:00. The peak volume was 754. The largest interval began 05:15, and contained 234 vehicles. The pea% hour factor was .81 CLIENT : K&S CROSSROADS ENGINEERING DATA, INC JOB NO : 2004-74 13501 5W 128TH ST, STE 101 MIAMI, FL Site Code : 870012511100 PROJECT: BISCAYNE BLVD & NE 11TH sT TEL: 305-233-3997 FAX : 305-233-7720 Start Date: 09/09/2004 COUNTY : MIAMI-DALE File I.D. : 970012-1 Street name :NE 2ND AVE B/W Cross street:NE 11TH ST s NE 11^ERR SOUTHBOUND Page 1 egin < Quarter Hour > Hour me 1st 2nd 3rd 4th Total Each * Equals 25 Vehicles 2:00 09/09 23 23 10 12 68 *** 01:00 10 5 7 9 31 * 02.00 8 3 9 9 29 03:00 7 10 14 11 42 ** 04:00 6 15 21 40 82 *** 05:00 33 59 108 141 341 ************** 06:00 209 272 315 336 1132******+*****.******.*******.***a***********.* 07:00 323 338 499 504 1664•**•*************************************************************** 08:00 507 469 491 519 1985****************•**".4e*****************.**_******************.*******.******* 09:00 460 447 466 411 1784...................*****,.....******+:***......,r*;.......*...*.******** 10:00 367 361 322 346 1396***************************.*****************.********** 11:00 330 235 279 292 1136*_**************.***************************. 12:00 322 281 256 277 1136********************************************* 01:00 274 273 230 240 1017 **-***.*********** ********-**..*********** 02:00 217 274 262 269 1022**********************.*...*.***..*.**.** 03:00 234 220 226 217 897..................****************** 04:00 198 175 190 217 780 ******************************* 05:00 214 276 263 194 947****a**************.****************** 06:00 162 156 135 116 569 .******.**.**.*.**..*.. 07:00 135 109 95 117 456 ......*........... 08:00 91 81 68 78 318 .***.*...*..* 09:00 74 55 72 51 252 ********** 10:00 59 48 42 57 206 ******** 11:00 31 25 40 39 135 ***** Total 17425 AM Peak PM Peak • • The AM peak hour began 08:00. The peak volume was 1985. The largest interval began 0B:45, and contained 519 vehicles. The peak hour factor was .96 The PM peak hour began 12:00. The peak volume was 1136. The largest interval began 12:00, and contained 322 vehicles. The peak hour factor was .88 CLIENT : E&S CROSSROADS ENGINEERING DATA, INC JOB NO : 2004-74 13501 SW 128TH ST, STE 101 MIAMI, FL Site Code : 870010511100 PROJECT: BISCAYNE BLVD 6 NE 11TH ST TEL: 305--233-3997 FAX : 305-233-7720 Start Date: 09/09/2004 COUNTY : MIAMI-DADE File T.D. : 870010-1 Street name :BISCAYNE BLVD B/W Cross street:NE 11TH ST & NE 11TH TERR SOUTHBOUND Page 1 illiegin < Quarter Hour ------> Hour ime 1st 2nd 3rd 4th Total Each * Equals 25 Vehicles 2:00 09/09 58 68 59 38 223 ********* 01:00 31 37 31 33 132 **** 02:00 27 27 17 38 109 +*** 03:00 25 24 20 27 96 **** 04:00 24 1$ 31 44 118 ***** 05:00 48 37 70 97 252 **+****..* 06:00 126 180 208 224 738 ******+.*********..*****.***** 07:00 249 235 298 352 1134**+*+*+.....*.*.****************.,************ 08:00 387 378 383 407 1555 +-+*+*•*****.***********.*.*****************.**************** 09:00 346 327 305 373 1351•*****+**.**+*+**.*****.*.***********.*****+*******.** 10:00 255 303 247 275 1080*+.++*++*.**+++....**.***.***************** 11:00 281 200 233 275 989*******.**..****.***********.*********** 12:00 258 267 259 258 1042**********.x*********************.****.**** 01:00 274 248 264 225 1011***.*r*****.+**********..**********;..*** 02:00 249 238 218 186 891************************a.*******.** 03:00 201 205 206 225 837********************************* 04:00 200 226 204 210 840*.***.*********************.*...** 05:00 227 275 223 216 941*************************.************ 06:00 178 184 127 168 657 ************************** 07:00 156 200 197 196 749 *****************************. 08:00 198 191 176 142 707 **************************** 09:00 124 134 126 147 531 ********************* 10:00 141 150 119 119 529 ********************* 11:00 108 91 96 81 376 *************** Total 16888 AM Peak PM Peak • • The AN peak hour began 08:00. The peak volume was 1555. The largest interval began 08:45, and contained 407 vehicles. The peak hour factor was .96 The PM. peak hour began 12:15. The peak volume was 1058. The largest interval began 01:00, and contained 274 vehicles. The peak hour factor was .97 CLIENT : K&S CROSSROADS ENGINEERING DATA, INC SOB NO : 2004-74 13501 SW 128TH ST, STE 101 MIAMI, FL Site Code : 870010111100 PROJECT: BISCAYNE BLVD & NE 11TH ST TEL: 305-233-3997 FAX : 305-233-7720 Start Date: 09/09/2004 COUNTY : MIAMI-DADE File I.D. : 870010-2 Street name :BISCAYNE BLVD B/W Cross street:NE 11TH ST & NE 11TH TERR NORTHBOUND Page : 1 IIIIIBegin < Quarter Hour > Hour ime 1st 2nd 3rd 4th Total Each * Eouals 25 Vehicles 2:00 09/09 104 134 111 66 415 +**..*.******+.+. 01:00 49 56 36 25 166 ******* 02:00 32 25 21 15 93 **** 03:00 15 22 28 28 93 **** 04:00 27 20 20 27 94 **** 05:00 25 34 24 43 126 *•*** 06:00 48 74 121 127 370 *************** 07:00 170 166 161 197 694 ***4*********;***+**+++*+++* 08:00 187 209 215 207 818****************+**************** 09:00 232 237 265 310 1044.*.*****************************+*******+* 10:00 236 289 283 259 1067****************+***+*************.******** 11:00 291 325 311 353 1260*************************************+**+********** 12:00 375 419 368 411 1573**************+***.**+*+************.************************** 01:00 287 460 364 364 1475*******************.************+*.************************ 02:00 406 300 386 324 1418+*.**+**+************+*.********************************* 03:00 336 283 406 362 1407**4.-****.**+**+*.*.*********.********.****4+*****+**+**** 04:00 314 330 387 320 1351**********+*+*+*.**+********.***+**+++*.******.******* 05:00 403 422 488 499 1812*******+*++**.****.******.******+.********************************.***** 06:00 507 450 376 384 1717****************.***.************************************************ 07:00 452 374 314 233 1373****+*+++*+*.+***************************+*.+****+***** 06:00 332 341 267 268 1208*++*+**+*.*.************************+******++*** 09:00 239 237 221 221 918.**.***********************.****+**** 10:00 236 218 163 175 792***********************++****++* 11:00 183 144 150 137 614 ************************+ Total 21918 AM Peak PM Peak • • The AM peak hour began 11:45. The peak volume was 1515. The largest interval began 12:15, and contained 419 vehicles. The peak hour factor was .90 The PM peak hour began 05:30. The peak volume was 1944. The largest interval began 06:00, and contained 507 vehicles. The peak hour factor was .96 • • w 2,000 J w 1,500 0 w 1,000 m z 500 24 HOUR MACHINE COUNT SUMMARIES 1 3 5 7 9 11 13 15 17 19 21 23 TIME OF DAY - -•- NE 11 ST WB -*- NE 11 Ter EB - NE2ndAve SB -- Biscayne Blvd NB - -Biscayne Blvd SB .CLIENT : KEITH & SCHNARS JOB NO : 2004-74 PROJECT: BISCAYNE & NE 11TH COUNTY : MIAMI-DADE • • CROSSROADS ENGINEERING DATA, INC. 13501 SW 128TH ST, SUITE 101 MIAMI, FLORIDA 33186 305-233-3997 Groups Printed- AUTO - File Name : 2ND&11TH Site Code : 00000213 Start Date : 09/09/2004 Page No : 1 NE 2ND AVENUE From North NE 11TH STREET From East NE 2ND AVENUE From South NE 11TH STREET From West Start Time Right Thru Left Peds Right Thru Left Pees Right Thru ' Left ' Peds Right Thru I Left Peds Int. Total Factor I 1.0 1.0 I 1.0 1.0 1.0 1.0 1.0 1.0 1.0 € 1.0 1.0 1.0 1.0 1.0 I 1.0 1.0 07:00 AM 57 254 0 0 0 38 6 0 0 0 0 0 0 0 0 0 355 07:15 AM 92 289 0 0 0 42 4 0 0 0 0 0 0 0 0 0 427 07:30 AM 128 372 0 0 0 28 5 0 0 0 0 0 0 0 0 0 533 07:45 AM 122 356 0 0 0 38 6 0 0 0 0 0 0 0 0 0 522 Total 399 1271 0 0 0 146 21 0 0 0 0 0 0 0 0 0 1837 08:00 AM 87 427 0 0 0 40 8 0 0 0 0 0 0 0 0 0 562 08;15 AM 81 370 0 0 0 48 9 0 0 0 0 0 0 0 0 0 508 08:30 AM 78 426 0 0 0 54 9 0 0 0 0 0 0 0 0 0 567 08:45 AM 51 422 0 0 0 42 11 0 0 0 0 0 0 0 0 0 526 Total 297 1645 0 0 0 184 37 0 0 0 0 0 0 0 0 01 2163 «• BREAK*" 04:00 PM 22 156 0 0 04:15 PM 22 160 0 0 04:30 PM 16 186 0 0 04:45 PM 16 197 0 0 Total 76 699 0 0 05:00 PM 31 173 0 0 05:15 PM 65 217 0 0 05:30 PM 56 217 0 0 05:45 PM 37 157 0 0 Total 189 764 0 0 Grand Total 961 4379 0 0 Apprch % 18.0 82.0 0.0 0.0 Total % 14.9 67.7 0.0 0.0 O 77 9 0 O 59 7 0 O 100 10 0 O 85 4 0 O 321 30 0 O 90 7 0 O 86 9 0 O 112 3 0 O 75 6 0 O 363 25 0 O 1014 113 0 0.0 90.0 10.0 0.0 0.0 15.7 1.7 0.0 0 0 0 0 O 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 O 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 0 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 264 248 312 302 1126 301 377 388 275 1341 6467 • • CROSSROADS ENGINEERING DATA, INC. 13501 SW 128TH ST, SUITE 101 MIAMI, FLORIDA 33186 305-233-3997 File Name : 2ND&11TH Site Code : 00000213 Start Date : 09/09/2004 Page No : 2 NE 2ND AVENUE From North NE 11TH STREET From East NE 2ND AVENUE From South NE 11TH STREET From West Start Time R18 i Thru Left Ped sa� RighThru t 1 Left Ped s AAp Total Righ— Thru I t Left Ped s App. Total Righ t Thru Left Ped s, App. Total Int. Total Peak Hour From 07:00 AM to 08:45 AM - Peak 1 of 1 Intersection 08:00 AM Volume 297 164 0 0 1942 0 184 37 0 221 0 0 0 0 0 0 0 0 0 0 2163 Percent 15.3 84.7 0.0 0.0 0.0 83.3 16.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 08:30 Volume 78 426 0 0 504 0 54 9 0 63 0 0 0 0 0 0 0 0 0 0 567 Peak Factor 0.954 High Int. 08:00 AM 08:30 AM 5:45:00 AM 6:45:00 AM Volume 87 427 0 0 514 0 54 9 0 63 Peak Factor 0.945 0.877 Ri NE 2ND AVENUE Out In Total 01 ht Thru Le North 1942) Peds /9104 8:00:00 AM /9/04 8:45:00 AM AUTO HEAVY VEHICLES 41 Left Thru Ri•ht Peds ! 16821 Out NE 2 In 0 AV L 1682.1 Total UE 9.- • • CROSSROADS ENGINEERING DATA, INC, 13501 SW 128TH ST, SUITE 101 M€AMI, FLORIDA 33186 File Name : 2ND&11TH 305-233-3997 Site Code : 00000213 Start Date : 09/09/2004 Page No : 3 NE 2ND AVENUE From North Start Time I Right ! Thru Left Ped 8 APP. Total Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 Intersection 04:45 PM Volume 168 804 0 0 972 Percent 17.3 82.7 0.0 0.0 05:30 56 217 0 0 273 Volume Peak Factor High Int. 05:15 PM Volume 65 217 0 0 282 Peak Factor 0.862 Righ NE 11TH STREET From East Thru Left Ped App. Righ Total t 0 373 23 0 396 0.0 94.2 5.8 0.0 0 112 3 0 115 05:30 PM 0 112 3 0 115 0.861 NE 2ND AVENUE From South Thru Left Ped s APP- Total 0 0 0 0 0 0.0 0.0 0.0 0.0 0 0 0 0 0 Righ NE 11TH STREET From West Thru Left Ped s 0 0 0 0 0.0 0.0 0.0 0.0 APP. Total 0 0 0 0 0 i J NE 2NQ AVENUE Out In Total 1 01 I 9721 1681 8041 or 1 0 1 Ri ht Thru Left Peds 1 9721 North 9/9/04 4:45:00 PM 979/04 5:30:00 PM AUTO HEAVY VEHICLES 11 left Thru Ri.ht Peds F � 1�omn immmm 1 8271 0 Out In Total NE 2ND AVENUE 1 827f Int. Total 1368 388 0.881 CLIENT : KEITH & SCHNARS JOB NO : 2004-74 PROJECT: BISCAYNE & NE 11TH COUNTY : MIAMI-DADE CROSSROADS ENGINEERING DATA, INC. 13501 SW 128TH ST, SUITE 101 MIAMI, FLORIDA 33186 305-233-3997 File Name : BISC11TR Site Code : 00000300 Start Date : 09/09/2004 Page No : 1 6!SCAYNE BLVD. From North NE 11TH TERRACE From East BISCAYNE BLVD. From South NE 11TH TERRACE From West Start Time Right Thru I Left Peds Right Thru I Left Peds Right j Thru ' Left Peds Right Thru Left ' Peds Int. Total Factor 1.0 1.0 i 1.0 1.0 1.0 1.0 I 1.0 I 1.0 1.0 ! 1.0 I 1.0 1.0 1.0 1.01 1.0 1.0 07:00 AM 0 183 0 0 0 0 0 0 25 130 0 0 42 0 175 0 555 07:15 AM 0 186 0 0 0 0 0 0 50 131 0 0 47 0 157 0 571 07:30 AM 0 258 0 0 0 0 0 0 39 129 0 0 50 0 177 0 653 07:45 AM 0 335 0 0 0 0 0 0 51 146 0 0 42 0 215 0 789 Total 0 962 0 0 0 0 0 0 165 536 0 0 181 0 724 0 2568 08:00 AM 0 342 0 0 0 0 0 0 60 159 0 0 53 0 202 0 816 08:15 AM 0 337 0 0 0 0 0 0 45 141 0 0 45 0 175 0 743 08:30 AM 0 298 0 0 0 0 0 0 58 152 0 0 48 0 158 0 714 08:45 AM 0 333 0 0 0 0 0 0 64 135 0 0 27 0 168 0 727 Total 0 1310 0 0 0 0 0 0 227 587 0 0 173 0 703 0 ................ 3000 "' BREAK "" 04:00 PM 0 189 0 0 04:15 PM 0 201 0 0 04:30 PM 0 223 0 0 04:45 PM 0 211 0 0 Total 0 824 0 0 05:00 PM 0 218 0 0 05:15 PM 0 295 0 0 05:30 PM 0 195 0 0 05:45 PM 0 216 1 0 Total 0 924 1 0 Grand Total 0 4020 1 0 Apprch % 0.0 100.0 0.0 0.0 Total % 0.0 34.3 0.0 0.0 • 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 82 231 0 0 82 235 0 0 105 247 0 0 92 234 0 0 361 947 0 0 14 0 99 0 15 3 118 0 10 1 131 0 6 0 136 0 45 4 484 0 155 280 0 0 5 0 158 0 155 294 0 0 7 1 224 0 177 276 0 0 6 0 202 0 165 300 0 0 I 6 1 141 0 652 1150 0 0 I 24 2 725 0 0 0 0 0 1405 3220 0 0 0.0 0.0 0.0 0.0 30.4 69.6 0.0 0.0 0.0 0.0 0.0 0.0 1 12.0 27.5 0.0 0.0 423 6 2636 0 13.8 0.2 86.0 0.0 3.6 0.1 22.5 0.0 615 654 717 679 2665 816 976 856 830 3478 11711 • • • CROSSROADS ENGINEERING DATA, INC. 13501 SW 128TH ST, SUITE 101 MIAMI, FLORIDA 33186 305-233-3997 File Name : BISC1ITR Site Code : 00000300 Start Date : 09/09/2004 Page No :2 BISCAYNE BLVD. From North NE 11TH TERRACE i From East HISCAYNE BLVD. From South NE 11TH TERRACE From West Start Time Rlgh Thru Left Ped Rpp. Righ Thru Left Ped App. Righ Thru Left Ped App. Righ Thru Left Ped App. Int. s Totai t s Total t s Total t s Total Total Peak Hour From 07:00 AM to 08:45 AM - Peak 1 of 1 Intersection 07:45 AM Volume 0 i32 0 0 1312 0 0 0 0 0 214 598 0 0 812 188 0 750 0 938 3062 Percent 0.0 10 0,0 0.0 0.0 0.0 0.0 0.0 26.4 73,6 0.0 0.0 20.0 0.0 80.0 0.0 08:00 Volume 0 342 0 0 342 0 0 0 0 0 60 159 0 0 219 53 0 202 0 255 816 Peak Factor 0,93B High Int. 08:00 AM 6:45:00 AM 08:00 AM 07:45 AM Volume 0 342 0 0 342 0 0 0 0 0 60 159 0 0 219 42 0 215 0 257 Peak Factor 0.959 0.927 0.912 Right Thr North l 26801 19104 7:45:00 AM l9104 8:30:00 AM AUTO HEAVY VEHICLES a � Left Thru Right Peds • • • CROSSROADS ENGINEERING DATA, INC. 13501 SW 128TH ST, SUITE 101 MIAMI, FLORIDA 33186 File Name : BISC11TR 305-233-3997 Site Code : 00000300 Start Date : 09109/2004 Page No : 3 BISCAYNE BLVD. From North NE 11TH TERRACE From East BISCAYNE BLVD. From South NE 11TH TERRACE From West Start Time Righ Thru Left Ped App. s Total Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 Intersection 05:00 PM Volume Percent 05:15 Volume Peak Factor High It. Volume Peak Factor 0 924 1 0 925 0.0 99.9 0.1 0.0 0 295 0 0 295 05:15 PM 0 295 0 0 295 0.784 Righ Thru 1 Left Ped s App. Total 0 0 0 0 0 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 Righ Thru Left Ped App. Righ s i Total t 652 11� 0 0 1602 36.2 63.8 0.0 0.0 155 294 0 0 449 05:45 PM 165 300 0 0 465 0.969 Thru Left Ped ' App. s Total 24 2 725 0 751 3.2 0.3 96.5 0.0 7 1 224 0 232 05:15 PM 7 1 224 0 232 0.809 BISCAYNE BLVD. Out In Total i 18751 Right Thru 128001 Left Peds North 19/04 5:00:00 PM /9104 5:45:00 PM AUTO HEAVY VEHICLES 4 1 rb Left Thru Right Peds 113=110 r 9481 127501 Out In Total BISCAYNE BLVD. int. Total 3478 976 0.891 .CLIENT : KEITH & SCHNARS JOB NO : 2004-74 PROJECT: BISCAYNE BLVD & NE 11TH STREET COUNTY : MIAMI-DADE • • CROSSROADS ENGINEERING DATA, INC. 13501 SW 128TH ST, SUITE 101 MIAMI, FLORIDA 33186 305-233-3997 File Name : BISCI1ST Site Code : 00000500 Start Date : 09/09/2004 Page No : 1 BISCAYNE BLVD From North NE 11TH STREET From East BISCAYNE BLVD From South NE 11TH STREET From West Start Tme Right I Thru Left Peds Right Thru Left 1 Peds Right I Thru I Left ' Peds Right Thru Left Peds Int. Total Factor 1.0I 1.0 1.0 1.0 1.0..j 1.0 1.0f 1.0 1.01 1.0j 1.0f 1.0 1.0I 1.0 1.0, 1.0 07:00 AM 3 179 0 0 0 0 0 0 0 169 37 0 0 0 0 0 388 07:15 AM 8 218 0 0 0 0 0 0 0 163 41 0 0 0 0 0 430 07:30 AM 7 323 0 0 0 0 0 0 0 173 30 0 0 0 0 0 533 07:45 AM 5 374 0 0 0 0 0 0 0 207 37 0 0 0 0 0 623 Total 23 1094 0 0 0 0 0 0 0 712 145 0 0 0 0 0 1974 08:00 AM 11 354 0 0 0 0 0 0 0 179 37 0 0 0 0 0 581 08:15 AM 15 349 0 0 0 0 0 0 0 201 39 0 0 0 0 0 604 08:30 AM 11 381 0 0 0 0 0 0 0 218 51 0 0 0 0 0 661 08:45 AM 11 412 0 0 0 0 0 0 0 215 51 0 0 0 0 0 689 Total 48 1496 0 0 0 0 0 01 0 813 178 0 0 0 0 0 2535 *** BREAK ..* 04:00 PM 15 185 0 0 0 0 0 0 04:15 PM 13 193 0 0 0 0 0 0 04:30 PM 6 202 0 0 0 0 0 0 04:45 PM 12 221 0 0 0 0 0 0 Total 46 801 0 01 0 0 0 0 05:00 PM 9 235 0 0 05:15 PM 15 242 0 0 05:30 PM 13 209 0 0 05:45 PM 12 213 0 0 Total 49 899 0 0 Grand Total 166 4290 0 0 Apprch % 3.7 96.3 0.0 0.0 Total % 1.6 42.5 0.0 0.0 0 0 a 0 O 0 0 0 O 0 0 0 O 0 0 0 0 0 0 0 O 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O 317 72 0 O 302 64 0 O 365 91 0 O 344 67 0 0 1328 294 0 O 416 93 0 0 430 75 0 O 490 100 0 O 488 66 0 O 1824 334 0 O 4677 951 0 0.0 83.1 16.9 0.0 0.0 46.4 9.4 0.0 a 0 0 0 O 0 0 0 a 0 0 0 a 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 589 572 664 644 2469 753 762 812 779 3106 10084 CROSSROADS ENGINEERING DATA, INC. 13501 SW 128TH ST, SUITE 101 MIAMI, FLORIDA 33186 305-233-3997 File Name : BISC11ST Site Code : 00000500 Start Date : 09/09/2004 Page No :2 BISCAYNE BLVD From North NE 11TH STREET From East BISCAYNE BLVD From South 1 I NE 11TH STREET From West Start Time R gh Thru Left Ped App. Righ Thru Left Fed App. Righ Thru Left Ped App. Righ Thru I Left Ped App. Int. t s Total t s Total t s Total t s Total Total Peak Hour From 07:00 AM to 0B:45 AM - Peak 1 of intersection 08:00 AM Volume 48 1469 0 0 1544 0 0 0 0 0 0 813 178 0 991 0 0 0 0 0 2535 Percent 3.1 96.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 82.0 18.0 0.0 0.0 0.0 0.0 0.0 08:45 Volume 11 412 0 4 423 0 0 0 0 0 0 215 51 0 266 0 0 0 0 0 689 Peak Factor 0.920 High Int. 08:45 AM 6:45:00 AM 08:30 AM 6:45:00 AM Volume 11 412 0 0 423 0 0 0 0 0 0 218 51 0 269 Peak Factor 0.913 0.921 • • BISCAYNE BLVD Out In Total 15441 23571 1 481 14961 01 0 Right Thru Left Peds 1 8131 North /9/04 8:00:00 AM /9104 8:45:00 AM AUTO HEAVY VEHICLES Left Thru R'.ht Peds D496J 12487j Out In Total BISCAYNE BLVD • Percent 05:30 Volume Peak Factor High Int, Volume Peak Factor • CROSSROADS ENGINEERING DATA, INC. 13501 SW 128TH ST, SUITE 101 MIAMI, FLORIDA 33186 305-233-3997 File Name : BISC11ST Site Code : 00000500 Start Date : 09/09/2004 Page Na : 3 BISCAYNE BLVD From North NE 11TH STREET From East BISCAYNE BLVD From South NE 11T1-1 STREET From West Start Time J Righ Thru Left Ped s APp. Total Peak Hour From 04:00 PM to 05;45 PM - Peak 1 of 1 Intersection 05:00 PM Volume 49 5.2 13 899 94.8 209 0 0 0.0 0.0 0 0 948 222 05:15 PM 15 242 0 0 257 0.922 Righ Thru Left Ped 3 App. Total O 0 0 0 0 0.0 0.0 0,0 0.0 O 0 0 0 0 O 0 0 0 0 Righ Thru Left 0 182 334 0.0 84.5 15.5 0 490 100 Ped 5 App. Total O 2158 0.0 O 590 05:30 PM 0 490 100 0 590 0.914 Righ Thru Left Ped S APP• Total Mt. Total O 0 0 0 0 3106 0.0 0.0 0.0 0.0 O 0 0 0 0 812 0.956 J BISCAYNE BLVD Out In Total r 9491 I 491 8991 flf J Right Thru eft Peds 1824 North 27721 f9104 5:00:00 PM /9104 5:45:00 PM AUTO HEAVY VEHICLES 899j [ 30571 Out In Total BI CAYNE BLVD G .CLIENT : KEITH & SCHNARS JOB NO : 2004-74 PROJECT: BISCAYNE & NE 11TH COUNTY : MIAMI-DADE • • CROSSROADS ENGINEERING DATA, INC. 13501 SW 128TH ST, SUITE 101 MIAMI, FLORIDA 33186 305-233-3997 Grauos Printed- AUTO - HEAVY VEHICLES File Name : 395W@2ND Site Code : 00000405 Start Date : 09/09/2004 Page No : 1 NE 2NO AVENUE From North i-395 (W. OF) OFF RAMP From East NE 2ND AVENUE From South 1-395 (W. OF) OFF RAMP From West Start Time Right Thru Left Peds Right Thru Left Peds Right ' Thru I Left f Peds Right Thru I Left I Peds.._ Int. Total Factor 1.0 1.0 } 1.0 1.0 1-0 1.0 1.0 1.0 1.0 1 1.0 1.0 , 1.0 1.0 1.0j 1.07 1.0 07:00 AM 0 72 0 0 0 0 0 0 0 0 0 0 98 82 0 0 252 07:15 AM 0 80 0 0 0 0 0 0 0 0 0 0 93 59 0 0 232 07:30 AM 0 156 0 0 0 0 0 0 0 0 0 0 128 80 0 0 364 07:45 AM 0 161 0 0 0 0 0 0 0 0 0 0 132 113 0 0 406 Total 0 469 0 0 0 0 0 0 0 0 0 0 451 334 0 0 1254 08:00 AM 0 162 1 0 0 0 0 0 0 0 0 0 102 74 0 0 339 08:15 AM 0 195 0 0 0 0 0 0 0 0 0 0 111 96 0 0 402 08:30 AM 0 195 0 0 0 0 0 0 0 0 0 0 98 86 0 0 379 08:45 AM 0 211 0 0 0 0 0 0 I 0 0 0 0 110 101 0 0 422 Total 0 763 1 0 0 0 0 0I 0 0 0 0 421 357 0 0 1542 '"` BREAK "` 04:00 PM 0 74 1 0 04:15 PM 0 81 0 0 04:30 PM 0 83 1 0 04:45 PM 0 100 1 0 Total 0 338 3 0 05:00 PM 0 83 2 0 05:15 PM 0 86 2 0 05:30 PM 0 87 1 0 05:45 PM 0 64 1 0 Total 0 320 6 0 Grand Total 0 1890 10 0 Apprch % 0.0 99.5 0.5 0.0 Total %a 0.0 41.3 0.2 0.0 a o a o O o a 0 O 0 0 a O 0 0 0 O 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0 0 o a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 53 38 0 0 61 53 0 0 67 48 0 0 76 61 0 0 257 200 0 0 82 63 0 0 92 119 0 0 96 108 0 0 43 53 0 0 313 343 0 0 1442 1234 0 0 53.9 46.1 0.0 0.0 31.5 27.0 0.0 0.0 166 195 199 238 798 230 299 292 161 982 4576 • • CROSSROADS ENGINEERING DATA, INC. 13501 SW 128TH ST, SUITE 101 MIAMI, FLORIDA 33186 305-233-3997 File Name : 395W@2ND Site Code : 00000005 Start Date : 09109/2004 Page No : 2 NE 2ND AVENUE From NorM 1.395 (W. OF) OFF RAMP From East NE 2ND AVENUE From South t-395 (W. OF) OFF RAMP From West Start Time Righ Thru I Left t Ped s App, Total Ri9h Thru t Left Ped s App. Total Righ Thru t Left Ped s App. Total Righ Thru t Left Ped s App. Totat Int. 1 Total Peak Hour From 07:00 AM to 08:45 AM - Peak 1 of 1 Intersection 08:00 AM Volume 0 763 1 0 764 0 0 0 0 0 0 0 0 0 0 421 357 0 0 778 1542 Percent 0.0 99.9 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 54.1 45.9 0.0 0.0 08.45 Volume 0 211 0 0 211 0 0 0 0 0 0 0 0 0 0 110 101 0 0 211 422 Peak Factor 0.914 High Int. 08:45 AM 6:45:00 AM 6:45:00 AM 08:45 AM Volume 0 211 0 0 211 0 0 0 0 0 0 0 0 0 0 110 101 0 0 211 Peak Factor 0.905 0.922 NE 2ND AVENUE Out In Total 7641 1 1 1 I 01 7631 11 01 Right Thru Left Peds r 0f North 7641 19/04 8:00:00 AM 19104 8:45:00 AM AUTO HEAVY VEHICLES Left Thru Right Peds 01 01 01 01 0i 1184 Out In Total NE 2ND AVENUE 11841 AA 2 w O ca crk 0 3 o D —a CR CO • • CROSSROADS ENGINEERING DATA, INC. 13501 SW 128TH ST, SUITE 101 MIAMI. FLORIDA 33186 File Name : 395W@2ND 305-233-3997 Site Code :00000005 Start Date : 09/09/2004 Page No : 3 Start Time Righ NE 2ND AVENUE From North Thru Left Ped 5 APP- Total Righ 1 395 (W. OF) OFF RAMP From East Thru Left Ped 5 APP- Total Righ NE 2ND AVENUE From South Thru Left Ped 5 APP- Total Righ 1-395 (W. OF) OFF RAMP From West That Left Ped 5 App. l Int. Total Total Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 Intersection 04:45 PM Volume 0 356 6 0 362 Percent 0.0 98.3 1.7 0.0 05:15 0 86 2 0 88 Volume Peak Factor High Int. 04:45 PM Volume 0 100 1 0 101 Peak Factor 0.896 O 0 0 0 0 0.0 0.0 0.0 0.0 O 0 0 0 0 O 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 346 351 0 0 697 49.6 50.4 0.0 0.0 92 119 0 0 211 05:15 PM 92 119 0 0 211 0.826 N N Out 0] 2ND AVENUE r� In Total L.362! { Oi 356E 61 01 flight Thru Left Pads L 362J T North p19f04 4:45:00 PM 1904 5:30:00 PM AUTO HEAVY VEHICLES Le 0, I 7021 Out to Total NE 2ND AVENUE "t7 1059 299 0.885 40 CLIENT : KEITH & SCHNARS JOB NO : 2004-74 PROJECT: BISCAYNE & NE 11TH COUNTY : MIAMI-DADE • • CROSSROADS ENGINEERING DATA, INC. 13501 SW 128TH ST, SUITE 101 MIAMI, FLORIDA 33186 305-233-3997 Grouos Printed- AUTO - HEAVY VEHICLES File Name : 335E@2ND Site Code : 00000211 Start Date : 0910912004 Page NO : 1 NE 2N0 AVENUE From North NE 11TH TERRACE From East NE 2ND AVENUE From South 1-395 (E. OF) OFF RAMP From west Start Time Right Thru Left Peds Right Thru 1 Left Peds Right Thru Left 1 Peds Right 1 Thru Left Peds Int. Total Factor 1.0 1.0 1.0 1.0 1.0 1.0 [ 1.0 1,0 1.0 1.0 1.0 I 1.0 1.0 I 1.0 1.0 1.0 07:00 AM 0 164 12 0 0 0 0 0 0 0 0 0 188 137 0 5 506 07:15 AM 0 166 2 0 0 0 0 0 0 0 0 0 192 128 0 0 488 07:30 AM 0 290 3 0 0 0 0 0 0 0 0 0 192 149 0 0 634 07:45 AM 0 280 8 0 0 0 0 0 0 0 0 0 194 143 0 0 625 Totaf 0 900 25 0 0 0 0 0 0 0 0 0 766 557 0 5 2253 08:00 AM 0 288 3 0 0 0 0 0 0 0 0 0 193 155 0 2 641 08:15 AM 0 308 6 0 0 0 0 0 0 0 0 0 177 114 0 0 605 08:30 AM 0 289 11 0 0 0 0 0 0 0 0 0 185 123 0 0 608 08:45 AM 0 302 4 0 0 0 0 0 0 0 0 0 183 114 0 0 603 Total 0 1187 24 0 0 0 0 0 0 0 0 0 738 506 0 2 2457 *1* BREAK'*' 04:00 PM 0 107 7 0 04:15 PM 0 118 8 0 04:30 PM 0 152 6 0 04:45 PM 0 171 11 0 Total 0 548 32 a 05:00 PM 0 142 8 0 05:15 PM 0 175 11 0 05:30 PM 0 173 13 0 05:45 PM 0 113 4 0 Total 0 603 36 0 Grand Total 0 3238 117 0 Apprch % 0.0 96.5 3.5 0.0 Total % 0.0 45.1 1.6 0.0 0 0 0 0 0 0 0 a 0 0 0 0 O 0 0 0 a 0 0 0 O 0 0 0 O 0 0 0 O 0 0 a 0 0 0 0 0 0 0 0 O 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O 0 0 0 O 0 0 0 0 0 0 2 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 2 0 0 0 0 O 0 0 0 0 0 0 2 0 0 0 4 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.1 65 72 0 2 53 66 0 2 62 75 0 2 48 88 0 0 228 301 0 6 74 72 0 0 90 102 0 0 97 95 0 0 79 102 0 3 340 371 0 3 2072 1735 0 16 54.2 45.4 0.0 0.4 28.8 24.2 0.0 0.2 253 247 299 318 1117 296 380 378 301 1355 7182 • • CROSSROADS ENGINEERING DATA, INC. 13501 SW 128TH ST, SUITE 101 MIAMI, FLORIDA 33186 File Name : 395E@2ND 305-233-3997 Site Code : 00000211 Start Date : 09/09/2004 Page No : 2 NE 2ND AVENUE From North Start Time Righ Thru Left Ped APal Peak Hour From 07:00 AM to 08:45 AM - Peak 1 of 1 intersection 07:30 AM Volume 0 916 20 0 1186 Percent 0.0 98.3 1.7 0.0 08.00 0 288 3 0 291 Volume Peak Factor High Int. 08:15 AM Volume 0 308 6 0 314 Peak Factor 0.944 Righ NE 11TH TERRACE From East Thru Left Ped 0 0 0 0 0.0 0.0 0.0 0.0 0 0 0 0 APp. Total 0 0 6:45:00 AM 0 0 0 0 0 NE 2ND AVENUE From South Righ Thru Left Ped 1-395 (E. OF) OFF RAMP From West App. Righ ! Thru Left Ped" App. Total t ; s Total 0 0 0 0 0 0 0 0.0 0.0 0.0 0 0 0 0 0 6:45:00 AM 0 0 0 0 0 756 561 0 2 1319 57.3 42.5 0.0 0.2 193 155 0 2 350 08:00 AM 193 155 0 2 350 0.942 NE 2ND AVENUE Out j 11186n 1 Total 1 0[ 1166j — 201 0! Right Thm Left Peds 111861 North 0/9/04 7:30:00 AM 919104 8:15:00 AM AUTO HEAVY VEHICLES 4 Left Thru Ri.ht Peds ( 1922� 1 19221 Out In Total NE 2ND AVENUE m Int. Total 2505 641 0.977 • • • CROSSROADS ENGINEERING DATA, INC. 13501 SW 128TH ST, SUITE 101 MIAMI, FLORIDA 33186 File Name : 395E@2ND 305-233-3997 Site Code : 00000211 Start Date : 09/09/2004 Page No : 3 Start Time Righ NE 2ND AVENUE From North Thru Left Ped s App. Total Righ NE 11TH TERRACE From East Thru Left Ped App. Total Righ NE 2ND AVENUE From South Thru Left Ped App. Total Righ I-395 (E OF) OFF RAMP From West ru Left Ped 5 App. int. Total Total Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 intersection 04:45 PM Volume 0 661 43 0 704 Percent 0.0 93.9 6.1 0.0 05:15 Volume Peak Factor High Int. 05:15 PM Volume 0 175 11 0 186 Peak Factor 0.946 0 175 11 0 186 0 0 0 0 0 0.0 0.0 0.6 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 0.0 0.0 0.0 100. 0 0 0 0 2 2 05:15 PM 0 0 0 2 2 0.250 309 357 0 0 666 46.4 53.6 0.0 0.0 90 102 0 0 192 05:15 PM 90 102 0 0 192 0.867 NE 2ND AVENUE Out to Total r 704j North 19l04 4:45:00 PM /9104 5:30:00 PM AUTO HEAVY VEHICLES Left Thru Rit Peds 011111110111111131.M { 970J L 972J Out In Total NE 2ND AVENUE 1372 380 0.903 .CLIENT : KEITH & SCHNARS JOB NO : 2004-74 PROJECT: BISCAYNE & NE 11TH COUNTY : MIAMI-DADE • • CROSSROADS ENGINEERING DATA, INC. 13501 SW 128TH ST, SUITE 101 MIAMI, FLORIDA 33186 305-233-3997 Groups Printed- AUTO - HEAVY VEHICLES File Name : 2ND&12TH Site Code : 00000006 Start Date : 09/09/2004 Page No : 1 NE 2ND AVENUE From North NE 12TH STREET From East NE 2NG AVENUE From South NE 12TH STREET From West Int, Total_] Start Time Right Thru Left Peds Right I Thru ' Left Peds Right Thru Left Peds Right 1 Thru Left 1 Peds Factor 1.0 1.0 1.0 1.0 1.0 i 1.0 1 1.0 1.0 1.0 1 1.0 1.0 1.0 1.0 I 1.0 1 1.0 1.0 07:00 AM _ 42 78 0 0 0 47 1 0 0 0 0 0 0 0 0 0 168 07:15 AM 54 75 0 3 0 45 0 0 0 0 0 0 0 0 0 0 177 07:30 AM 79 163 0 0 0 66 0 0 0 0 0 0 0 0 0 0 308 07:45 AM 84 157 0 0 0 83 0 0 0 0 0 0 0 0 0 0 324 Total 259 473 0 3 0 241 1 0 0 0 0 0 0 0 0 0 977 08:00 AM 124 187 0 0 0 112 0 0 0 0 0 0 0 0 0 0 423 08:15 AM 96 181 0 0 0 107 0 0 0 0 0 0 0 0 0 0 384 08:30 AM 129 190 0 0 0 100 1 0 0 0 0 0 0 0 0 0 420 08:45 AM 118 202 0 0 0 102 1 0 0 0 0 0 0 0 0 0 423 Total 467 760 0 0 0 421 2 0 0 0 0 0 0 0 0 0 1650 "'BREAK 04:00 PM 160 67 0 0 04:15 PM 145 69 0 0 04:30 PM 298 84 0 0 04:45 PM 186 116 0 0 Total 789 336 0 0 05:00 PM 190 80 0 0 05:15 PM 138 88 0 0 05:30 PM 109 85 0 0 05:45 PM 94 69 0 0 Total 531 322 0 0 Grand Total 2046 1891 0 3 Apprch % 51.9 48,0 0.0 0.1 Total % 35.9 33.2 0.0 0.1 0 132 1 0 0 120 0 0 0 115 0 0 O 185 3 0 O 552 4 0 O 163 0 0 O 112 1 0 0 136 4 0 0 118 2 0 0 529 7 0 0 1743 14 0 0.0 99.2 0.8 0.0 0.0 30.6 0,2 0.0 O 0 0 0 0 0 0 0 O 0 0 0 O 0 0 0 0 0 0 0 O 0 0 0 0 0 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 0.0 0.0 0.0 O 0 0 0 0 0 0 0 O 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 360 334 497 490 1681 433 339 334 283 1389 5697 The fifth location (NE 2 Av. @ expressway ramps) is slaved to the controller at NE 2 Av. & 12 St. • • 3685 NE 2 AVE & 12 ST TIMING TIME PT OFF SW F Y R Y EWW F Y MIN: 5 9 7 10 0 23 5 8 9 4 2 4 18 10 4 600 13 20 15 9 4 2 4 11 10 4 630 7 9 8 9 4 2 4 18 10 4 730 8 54 30 9 4 2 4 26 10 4 930 9 48 34 9 4 2 4 22 10 4 1545 11 64 47 9 4 2 4 19 10 4 1800 12 40 48 9 4 2 4 8 10 4 1900 13 20 15 9 4 2 4 11 10 4 2300 23 5 8 9 4 2 4 18 10 4 2351 NE 2 AVE & 11 ST TIMING TIME PT OFF SW F Y WW F G Y MIN: 11 10 8 1 0 23 11 36 10 4 7 8 1 4 600 13 26 26 10 4 7 8 1 4 630 7 19 26 10 4 7 8 1 4 730 8 63 56 10 4 7 8 1 4 930 9 58 42 10 4 7 8 15 4 1545 11 77 40 10 4 7 8 27 4 1800 12 53 46 10 4 7 8 11 4 1900 13 26 26 10 4 7 8 1 4 2300 23 11 36 10 4 7 8 1 4 FOR DAY # 4 R 1 1 1 1 1 1 1 1 (SECTION 26) S Y M CYC 60NIGHT 15 60NITE & W 60PRE AM 1 90AM PEAK 90MID-DAY 100PM PEAK 90POST PM 60NITE & W 60NIGHT 15 FOR DAY # 4 (SECTION 26) S Y M CYC 3645 US 1 & NE 11 TERR TIMING FOR DAY # 4 (SECTION TIME PT OFF NSG G Y R EG G Y R MIN: 20 1 0 11 46 54 1 4 1 14 11 15 21 46 54 1 4 1 14 11 115 23 0 20 1 4 1 14 2 500 19 46 54 1 4 1 14 11 545 1 46 54 1 4 1 14 11 615 2 74 54 1 4 1 14 11 745 12 70 40 1 4 1 14 25 845 16 66 50 1 4 1 14 35 1200 17 5 54 1 4 1 14 31 1345 10 5 54 1 4 1 14 31 1545 9 7 53 1 4 1 14 37 1630 18 82 53 1 4 1 14 37 1800 3 44 54 1 4 1 14 11 1900 1 46 54 1 4 1 14 11 2130 11 46 54 1 4 1 14 11 2350 US 1 & NE 11 ST TIME PT OFF NSW F MIN: 40 5 0 11 46 65 5 4 15 21 0 45 5 4 115 23 0 45 5 4 500 19 0 45 5 4 545 1 46 65 5 4 615 2 62 71 5 4 745 12 74 71 5 4 845 16 46 91 5 4 1200 17 101 91 5 4 1345 10 101 91 5 4 1545 9 54 96 5 4 1630 18 52 96 5 4 1800 3 42 71 5 4 1900 1 46 65 5 4 2130 11 46 65 5 4 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 1 4 4 1 4 1 4 1 4 1 4 1 4 1 6 70NIGHT 15 60NITE & W GOPRE AM 1 90AM PEAK 90MID-DAY 3 100PM PEAK 3 90POST PM 60NITE & W 6 70NIGHT 15 3) S Y M CYC 90EARLY NI 90NITE M2 7 47LATE NIG 90DAWN M2 20 90AVG M2 0 20 90PRE AM M 11 90AM PEAK 110MID MORN 110NOON M2 110AFT M1 0 115PRE PM P 115PM PEAK 11 90POST PM 20 90AVG M2 0 90EARLY NI TIMING FOR DAY # 4 (SECTION 3) R NL Y S Y M CYC 5 1 12 3 1 6 1 6 3 1 6 3 1 12 3 1 6 3 1 6 3 1 6 3 1 6 3 1 6 3 1 6 3 1 6 3 1 6 3 1 12 3 1 12 3 6 90EARLY NI 6 64NITE M2 6 64LATE NIG 6 64DAWN M2 6 90AVG M2 0 24 90PRE AM M 24 90AM PEAK 44 110MI_D MORN 36 110NOON M2 36 110AFT M1 0 40 115PRE PM P 44 115PM PEAK 16 90POST PM 6 90AVG M2 0 6 90EARLY NI Print Date: Sep/24/2004 Florida Department of Transportation Transportation Statistics Office 2003 Peak Season Factor Category Report MIAMI-DADF NORTH MOCF = 0.99 ,gory: 8700 Week Dates SF PSCF 1 01/01/2003 - 01/04/2003 1.01 1.02 2 01/05/2003 - 01/11/2003 1.01 1.02 3 01/12/2003 - 01/18/2003 1.02 1.03 4 01/19/2003 - 01/25/2003 1.01 1.02 5 01/26/2003 - 02/01/2003 1.00 1.01 6 02/02/2003 - 02/08/2003 0.99 1.00 * 7 02/09/2003 - 02/15/2003 0.98 0.99 * 8 02/16/2003 - 02/22/2003 0.99 1.00 * 9 02/23/2003 - 03/01/2003 0.99 1.00 * 10 03/02/2003 - 03/08/2003 0.99 1.00 * 11 03/09/2003 - 03/15/2003 1.00 1.01 * 12 03/16/2003 - 03/22/2003 0.99 1.00 * 13 03/23/2003 - 03/29/2003 0.99 1.00 * 14 03/30/2003 - 04/05/2003 0.99 1.00 * 15 04/06/2003 - 04/12/2003 0.99 1.00 * 16 04/13/2003 - 04/19/2003 0.99 1.00 * 17 04/20/2003 - 04/26/2003 0.99 1.00 * 18 04/27/2003 - 05/03/2003 0.99 1.00 * 19 05/04/2003 - 05/10/2003 0.99 1.00 20 05/11/2003 - 05/17/2003 0.99 1.00 21 05/18/2003 - 05/24/2003 0.99 1.00 22 05/25/2003 - 05/31/2003 0.99 1.00 23 06/01/2003 - 06/07/2003 0.99 1.00 24 06/08/2003 - 06/14/2003 1.00 1.01 25 06/15/2003 - 06/21/2003 1.00 1.01 26 06/22/2003 - 06/28/2003 1.00 1.01 27 06/29/2003 - 07/05/2003 1.00 1.01 28 07/06/2003 - 07/12/2003 1.01 1.02 29 07/13/2003 - 07/19/2003 1.01 1.02 30 07/20/2003 - 07/26/2003 1.01 1.02 31 07/27/2003 - 08/02/2003 1.02 1.03 32 08/03/2003 - 08/09/2003 1.02 1.03 33 08/10/2003 - 08/16/2003 1.02 1.03 34 08/17/2003 - 08/23/2003 1.02 1.03 35 08/24/2003 - 08/30/2003 1.02 1.03 36 08/31/2003 - 09/06/2003 1.02 1.03 37 09/07/2003 - 09/13/2003 1.01 1.02 38 09/14/2003 - 09/20/2003 1.01 1.02 39 09/21/2003 - 09/27/2003 1.01 1.02 40 09/28/2003 - 10/04/2003 1.01 1.02 41 10/05/2003 - 10/11/2003 1.01 1.02 42 10/12/2003 - 10/18/2003 1.00 1.01 43 10/19/2003 - 10/25/2003 1.00 1.01 44 10/26/2003 - 11/01/2003 1.01 1.02 45 11/02/2003 - 11/08/2003 1.01 1.02 46 11/09/2003 - 11/15/2003 1.01 1.02 47 11/16/2003 -11/22/2003 1.01 1.02 48 11/23/2003 - 11/29/2003 1.01 1.02 49 11/30/2003 - 12/06/2003 1.01 1.02 50 12/07/2003 - 12/13/2003 1.01 1.02 51 12/14/2003 - 12/20/2003 1.01 1.02 52 12/21/2003 - 12/27/2003 1.01 1.02 53 12/28/2003 - 12/31/2003 1.02 1.03 • Note: "*" indicates peak season week Page 1 • DOWNTOWN MIAMI METROMOVER SYSTEM Location of 1100 Biscayne Boulevard • • n St agI r t 7t naci. • FI I r M CURRENT METRO-DADE TRANSIT BUS SERVICES WITHIN GENERAL STUDY AREA NW 2 5. cic1 NT w BUS MANNA L St °ve#t . arena tat to tNI BUS TERMINAL • Location of 1100 Biscayne Boulevard MIAMI-DADE METRO RAIL SYSTEM • • Route 3 • WHEELCHAIR. ACCESSIBLE NE z 67St Lam. NE 163 St NE 199 St NE 172 St X NE 171 St 163 St Mall Government Center O Metrorail Station Flagler St IlLSW/SE 1 St —t DOWNTOWN BUS TERMINAL DIPLOMAT MALL Hallandale Beach Blvd 192 St Cswy Aventura Blvd .MACY.5 AVENTURA MALL N Country Club TURNBERRY ISLE COUNTRY CLUB c C� 0 n U 192 St -.. . • I i North Map not to scale 9102 • Deadhead Non stop revenue service One A.M. Southbound trip and one P.M. Northbound trip will serve bus stop at NW 19 Ave/12 St. See schedule. NW 28 St ■ • a.. ■< . Iv, „, a) N Iz ILI7 N a z ` NW S. River Dr. z o; "" NW11St i Traffic o • Light NW 11 St wr SR 836 North Map not to scale I 1/03 WHEELCHAIRS Stop the bus at any location near the stop to allow wheelchairs on or off the bus. EFFECTIVE: December 7, 2003 NW 37 Ave SW 8 S SW 27 Lane METRORAII 0 Q U Stko, NW 14 St a, z z NW 30 Stfl a) N SW 1 St COCONUT GROVE STATION a�. re - SW 27 Terr C) 27 Lane 11 Grand Ave.__ Os 9 W. Flagler St SW I1 S ALL Bll5E5 ARE WHEELCHAIR ACCESSIBLE ACCESSIBLE NW 29 St BIKE Route 6 GOVERNMENT CENTER STATION 9 St c NE 17 S --� 11St 0) W Q z tza N. e ouiI 7 St f8St mo m. STATION DESTINATION SIGN North NW 18 Ave/29 St - 0021 South Coconut Grove - 0022 Not In Service - 02D6 Route 9 • • NE 167St tiami Gardens Dr m 0 z 163 St Matt NORTH ¢' MIAMI z ��� NE 125 St tiI J NE 123 St Government Center Metrorail Station SW/NW 1 Ave LJ J z MIAMI SHORES NE 17 St z NW/NE 1 St SW/SE 1 St Downtown Bus Terminal 0 NE 2fl3St g Lu Q z � a c" Aventura o Mall z NE 167St NE 163 St LEGEND NORTHBOUND merielin SOUTHSOUND North Map not to scale 0 Route 10 • Government Center Metrorail Station I N. Miami Ave a) N ll.i z 163 St Mail a> NE 167 St I NORTH m cv w z NE 125 St NE 119 St NORTH MIAMI NE 17 St } a co Q > T- CA u a w f z z z V) NW/NE1 St Downtown Miami SW)SE1 St Downtown Bus Terminal MIAMI w z BEACH F NE 163 St North Map not to scale � Route 16 • WHEELCHAIR ACCESSIBLE Government Center Metrorail Station Downtown Bus Terminal IlI�ii, North Miami Miami Shores El Portal NE 17Terr 15 St OMNI Bus -� Terminal in T ca • CD Cn SW/SE 1 St NE 167 St 0,1 ` it! 1 63 Street w1 1 Mall NE 163 St '1 (v w z NE 14 St Biscayne Park N Bayshore Dr North Miami Beach NE 123 St North Map riot to scale • Route C Government Center Metrorail Station Omni Bus Terminal Downtown Bus Terminal • Omni Bus Terminal NE14Str J t SW/SE 1 St 47°c 4r Mt. Sinai Hospital MN Flagier St doseway 41St hj"9 oN d �i m MIAMI BEACH 17 St SOUTH BEACH incoln Rd North Map not to scale • • Route K • WHEELCHAIR ACCESSIBLE Government Center Metrorail Station North Map not02 to scale 9/ BROWARD COUNTY OMNI Bus Terminal NE 14 St J SW/SE 1 St Downtown Bus Terminal Atlantic Shores Blvd Diplomat Mall • 1 .-- z ■ b • Hallandale Beach Blvd WINSTON . TOWERS Short Turn BUS ZONE TOLL BOOTH HAULOVER MARINA rza 121 0 1- tr.) a) a 85 St 77 St OQ u 63 St 178 St 174 St MIAMI BEACH • Route S • WHEELCHAIR ACCESSIBLE Downtown Bus Terminal Omni Bus Terminal NE 14 St < m r'mcn Flagler St SW/SE 1 St 13 St Aventura Mall pventura B 1\I NW 5 St 17 St Gallahad Dade Blvd causeway 0, as x p 0 .o J -47 44St c 0 V 96St Lincoln Rd Washington Ave North Map not to Scale • • Route T Legend Weekend Only 0 - Limited Stop NE 38 St NE 36 St NE 29 St NE 19 St Toll Booth t HAULOVER L. PARK MARINA Julia Tuttle Cswy NE17Terr NE 14 St Omni Bus Terminal 1.1.1 Government cuQ NE 4 St Center d MDCC Metrorail Downtown Station c Campus �® `;1Elagler St Downtown Bus Terminal SW/SE 1 St BAL 7 HARBOUR < MIAMI BEACH -a 72 St ca J 96 St SURFSIDE 6" v North Map not to scale • Flagler MAX LIMITED STOPS SW 8 St v co Coral Way Government Center Metrorail Station Flagler St Omni International o Mall a) I♦ Omni Bus {GQ Terminal co NE 14 S cr 0 "' NE3St z NW/NE 1 St Downtown Bus Terminal SW/SE 1 St U 0 19 5t 0 U 17 St 4r 0 < 0 c co co c 2 cn 5 St North Map not to scale Biscayne MA METRO AREA EXPRESS MAKES ALL LOCAL STOPS NORTH OF 163 ST O Limited Stop MAKES ALL LOCAL STOPS SOUTH OF 19 ST Government Center Metrorail Station • 91 St Downtown Bus co Terminal Flagler S, 0 ¢�aa SW/SE 1 St v etr Ag9S' "C3 Aventura Mall 163 St 151 St 146 St 35 St 123 St Sans Souci Blvd 07 St 96 St 79 St 62 St 54 St 36 St 29 St 19 St 15 St OMNI BUS TERMINAL NE 17 Terr OMNI v 0 ct r NE14St North Map not to scale • • RoA ■ o ■ 0 0 0 Miami Int'I Airport (Lower Level) LeJeune Rd (42 Ave) NW 36 S Allapattah Metrorail Station Tri-Rail Airport .I F Station rrrrr■ NW 21 St L 0 z NW 36 St West Flagler St NW 33 St Airport Owl dvb WHEELCHAIR BIKE ACCESSIBLE ACCESSIBLE Arthur GodfreyRd Sti Julia Tuttle Cswy >■ 0 mr � a7■ � 0r r En a Omni W Bus Terminal Government Center Metrorail Station NW/NE 1 St SW/SE 1 St 0 P. o Lincoln Rd — u) a) > > (0 Q LY1 c o 4--� E I V Mack5 St 4rCSY ca North Map not to scale Collins Ave • • 1 ; 1< 1 Fz Palmetto Service Road NW 22 Ave Palmetto Service Road BUNCHE PARK OPA-LOCKA NW 79 St El»au■ NW 54 St Take layover at NW 1 Ave/ NW 167 St Eastbound & Westbound SR 826 Golden Glades Park & Ride WHEELCHAIRS Stop the bus at any location near the stop to allow wheelchairs on or oft' the bus. Allapattah Metrorail Station Civic Center Station North Map no11t/03 to scale 01, z NW 14 St NW 10 Ave Parkway Hospital .-w 4168 St > 165 St z r*. NE 167 St E c5 Night Owl Route 246 f�l 163 Street Mall _ al Sunny Isles Cswy ALL BUSES ARE WHEELCHAIR ACCESSIBLE NE 163 St NORTH MIAMI BEACH DESTINATION SIGN CLOCKWISE DOWNTOWN VIA BEACH 0037 N. MIAMI BEACH, VIA CIVIC CENTER - 00E6 COUNTERCLOCKWISE DOWNTOWN VIA CIVIC CENTER 0044 N. MIAMI BEACH, VIA BEACH - 00A7 NOT IN SERVICE - 02D6 NW 36 St NW 33 St NW 17 St M z NW 14 S ai N Government z Center Station ■— NW/NE 1 St SW/SE 1 St OMNI Bus Terminal as 0 NNW t13 St 7.141% OMNI Bus Terminal z7 CCS MIAMI BEACH lit Cs 96 St )) /1 44 st L q > 2 U o U Lincoln Rd as 0 5 St EFFECTIVE: December 7, 2003 0 Route 95x Aventura Mali • Golden Glades Park & Ride North Map not to scale AM Exit - NW 8 St z cn m69 NE203St NE 199 St N uJ co 1111 o z w z Aventura SKYLAKE Miami Gardens Dr Mall MALL NE 171 St NW/NE 167 St NE 163 St 163 STREET MALL PM TRIP STARTS HERE NE 36 St NW 5 St Downtown Miami SW/SE 1 St 0) NORTH MIAMI cs LU z PM BEACH v U NW6St m Downtown Miami �l Fiagler .� ] 0) N SE4St 8 St Brickell SE 13 St co • z • NW 199 St NE 36 St a) M NORWOOD a z North Map not to scale AM Exit /."--NW8St NW 5 St ¢ Downtow Miami SW/SE 1 St N 8 St . Brickell JSE13St Golden Glades Park & Ride m U n co Route 95x Brickell Norwood PM m V NW 6 St ix] Downtown Miami! Fiagier a) N SE4St z o 8St ter► a5 Brickell SE 13 St • • 0 z • ti z NW 52Ave AM CAROL Q CITY N N NW183 St z z z NW175 St 73 Rd Dr NW 167 St Palmetto X-Way LL] U7 8 St 1 Golden Glades Park & Ride Civic Center NW20St VAHosp 111 17 St 16 St z CIVie Center 12 St rickell Civic Center Route 95x Carol City PM TRIPS FROM CIVIC CENTER TO CAROL CITY: Tranfer at Golden Glades to Carol City Express NE 36 St North Map not to scale PM 0 us a) NW6St Q Downtown Miami Flagler m Q SE4St co o 8 St 'm Q .:a Brickell SE13St • • Route 95 Downtown Civic Center Norwood North Map not to scale NW 199St } NORWOOD Golden Glades Park & Ride DOWNTOWN / CIVIC CENTER NW 39 St VA Hasp ■ 17 St 14 St NW11StL a) z SR 112 ; kn cm Civic N Center c5 • Downtown a Miami NW6St CD z 1n E co z NE 183 St NE 36 St Flagler • • ATTACHMENT D DOWNTOWN MIAMI TRANSIT ROUTE PERSON TRIP CAPACITY INFORMATION Source: Downtown Miami Development of Regional Impact, Increment I1 Feb. 2002 1100 Biscayne Boulevard (Marquis) MUSP Traffic Impact Study ATTACHMENTS September 2004 Keith and Schnars, P.A. Project No. 17342.00 • • - -- - -- - - A - - NUMBER OF CBD 1996 1996 2000 TRANSIT TRANSIT ADDITIONAL SERVICE PEAK OFF-PEAK PEAK VEHICLES IN ROUTE DESCRIPTION YES / NO HEADWAY HEADWAY HEADWAY PM PK HOUR C YES 20 20 20 3.0 K YES 15 TO 30 20 TO 60 15 4.0 M YES 30 30 30 2.0 S YES 12 12 12 5.0 T YES 20 30 15 4.0 3 YES 20 20 15 4.0 6 YES N/A 60 15 4.0 9 YES 15 TO 30 40 10 6.0 10 YES 40 40 40 1.5 16 YES 20 20 20 3.0 51 FLAGLER MAX YES 15 NIA 15 4.0 93 BISCAYNE MAX YES 15 N/A 15 4.0 95 YES 5 N/A 15 4.0 TABLE D-1 1100 BISCAYNE BOULEVARD MUSP TRAFFIC IMPACT STUDY I DOWNTOWN DRI) DIRECTIONAL TRANSIT ROUTE CAPACITY TRANSIT TRANSIT VEHICLE VEHICLES LOAD ROUTE NUMBER @ 150% PM PEAK OF SEATS CAPACITY CAPACITY 46 s 46 s 43 s 63 s 46 s 43 s 26 s 46 s 46 s 44 s 43 s 46 s 43 s 69 69 65 95 69 65 39 69 69 66 65 69 65 207 276 130 475 276 260 156 414 104 198 260 276 260 TABLE D-1(A) 1100 BISCAYNE BOULEVARD MUSP TRAFFIC IMPACT STUDY EXISTING AND PROJECTED DIRECTIONAL TRANSIT ROUTE CAPACITY TRANSIT ROUTE 9-14414 ADDITIONAL DESCRIPTION CBI) SERVICE YES 4HO /996 PEAK HEADWAY 1986 OF1995 HEADWAY 2006 2006 PEA HEADWAY NUMBER OP TRANSIT RiELE8 VE665651 B4 PM PK HOUR TRANSIT VEHICLES NUMBERS OF SEATS VEHICLE LOAD q AD CAPACITY ROUTE ROUT )( m p CAPACITY 2006 pECOMMEXO E0 SERVICE PLAN IN 200070P 2005 PEAK VEHICLES HEADWAY PM NUMBER OF TRANSIT IN PK HOUR TRANSIT VEHICLE $12E & NUMBER OF SEATS TRANS VEHICLE I LOAD @ 159% CAPACITY R VEHICLE ROUTE PM PEAK CAPACITY A YES 00 20 20 3,0 19 0 15 45 EXTEND SZUTMNIMirtgt14 26 3.0 MIN1225 33 99 S YES 15 30 15 4,0 46I 69 276 NOCHANGE 15 4.0 Aft -411 62 248 C YES 20 20 20 3,0 45 a 69 207 PEAK HEADWAY 15841N 15 4.0 40.414 62 240 E E0 50 30 2.0 PEAK HEADWAY 30 MIN 30 2.0 40'•414 62 124 G 15T030 30 IS 4.0 NO CHANGE 15 47 417•414 62 246 H 20 20 15 4.0 PEAK HEADWAY 75 MIN 15 4.0 40-41s 62 248 3 20 30 15 4.0 PEAK HEADWAY IS MIN 15 4.0 40. 414 62 248 K YES 15 TO 30 20 FO 60 15 4.0 46s 60 276 560 CHANGE 15 4,0 40'-47a 90 248 L 107020 12 TO24 7.5 0.0 NO CHANGE 7.5 80 40'-415 62 493 M YES 30 30 30 2.0 43 5 65 130 NO CHANGE 30 2.0 40 -414 62 124 R 60 60 PEAK HEADWAY 30 MIN 30 2.0 40-415 62 124 S YES 12 12 12 50 63 s 95 475 NO CHANGE 10 6.0 40/60'-56a 64 504 T YES 20 30 15 40 46 s 69 276 REPLACED WITH BEACH MAX 15 4.0 40•41s 62 248 1 10 30 140 CHANGE 10 6.0 40'-415 62 372 2 YES 15 60 12 5.D 4432s 63 315 REALIGN NORTHERN TERMINUS 12 5.0 40', 414 62 310 3 YE6 20 20 15 4,0 s 65 260 PEAK HEADWAY I MIN 15 4.9 40'-41s 62 248 6 YES NIA 60 15 4,0 26 s 39 156 EXTEND ROUTE IONIC 15 4.6 MM1.225 33 132 7 YES 20 TO 40 200040 20 3.0 43s 65 195 HEALK}N BREOUCE DAKY Hp1VY 20 3,0 40. 41s 62 186 8 YES 10 TO 30 15 TO 30 00 BA 42s 63 378 EXI END BEHVKI6 WESTWARD 10 6,0 40'- 414 62 372 S YES 15 TO 30 40 iD 6.0 466 69 414 PEAK HEADWAY 15 MIN 15 4,0 40, 41s 62 248 10 YES 40 40 40 1.5 46s 69 194 NO CHANGE 40 15 40'-41a 62 03 11 YES 7.5 TO 15 10 TO 20 10 6.0 633 95 570 THUi41/0 0 W, HOU1G h1 MALL 19 6.0 90180.524 75 466 12 30 30 20 3.0 PEAK II{)AOWAY 29 MIN 20 3 0 49' • 41s 62 196 - L8 YES 20 20 20 3.0 44a 06 166 NO CHANGE 20 3.0 40'-414 62 196 1 17 157030 39 0014/5LY40 G{WADES T6RMINAL 75 4.0 40.414 62 248 21 YES 30 TO 60 30T060 30 2,0 36s 57 114 EXTEND 'ID O TRADES TERMINAL 30 2.0 40'-41s 62 124 22 307069 30TO60 15 4.9 PEAK HEADWAY 15.30 0614 15 4.0 40•41s 62 248 24 YES 157039 15 TO 30 15 4.0 435 65 260 EXTEND W. 70 SW 147 AVE 18 4.0 40'-414 82 246 27 157030 15 TO 30 12 5.0 EXTEND TO GOVL4H0VE ME740H41. 15 40 4p1•415 62 248 25 60 60 6XTINND 107 N4RYp1TERMINAL 50 10 90' - 414 62 62 26 70 70 NIM)17A9,Y HEADWAY 30 MIN 30 27 MINE225 33 65 32 YES 20 30 20 3.0 436 65 195 NCI CF1ANti60 20 30 40-414 62 158 33 39 45 20 5.0 PEAK HEADWAY 20 MIN 29 3.0 40'-41s 62 186 - 35 60 60 30 2,0 0EAKA)A4.Y HEADWAY30 MIN 30 2,0 40' - 414 68 124 - 36 YES 157060 307000 15 4,0 45s 69 276 EXTEND 5. tO MIAM1 Uri -MALL 15 4,0 40'-41s 62 248 37 30 30 EXTEND 10MSAMIi,AE6"/C11001. 30 20 40'-41s 62 124 38 SUBWAY MAX 20 NIA 10 6.0 PEAK HEADWAY 19 MIN 10 6.0 40'-41s 51 300 40 15 T030 30 15 4.0 MIDDAY 9041IN HEADWAY 15 4.0 47•41s 62 248 ' 42 60 60 30 2.0 F'EAK/DALY HEADWAY 30 MIN 30 2.0 40.41s 62 124 48 NOT IN SERVICE 842004 YES 60 60 60 1.0 20a 30 30 0EA611748,7 111:A17WAY 30MN 20 2.0 MIN422s 33 68 51 FLAOLER MAX YE5 15 NIA 15 40 43 5 55 260 MIDDAY 20 MIN I5 AOWAY/TRVNCATE 15 4.0 401- 41s 62 248 52 397060 69 20 3.0 PEAK HEADWAY 20 MIN 20 3.9 40'-416 62 186 54 20 30 4.40019141E 20 3.0 407.414 62 186 56 30 TO60 60 32 2.0 MIDDAY 39 MIN HEADWAY 30 2.0 40'-41a 62 124 57 60 KVA 30 2.0 PEAK/15m Y HEAOWAY 30 MIN 30 2.0 40' - 41s 62 124 62 8E5 107030 157030 20 3.0 41s 62 189 964E5E.146)11(,41)90020 MW 10 6.0 40'• 451 62 372 55 70 WA 30 2,0 PEAK HEADWAY 30 MIN 30 2,0 40-413 52 124 70 60 60 30 2.0 REAT.ICN4 AL(N4Ci S.51t0WAY EAT 60 4.0 40-413 62 62 71 BC 60 30 20 FEAKIDAILY HEADWAY 30 MEN 30 2.0 40'-419 62 124 72 30 TO 60 60 30 2.0 TRUNL0AIE A TMIAMI M1TR()RAIL 30 2.0 40 - 415 62 124 73 30TO60 60 20 3.0 PEAK 0EADWAY Eft MIN 20 3.0 TW-415 62 156 75 30 30 EXIEN0 TO NE TRANSIT TERMINAL 30 2.0 40`•414 62 124 77 YES 10 TO 20 157030 10 6.0 428 63 378 NO CHANGE 10 6.0 49'-416 62 372 83 20 TO 60 30 15 CO PEAK HEADWAY 15 MIN 15 4.9 40'-414 82 248 87 30 69 30 2.9 REALIGNR45W PALMETTO STATION 30 2.0 BY-415 82 124 86 15 70 30 307060 12 5.0 PEAK HEADWAY 12 MIN 12 5.9 40' •414 62 310 91 60 60 30 2.0 SERVICE NEW NE TERMINAL 30 2.6 4P-414 62 124 93 BISCAYNE MAX YES 15 WA 15 4.9 46 a 69 276 PEAK HEAONIAY 1$ MIN 15 4.0 40'.414 62 248 95 YES 5 N/A 15 4.0 43s 85 269 MIDDAY SERVICE20 MIN1101NY 5 12.0 40'-414 62 744 97 27 AVE MAX 75 WA NO CHANGE 15 40 40'•41s 62 248 104 60 50 30 2.0 EXTEND/NEW W. KENDALL. TERMINAL 30 20 40'-41$ 62 124 132 TRIBAL KOGER SHUTTLE MATCH. MIAL MATCHMIPAR 30 2.0 PEAK HEADWAY 30MIN 30 2.0 40-414 52 124 139 TRIRASLAIRPORT SHTL MATG-ETA% ',WON TIR45. PEAK HEADWAY 30 MIN 30 2.0 40' .414 62 124 134 RIVERSIDE SHUTTLE 15 4,0 NU CHANGE 15 4.0 M1141-224 33 132 204 KIIUAN NAT 7.5 N/A EXTEND ROUTE 7.5 9.0 M641-225 33 244 231 SUBWAY LOCAL 30 2,0 NO CHANGE 30 2.0 MINI-22s 33 86 243 SEA PORT SHUTTLE 15 40 2Es 39 156 NEW 15 4.0 MENI.223 33 132 252 CORAL REEF MAX 20 3.0 NO CHANGE 20 3,0 M94N223 26 84 - 272 SUNSET KAT IC 60 00 6.0 EXTEND/NEW W. KENDALL ICHMANAL 10 60 MIN1.223 33 198 207 SAGA BAY MAX 20 3.0 NO CHANGE 20 3.0 MIN3.228 28 84 266 KENDALL KAT 15 NIA 15 4.0 EXTENOMEW MIA &W. KENDALL ST 15 4.0 MIN1-225 33 132 A4RI METR0RAJL[11 YES 6 10,0 459 5$5 5556 NORTH •0VE3DWI4Ais042 5 10.0 450 565 58503 MR2 METRORAJL[11 YES 6 10,0 450 585 5850 OVER1'OW{4 ARENA -GOY CENTER 6 17.0 450 395 5850 A4R3 METRDRAIL[7I YES 6 19,0 450 535 5850 GOV CENTER. BAICKELL 8 10.0 450 585 5850 MR4 METRORAIL111 YES 5 10.0 450 585 5350 BRICKELL-SOUTH 6 10.0 450 585 5650 MM1 METROMOVEPi 5 2 30.0 06 56 2580 INNER LOOP 1.5 40.0 98 96 3940 MM2 METROMOVER YES 3 20.0 96 96 1920 OMN17$RIKELL LEGS 3 20.0 96 96 1920 NOTES: (11 METRORAL. LOAD FACTOR IS 130%, SOURCE OE(TH AJ.RS, P.A. • • • • TABLE D-2 1100 BISCAYNE BOULEVARD MUSP TRAFFIC IMPACT STUDY EXISTING AM BUS RIDERSHIP AND PERSON -TRIP CAPACITY ASSIGNMENTS OCTOBER 26 2004 ROADWAY FROM TO DIR FACIUTY TYPE EXISTING LANES BUS ROUTES SERVING ROADWAY SEGEMENTS BUS ROUTES AND RIDERSHIP PER SEGEMENT i(PERSONS) TOTAL BUS RIDERSHIP BUS CAPACITY (PERSONS) WC BISCAYNE BLVD 3 10 51 93 95 C S NEI4 STREET NE 13 STREET NB 6LD 3 16 51 93 95 85 95 C S 46 24 56 68 18 57 95 366 2,4E6 0.149 SB 3 16 51 93 C 5 60 45 52 56 60 125 398 1,676 0,237 ( NE 13 STREET 1.395 NB 61.0 3 16 51 93 95 95 95 C S 48 24 56 66 18 57 95 366 2,456 0.149 58 3 16 51 93 C 5 60 45 52 56 60 125 396 1,676 0.237 1.395 NE 11 STREET NB 4L 3 16 51 93 95 95 95 C S 46 24 56 68 18 57 95 356 2,456 0.149 SB 3L 3 16 51 93 C S 60 45 52 56 60 125 398 1,676 0.237 NE 11 STREET NE 6 STREET 119 4L 3 16 51 93 95 95 95 C 5 48 24 56 68 16 57 95 366 2,456 0.149 SB 3L 3 16 51 93 C S 60 45 52 56 60 125 398 1,676 0.237 NE2AVENUE 9 10 K T NE 13 STREET €-395 SB 3L 9 10 K T 106 36 52 88 284 1,079 0.265 1-395 NE 11 STREET SB 3L 9 10 K T 108 36 52 85 284 1,070 0.265 NE 11 STREET NE 3 STREET SB 3L 9 10 K T 1U8 36 52 88 284 1,070 0.265 NEI AVENUE 8 9 10 K T NE 13 STREET 1.395 N0 31. 6 9 10 K T 2 72 38 72 72 256 1,226 0.209 ''. 1-395 NE 11 STREET NB 3L 6 9 10 K T 2 72 38 72 72 256 1,226 0.209 NE 11 STREET NE 6 STREET NB 3L 6 9 10 K T 2 72 38 72 72 256 1,226 0.209 N. MIAMI AVENUE 6 ', NE 13 STREET NE 11 STREET SB 3L 6 4 4 155 0.026 NE 11 STREET NE 6 STREET 58 3L 6 4 4 156 0.026 INE11STREET BISCAYNE BLVD 1100 BISCAYNE PRCJ. W8 2L 1100 BISCAYNE PROD. NE 2 AVENUE WB 2L NE2AVENUE NEIAVENUE W8 2L NE 1 AVENUE N. MIAMI AVENUE WO 2L NE10STREET BISCAYNE BLVD NE 2 AVENUE EB 2L NE2AVENUE NE1AVENUE E8 2L NE 1 AVENUE N. MIAMI AVENUE SR 6368-39SlMACARTRUR CSWY E8 21, 51 C K M S 95 PALM ISLAND ENTR BAYSHORE DRIVE EB 5L0 51 C K M 5 56 78 120 48 135 437 1,346 0,324 WB 51 C K M S 52 81 56 36 145 370 1,345 0.274 BAYSHORE DRIVE N. MIAMI AVENUE EB 6L0 WB N. MIAMI AVENUE 1.88 EB 6LD WB NOTES: 1 BUS ROUTE LOCATION AND BUS RIDERSHIP DATA OBTAINED FROM MIAMI-DADE TRANSIT AUTHORITY (MDTA), ROBERT P. PEARSALL. 2 ROUTE 51 IS THE FLAGLER MAX AND ROUTE 93 IS THE BISCAYNE MAX 3 ROUTE 95 REPRESENTS THREE ROUTE VARIATIONS FOR THIS SPECIAL SERVICE. SOURCE: KEITN *NABS, P.A. • TABLE D-3 1100 BISCAYNE BOULEVARD MUSP TRAFFIC IMPACT STUDY EXISTING PM BUS RIDERSHIP AND PERSON -TRIP CAPACITY ASSIGNMENTS OCTOBER 28, 2804 ROADWAY ' FROM TO DiR FACILITY TYPE EXISTING LANES BUS ROUTES SERVING ROADWAY SEGMENTS BUS ROUTES AND RIDERSHIP PER SEGMENT € TOTAL BUS RIDERSHIP IPER$0NS} BUS CAPACITY iPERSONS} V7C BISCAYNE BLVD 3 16 51 93 SCSS T NE14 STREET NE 13 STREET NB 6073 3 15 51 93 C S 111 89 - 52 104 96 290 752 1,676 0.449 SB 3 16 51 93 95 95 95 C S 45 42 52 78 18 72 200 505 2,456 9.206 NE 13 STREET I-395 NB 61.0 3 15 51 93 C S 111 98 52 100 98 290 748 1,676 0.446 SB 3 18 51 93 95 95 95 C 5 45 42 52 68 18 72 200 497 2,455 0.262 1 1-395 96 11 STREET NB 4L 3 16 51 93 C 5 111 99 52 100 96 290 748 1,678 0.446 5B 3L 3 16 51 as 95 95 95 0 S 45 42 52 68 18 72 200 427 2,456 0.202 NE 11 STREET NE 6 STREET NB 4L 3 16 51 93 C 5 111 29 52 100 96 290 748 1,676 0.445 56 3L 3 16 51 93 95 95 95 C S 45 42 52 58 18 72 200 497 2,456 0.202 NE 2 AVENUE 9 10 K T NE 13 STREET 1-395 56 3L 9 10 K T 66 18 96 126 308 1,070 0.288 1-395 NE 11 STREET SB 3L 9 10 K T 66 !8 95 128 308 1,070 0.266 NE 11 STREET NE 3 STREET SB 31. 9 10 K T 66 16 96 128 308 1,070 0.288 , NE 1 AVENUE 5 9 10 K T NE 13 STREET 1-395 NB 3L 8 9 10 K T 4 132 48 t56 t28 468 1,228 0.382 1.395 NE 11 STREET NB 3L 6 9 10 K T 4 138 48 112 132 434 1,226 0.354 NEIISTREET NE6STREET NB 3L 6 9 10 K T 4 138 48 112 132 434 1,226 0.354 N. MIAMI AVENUE 6 NE 13 STREET NE 11 STREET 56 3L 6 4 4 456 0.026 NE 11 STREET NE 6 STREET SB 3L 6 4 4 156 0.026 NE 11 STREET BISCAYNE BLVD 1100 BISCAYNE PROJ. WB 2L 1100 BLSCAYNE PROJ. NE 2 AVENUE WB 2L NE 2 AVENUE NE 1 AVENUE WB 2L NE 1 AVENUE N, MIAMI AVENUE WB 2L NE 14 STREET BISCAYNE BLVD NE2AVENUE EB 2L NE2AVENUE NE1AVENUE EB 2L NE1 AVENUE N. MIAMI AVENUE E3 2L SR 8306.3861MACARTHURCSWY 51 C K M 5 95 PALM ISLANDENTR BAYS -WE DRIVE EB 61.0 51 C K M 5 52 96 156 68 299 662 1,348 0.491 WB 51 C K M S 52 72 96 18 200 438 1,348 0.325 BAYSI-IORE DRIVE N. MIME AVENUE EB 6LO WB N.ML4Mi AVENUE -95 EB 610 WE NOTES: 1 BUS ROUTE LOCATION AND BUS RIDERSHIP DATA OBTAINED FROM MIAMI-DADE TRANSIT AUTHORITY (MDTA), ROBERT P. PEARSALL. 2 ROUTE 51 IS THE FLAGLER MAX AND ROUTE 93 IS THE BISCAYNE MAX 3 ROUTE 95 REPRESENTS THREE ROUTE VARIATIONS FOR THIS SPECIAL SERVICE. SOURCE: KEITH AARS, P.A. • • TABLE D-4 11€ 0 BISCAYNE BOULEVARD MUSP TRAFFIC IMPACT STUDY EXISTING AM AND PM METRORAIL AND METROMOVER RIDERSHIP AND PERSON -TRIP CAPACITY ASSIGNMENT 9-20-04 ROADWAY FROM TO DIR MASS TRANSIT- METRORAIL MASS TRANSIT • METROMOVER FACILITY TYPE EXISTING LANES METRO- RAIL li] % 12] PEAK CAPACITY PERSONS)]PER5ONS) PM PEAK AM PEAK METRO MOVER 13] % (21 PM PEAK AM PEAK TOTAL RIDERSHIP PM WC TOTAL RIDERSHIP PERSONS) AM WC PEAK CAPACITY 'ERSONS TOTAL RID£RSWP PERSONS) PM WC TOTAL RIDERSHIP PERSONS AM WC BISCAYNE BLVD NE14 STREET NE 13 STREET NB 6i.0 MM2 50% 960 44 0.04H 57 0.059 50 50% 960 53 0055 50 0,052 NE 13 STREET 1.395 NB 6Lt3 MM2 50% 950 44 A.046 57 0.059 SB 50% 960 53 0.055 50 0.052 1-395 NE 11 STREET NB 41. 16172 50% 960 47 0049 51 0.064 SB 3L 50% 960 69 0.093 53 0.055 NE 11 STREET NE 6 STREET NB 4L MM2 50% 960 47 0.049 61 0.064 SB 3i. 5096 960 69 0.093 53 0.055 NE 2 AVENUE NE 13 STREET 1-396 SB 31, MM2 50% 960 53 0.055 100 0.104 1-395 NE 11 STREET SB 3L 1611 50% 1 440 70 0.049 136 0.094 NE 11 STREET NE 3 STREET SB 3L Iv1141 50% 1,440 70 0.49 136 0 094 NE 1 AVENUE NE 13 STREET I-395 NB 3L MM2 50% 9E0 44 0.046 57 0 059 1-395 NE 11 STREET NE 3L 51412 50% 960 47 0.049 Si 0,064 NE 11 STREET NE O STREET ND 3L MM2 50% 980 47 0.049 61 0.064 N. MIAMI AVENUE NE 13 STREET NE 11 STREET 5B 3L MR1 25% 1,463 692 0.473 256 0.175 NE 11 STREET NE 6 STREET SB 31. MR1 25% 1,453 692 0,473 256 0.175 • NE11 STREET BISCAYNE BLVD 1100 BISCAYNE PRO,€. V4B 2L 1100 BISCAYNE PROJ, NE 2 AVENUE WTI 2L NE 2 AVENUE NE 1 AVENUE WTI 2L NE 1 AVENUE N.MAMI AVENUE WE 2L NE10 STREET BISCAYNE BLVD NE 2 AVENUE EEl 2L NE 2 AVENUE NE 1 AVENUE EB 2L, NE1 AVENUE N. MIAMI AVENUE ER 2L SR 6361-396111ACAR1IUR CSWY PALM ISLAND ENTR BAYSHORE DRIVE E.B 6L0 WB BAYSRCRE DRIVE N. MIAMI AVENUE EB 6LO VVB N. MAM AVENUE I-95 EB 6LD WB NOTES: METRORAIL CODES 1481: NORTFI.OVERTOVW ARENA MR2 : OVERTOWN ARENA - GOV CENTER MR1 GOV CENTER . BRICHELL MR4: BRICKELL . SOUTH MEIROMOVER CODES MM1: INNER LOOP A4M2 OMNI IBRCKELL LEOS 111 THE PERCENTAGE REFLECTS A PORTION OF THE METRORAIL CAPACITY ASSIGNED TO PARALLEL CORRIDORS. SEE MAP J-SR TOR AN ILLUSTRATION OF THE CAPACITY ASSIGNMENT. ]2] TOTAL PERSON TRIP CAPACITY FOR METRO RAIL AND ME0ROMOVER 1S PROVIDED IN TABLE 21.A3. THE PEAK PERSON TRIP CAPACITY ASSIGNER TO EACH LINK REFLECTS ONLY A PORTION OF THE TOTAL CAPACITY BASED UPON THE PERCENT ASSIGNED. • 13] THE PERCENTAGE REFLECTS A PORTION OF THE METROMOVER CAPACITY ASSIGNED TO PARAL DORS. SEE MAP .1-50 TOR AN ILLUSTRATION OF THE CAPACITY ASSIGNMENT. • • ATTACHMENT E DOWNTOWN MIAMI VEHICLE AND PERSON TRIP CONDITIONS Existing and 2008 Conditions Committed Project Traffic Distribution & Level of Service Table 1100 Biscayne Boulevard (Marquis) MUSP Traffic impact Study ATTACHMENTS September 2004 Keith and Schnars, P.A. Project No. 17342.00 • 9-20-04 ROADWAY FROM TQ TABLE E•1 1100 BISCAYNE BOULEVARD MUSP TRAFFIC IMPACT OTUIOY EXISTING VEHICLE ROADWAY CONDIIION71 B/SCAYNE BLVD NEI4 STREET NE 13 STREET NE13 STREET 1595 1395 NE 11 STREET NE 11 STREET NE 6 STREET N£ 2 AVENUE NE 13 STREET 1595 1.395 NE 11 STREET NE 11 STREET NE 3 STREET NE1 AVENUE NE 13 STREET I395 1.395 PIE ti STREET NE 11 STREET NES STREET N. MLRMI AVENUE NE *STREET DFR NB SB NB SB NB SB NB Se SB SS SB NB NB NB NE 11 STREET SB NE 11 STREET NE &STREET NE Si STREET BISCAYNE BLVD 1100 BISCAYNE PROD. 1100 BISCAYNE PROD. NE 2 AVENUE NE2 AVENUE ER 0AVENUE NE1 AVENUE N. MIAMI AVENUE 10 STREET BISCAYNE BLVD NE 2AVENUE NE 2 AVENUE NE 1 AVENUE NE 1 AVENUE N. MAW AVENUE SA 636fl.2952:1ACARTNUR CSWY PALM ISLAND ENTR BAYSHOHE ORME BAYSHORE ORNE N. MIAMI AVENUE N. MIAMI AVENUE 1.95 SB ES EB (2] RAW FACILITY COUNT PEAK ], (tj TYPE SOURCE HOUR PEAK RINCTIONAL EXIST€NG COUNT AND PRIM 04/49ON AA CLASSIFICATION LANF�5 STATION PERIOD V01UMI kA 't7N P PRINCIPAL ARTERIAL PRINCIPAL ARTERIAL PRINCIPAL ARTERIAL PRINCIPAL ARTERIAL 12€1011 ARTERIAL MINORARTERIAL MINOR ARTERIAL COLLECTOR COLLECTOR COLLECTOR MINOR ARTERIAL 13123011 ARTERIAL. COLLECTOR COLLECTOR COLLECTOR COLLECTOR COLLECTOR COLLECTOR COLLECTOR 61,0 5053 6L0 4L 3L AL 51 2L 3C 3L 3L 3L 3L 3L 3L 2L 2L 2L 2L 2L 2L 2L ES PRINCIPAL ARTERIAL FRWY6 WB ES PRINCIPAL ARTERIAL FRWY6 WB EE PRINCIPAL ARTERIAL FRWYB W0 NOTES: /150 KEITH AND SCHNARB, P.A. FOOT a FLOR32A DEPARTMENT OF TRANSPORTATION 6062 5049 5049 NIA WA WA WA NIA NIA WA NIA FOOT -PM FCOT-PM FOOT.PM FOOT.PM ENCII.AM K&S-AM 1NC11-A.M INC16PM IN019PM /14011-PM 1,093 1,719 1,750 2430 1,679 1,314 1,679 1,31E 1.121 1,142 071 1.00 TAG l00 0 109 7414 1.02 1190 03 099 11X1 9.201 1,43 092 i_F43 I.[ 1 599 599 W011-AM 092 3NCli-AM 392 K&E-PM N/A K&5-PM N7A INC€I-PM N/A WCIFPM NIA INCII.PM N/A INC15P92 NIA WC11-PM 370 370 10G 00 I41 04.1fa'4(Fl1 11141 1.00 II 71715011 11x1 1 01.1 0fs11,401 00 I.v W 119 1;x4:16.11101 212001 j4f PEAK PARK PEAK NOUN WANE PEAK NOUN HOUR OW MAX AOOP- , HOUR PERIOD PERIOD SERVICE TED ! OIN 1075 I,034 1,141 1,422 005 1,220 1,393 020 1,T10 Loco 1,744 1,451 1.129 1,393 1,729 10,53 2,400 2,490 2,490 2,490 3200 2,400 3.250 2,490 19111 i 2,1150 nz 1,1.13 1.211 10*0 039 335 002 It 792 I u1 1 1i3.N,0t,04 370 :A t W 1 4Y: 133 1 1 IY` 133 133 2509 PDCIT. PM 2.990 3,747 2505 FOOT -PM 2,900 3,747 2506 FOOT -PM 2,990 3,747 W 00 00 152/ 1A7 101 1.07 L01 07 1.07 0.94 094 .004 994 0 04 0.94 tr11.11N'31xw 043L4.Y:0 04,41re /4f24r2WR 04/24029 {M ,24r21K10 o603/2003 54203.3003 3620372003 96032003 0610:V2063 060322003 310 1E0 150 133 133 133 3,007 3,7669 3,407 3.76B 3,007 3,769 410 370 370 195 2.9W 2,990 2,1491 2.0110 2,950 U3Y,7 1211W 1,990 105 1 1,050 144 144 144 3,032 3,663 3,062 3,863 3,082 3,603 1,990 1,950 6,100 6,150 6,19.E 6.150 6,150 6,150 1..20 E.20 5220 E100 E.20 E.20 0 C 17 E+20 C E.29 ] C E120 I C E+20 C Et20 E+20 E+20 E E 11l BASED ON THE 1092 FEDERAL FUNCTIONAL CLASSIFICATI➢N, FOOT 6, DIVf510N OF PLANNING AND PROGRAMS. 12] PEAK PERIOD COUNT DATA OBTRINES FROM FOOT, SY THE APPLICANT, OR COUNTS FROM MUSP APPLICATIONS OBTAINED FROM THE CI IY OF M/AML SEE APPEND X 0 FOR COPIES OF ALL COUNT DATA 13TILf7ED_ ]3] GROWTH RATE APPLIED TO OBTAIN ABASE YEAR 2044 TRAFFIC CONDITION'S. GROWTH RATE BASED ON TABLE 5. (4] PEAK HOUR OIRECTLONAL MAXIMUM BERVICE VOLUMES ARE OBTAINED FROM FOOTS 2002 DUALITY; LEVEL OF SERVICE HRN09000 OR FROM THE LOCAL GOVERNMENT OF 3URISD/CT10N6 COMPRERENSIVE PLAN, SOURCE: KETH ANDS, P.A. • 1,711anplal/projec7sl20044173421100 Hisca s Rev 10-27.0411 i0 -2.WK4 TABLE E-2 1100 BISCAYNE BOULEVARD MUSP TRAFFIC IMPACT 1$1110Y EXISTING PERSON -TRIP VOLUME AND CAI'AC11 Y OCTOBER 28 2004 ROADWAY FROM TO BIN BISCAYNE BLVD NE74 STREET NE 13 STREET NE 13 STREET 1,305 1.395 NE 11 STREET NE 11 STREET NE 6 STREET NE 2 AVENUE NE 13 STREET €395 I-390 NE 11 STREET NE 11 STREET NE 3 STREET NE I AVENUE NE 13 STREET €423 1395 NE 11 STREET NE 11 STREET NE 6 STREET N MIAMI AVENUE NE 13 STREET NE 11 STREET NE 11 STREET NE 6 STREET NE 11 STREET BISCAYNE BLVD 1100 BISCAYNE PRO2. 1100 BISCAYNE PRCJ. NE 2 AVENUE NE2 AVENUE NE I AVENUE NE 1 AVENUE N. MIAMI AVENUE NE 19 STREET BISCAYNE BLVD NE 1 AVENUE NE 1 AVENUE NE 2 AVENUE NE2 AVENUE N. WANE AVENSE SR 8367139NMACARTNUR CSWY PALM ISLAND ENTR B6YSHORE DRIVE SAYSHORE DOE N. MIAMI AVENUE N. MIAMI AVENUE 1.25 MIAMI ADOP- TED LOS t11 CORRIDOR TYPE ROAOWA 121 PERS-TRIP ROADWAY CAPACNY HEADWAY VEHICULAR 4 09. VEHICULAR CAPACITY 1.6 VCLU1iE,_ 121 141 5100E PENS TRIP VOLUME 4PPV. iA 131 £xcE55 PERSON TRW 1'3 ROADWAY PERSON TRP CAPACITY 67C LOS NB E 415 2,490 3,284 1.710 2,394 1,690 0.60 D Se E 2,484 3,954 1,060 1,484 2,500 4.37 C NE E HS 2499 3,984 1,776 2,467 1,497 062 17 SB E 2,490 3,964 1,451 2,031 1.953 051 0 NB E 110 3.250 5.200 1.729 2,421 2,779 0.47 0 Ss E 2.490 3.994 1.353 1,094 2093 0.48 0 NB E HS 3,250 5,200 1,729 2,421 2,779 0.47 0 SB E 2,490 3,964 1,553 1,894 2.090 0.46 0 YN4 181 ja1 i 1+4] I 1111 BUN MOM AMC , TOTAL PER.111r0 Ip3111,1RN' 465l5,1NMP' WNW CAPACNY 16ANA011Y 0'APAGITT MOWN 1 � I 1.9131 449 2,499 2,454' WI 1,41E 26701 3801 2,,634 2,429 V441 911E 1,61E a,e54 2.456 1 3.416 BITS ;4,2MV 2.455] 9416_ SE E.20 HS 1,990 3,184 1,197 1,675 1,506 0,63 5 1.070 SB 2.20 HS 1 2,993 4,704 1,967 2.732 2,002 0.56 D 1,07E I 1,441 SS E+29 HS 2,2E0 4,734 712 997 3,787 0.21 C 1.079 'API, 000I 960 NB E.20 HS 2.990 4.784 1,214 1,599 3,005 0.35 C 1_;0,1 NB E.20 HS 2.993 4,784 036 890 3,694 0.19 C 1,77; NB E..29 HS 2,990 4,734 636 890 3,694 0.19 C 1,226� SB E*20 HS 2090 4,754 416 563 4,201 0.12 C 11,10 SB E.20 HS 2,993 4,754 416 663 4,201 6.12 C I/O] WB E420 1.990 3,184 370 518 2,66E 0.16 C WE E.20 1,990 3,184 370 510 2,66E 0.16 C WB E.20 1,990 3.134 1E5 273 2,911 0.09 C WS 4,20 1,900 3,154 195 273 2,911 0.09 C EB 5.20 1.990 3.164 144 202 2,002 0.90 G ES E220 1,990 3,104 144 202 2,922 30s C EB E.20 1,990 3,164 144 202 2,962 0.06 C EB E LS 6,150 9.040 3,082 4,315 6525 0.44 5 1,343] WB E 6.150 9,340 3,863 5,401 4,431 0.55 0 1246I' EB E 5,150 9,349 3,082 4,315 5,52$ 0.44 8 WB E 3,153 9,840 3,863 5,406 4,431 0.65 C EB 5 6130 9,640 3,032 4,31E 5,525 0.44 B WE E 6,150 9,040 3363 6,409 4,431 4.55 C 0,30 2437 M0 SEGMENT TOTAL 1121 1131 114] TNAN91T TOTAL TRANSft 41014$43N-TRIP VOLUME TRANSIT P£RSTRip METRO- METRO- PERS EXCESS N MOVER RAIL 603,581E 7APA47Y 762 040 746 497 748 497 740 497 2.020 73.4 0,0191 234 :2,P1 204 41UA 2,136 41V 1,AI4 1,34E 1,346 53 44 53 47 69 47 89 10 133 136 41,6 44 434 414 4 662 436 47 47 256 256 796 558 792 550 795 688 795 588 304 420 420 t,540 2,858 1,844 2,855 1,841 2,030 1,541 2,830 1,046 2,590 2,080 612 1.674 481 461 260 260 562 438 1,705 1.705 1,359 1,358 1151 061 1771 SECMENT SBGM£NT SEGMENT PERSON PERSON PERS-TRIP TRIP TRIP EXCESS CAPACITY VOLUME CAPACITY 636 210 6.620 7,400 6,620 7,400 7,036 7,460 7,935 7,400 5,214 7,294 7,294 6.970 3,970 5,970 6,403 3,193 2,942 3,270 2,681 3,216 2,460 3,21E 2,482 2,056 3,202 1,417 2,211 1,371 1,371 643 6,493 643 3,104 3164 3.184 3,184 3.104 3,184 3,134 11,188 11,186 9,64E 9,640 9,840 9,640 548 616 273 273 202 202 20 4,977 3,647 4,315 5.409 4,315 5,409 3,430 5,300 3,341 4,819 4,620 4.920 4,329 4,925 1101 SEGMENT PERSON TRIP VIC LOS 0.462 0 0.273 i 0 0.496 D , 0.349 C 0.410 C 0.335 C 0.410 C 0.336 C 3,155 9.295 4,092 0.438 3,877 6.194 4,759 5,599 5,599 6,660 5.560 2,66E 2,656 2,911 2,911 2,982 2,962 2,9E2 3,211 5,341 5,526 4,431 6,52S 4,431 0.317 0.107 0.197 0,132 0.132 0.153 0,163 0.066 0.06E 0.963 0,063 0333 0.446 0.523 0,439 0.550 0.439 0.550 C C C C C • NOTES; ] CORRIDOR TYPES ARE ASSIGNED USING THE GUIDELINES FROM THE TRANSPORTATION CORRIDORS METN000L5GY. 21 THE ROADWAY VEHICULAR CAPACITY 16 EASED ON FOOTS TABLE. 9] PERSOISTRIP CAPACITY 15 DERIVED BY APPLYING A 1.6 VEHICLE OCCUPANCY TO THE vEHICULAR CAPACITY. THE 1.6 VEHICLE OCCUPANCY IS OETAINEDFROM THE EH 7'S A7.' 11'I4D 32P,3'1,F110NENE FLAN AND RULE 9L-5,007.6131. 41 THE ROADWAY VEHIGIAAA VOLUME IS OBTAINER FROM TABLE E2 51 PERSON -VIE VOLUME IS DERIVED BY APPLYING A 1.4 VEHICLE OCCUPANCY TO THE VEHICULAR CAPACITY. THE 1,4 VEHICLE OCCUPANCY IS OBTAINED FROM A CCMPREHER1116! 5TU5Y v6nf06M53 BY THE CITY IN 1909. 51 THE EXCESS PERSON TRIP CAPACITY 15 DERIVED BY SUBTRACTING COLUMN]51 FROM COLUMN [31. [7] mit PERSON TRIP LOS 15 PROVIDED CONSISTENT WITH THEME LOS MANUAL. 81 THE BUSPERSON.TRIP CAPACITY IS OBTAINED PRINTABLE 0-2 FOR AM AND 03 FORPM- DOWNTOWN WW1 DPI. INCREMENTII. 91 THE METROMOVERPERSON'TRIP CAPACITY IS OBTAINED FROM TABLE 0-4 - 06wNTOwN MIAMI DR INCREMENT II. 101 THE METRORAIL PERSON -TRIP CAPACITY IS OBTAINED FROM TABLE S-4--OGW N7OWN MIAMI ORI INCREMENT 11. 111 THE TOTAL TRANSIT PEASON5T1XP CACA0TY IS OBTAINED ay ADDING BUS, METROMOVER, AND ME72101140. CApACIT1E8. 121 THE PER50FMTRIP VOLUME FOR SU515 (STAINED FROM D.2 FORAM AND D3 FOR 410 THE PERSON -TRIP VOLUME FOR METROMOVER ANC, METRORA1L ARE OBTAINED TROA4IABI_l 0.4. 131 THE TOTAL TRANSIT PERSON VOLUME IS OBTAIN( BY ADDING BUS. METROMOVEA, AND MET40RA,L VOLUMES. 141 THE TRANSIT PERSON -TRIP EXCESS CAPACITYOBTAINED Dr SUBTRACTING COLUMN 1131 FROM COLUMN 1111. 151 SEGMENT PERSON TRIP CAPACITY €$ OBTAINED BY ADDING THE PERSON -TRIP VEHICULAR CAPACITY 000LDMN ]3]1 ANO THE TOTAL TRANSIT PERSON CAPACITY (COLUM,N [11 j). 16j SEGMENT PERSON TRIP VOLUME IS OBTAINED BY ADDING THE VEHICULAR VOLUME IN PERSON -TRIP (ODIUM [5p1 ANO THE TOTAL TRANSIT PERSON VOLUME [COLUMN [730, 171 SEGMENT PERSON -TRIP EXCESS CAPACITY IS OBTAINED BY SUBTRACTING COLUMN 116] FR0M COLVMN]15l 181 THE PERSON TRIP LOS IS PROVIDED CONSISTENT WITH THE FOOT 2902 LOS MANUAL SOURCE: KEITH AND•, P.A. • n:3ranplanlpi0 20ls120D4127342 1100 8islilles Rev 10.27-741111 -2.WK4 TABLE E-3 1100 BISCAYNE BOULEVARD MUSP TRAFFIC IMPACT BTUDY YEAR 200E PERSON TRIP CONDITIONS • Rev. 1627.04 ROADWAY FROM,__ TO BISCAYNE BLVD NE14 STREET NE 13 STREET NE 13 STREET 1395 9365 NE 11 STREET NE 11 STREET NE 6 STREET 2 AVENUE NE 13 STREET 1.396 1395 NE 11 STREET NE II STREET NE3STREET NE 1 AVENUE NE 13 STREET 1.395 F395 NE 11 STREET NE 11 STREET NE8STREET N. MIAM€AVENUE NE 13 STREET NE 11 STREET NE 11 STREET NE 6 STREET NE 11 STREET BISCAYNE BLVD 1100 BECAYNE PR03. 1100 BISCAYNE PROD. NE 2 AVENUE NE2 AVENUE NE I AVENUE NE 1 AVENUE N. MIAMI AVENUE NE 10 STREET BISCAYNE BLVD NE2 AVENUE NE2 AVENUE NE 1 AVENUE NE 1 AVENUE N. MIAMI AVENUE SR 836A3951MACARTHUR CSWY PALM ISLAND ENTR EAYSHORE OWE BAYSHORE OWE N. MIAMI AVENUE N. MIAMI AVENUE 595 DU4 NB NB SD NB SB B B 50 SB 50 NB NB SB 56 EB WB CB WB 4Y9 W9 EB WS EB ED MIAMI ADOP- TED LOS„ E420 E420 E+20 E420 E.20 E+20 E+20 E+20 E E E E.20 E+20 E E+20 E+20 ES E WE E E0 E WS E EB E WB E FACILITY TYPE EXISTING LANES 6L0 BID 4l 41. 3L 2L 3L 3L 31 3L 3L 3L 3L 1L 2L IL 21. 2L 2L 2L IL 2L IL 61A 61.0 ANV PM M PM PM AM AM PM PM PM AM AM FM PM PM PM PM PM [1] 2004 PERSON TAW VOLUME - 3162 2,042 3,279 1 3216 2,480 3.216 2,430 2,659 3.202 1,417 2,211 1,371 1,371 843 843 516 519 273 f21 YR 2946 Bi4G PERSON TRW _young, 3,692 2.41R 3,739 3,044 3,729 2,884 3,669 2,814 2,461 4,061 [3] CONME TTED DEV. m m ]7] Ili iR [7] pl [11 102 46 102 46 122 46 266 305 8 [7I1 3 1,597 [1] 2,395 1,485 1.465 913 913 364 522 [75 364 [7] 592 771 296 273 292 202 202 202 4,977 5,847 4,315 5,409 4,315 5,409 219 160 [!I 219 219 5,494 6.454 4,763 5,971 4,763 5,971 56 8 56 0 0 0 0 161 0 0 1.4 I YR2221 PU1V66 [0] TOTAL [ ?SAWN OAR 6049 TRIP P6R4ON PERSON CAPACITY TRIP TRIP I tOTAL I �Y,, I lO 3,794 2,465 3,891 3,049 3,822 2,940 4,137 3,119 2,469 4,089 1.253 2,403 1.493 0,626 10.673 0.64 OXIII 0,62.E 0.682 6,856 6.244 7,642 0.467 4,040 8.338 7644 0.4PB 4,001 7,641 I0112 C1 I. 1 7,541 ; 0 31µ 1,I G 0,113 1,541 I 2711 913 913 364 592 364 592 299 295 320 160 219 219 5,494 8,434 4,793 5,971 4,763 6.971 0,179 6.212 1,316 6.6511 310 2,640 3, NIR 3,164 2,650 1,310 3.164 3,184 11.212 11 212 9,840 0,940 9,642 9,240 9.s}4 0222 61211 9 113 l: 6143 1 1: 0212 is 11222 12 0219 I C U23 C 11*11 1 C 01193 1 C 0.143 9.122 0080 0069 C c 1161 PROJ. P8NNON 14 20 16 26 16 2B 44 25 4 14 90 69 65 18 18 13 0.480 C 2 0.57e C 3 0.464 C 2 0,607 C 3 0.464 C 87 0.607 C 54 YR 2003 TOTAL PERSON TNT VfY 1]N1 3,803 2,463 3,007 3,075 3.830 2.960 4,185 3,140 2,470 4.094 1667 2,405 1,6919 1411 913 915 367 666 454 261 361 304 308 160 237 FUTURE PERSON TRF CAPACITY TOTAL 6,626 8,658 6,823 8,856 7,642 6,658 7,642 5,058 4.961 7,541 7,541 2,713 6,713 6,713 6,379 8,370 1,312 2,652 1,310 2,656 3,164 3,184 2,656 1,310 3,184 232 3,184 5.496 11212 2,457 11,212 4,765 9240 5,974 9,840 4,659 9,840 6,025 0,840 [5] TOTAL • PERSON TRW VIC 0.575 0281 0.500 0.347 0.489 0.335 0.534 D,355 0496 0.543 2.220 0.356 0231 4230 0143 0.143 0.323 0.251 0,347 0240 0.113 0.095 0.150 0.122 0.074 LOS PR01. AS A%0F MAX SERVICE 6VOLUNE 0.21% 026% 024% 0.29% 0.20% 029% 0.61% 0.34% O 002% ❑ 0.33% C 0.05% PROD, TRIPS GREATER THAN5% YESINO N0 N0 N0 N0 NO N0 N0 N0 NO NO C 400% N0 0.63% C 0,00% N0 C 0.00% N0 C 0.03% NO C 2.52% NO C 2.79% N0 0 6.67% YES C 2.60% NC C 2.04% NO C 0.25% N0 C 0.68% C 0,00% NO C 0.57% N0 007a C 0.41% NO 0.490 C 2.02% NO 0.576 C D.03% NO 0,484 C 0.02% NO 0.697 C 0.03% N0 0.493 C 0.88% N0 0.612 C 0.55% NO NOTES: jt] THE EXISTING PERSON -TRIP VOLUME L9 OBTAINED PRINTABLE E-2. j2] YEAR 2008 BACKGROUND PERSON TRIP VOLUME WAS DERIVED BY APPLYING THE APPROPIATE GROWTH RATE TO THE EXISTING PERSON TRIP VOLUME. THE GROWTH PATES ARE OBTAINED PROM TABLE X. j3j COMMITTED DEVELOPMENT TOTAL PERSON TRIP VOLUME 15 OBTAINED FROM "CABLE E 4, 743 THE TOTAL FUTURE PEAK HOUR PERSON TRIP CAPACITY IS OBTAINED BY ADDING ALL MODES OF TRANSPORTATIONEVEHIOUTAR.BUS, MET'ROMOVEA, AND METRORAIL). NI THE PERSONTRIP LOS IS PROVIDED CONSISTENT *THINE FD0120020UAI1TYIL0S MANUAL. 101 PROJECT TRIPS ARE OBTAINED FROM TABLE 7. [71 NE 11TH AND 19TH STREETS BETWEEN BISCAYNE BLVD. AND NE 2 AVE. FUTURE ROADWAY IMPROVEMENT FROM AONE-'NAY WESTBOUND TO 1W0.WAYS TRAFFIC OPERATIONS. SOURCE: KEITH AN11,RS, PA • n:llranplanlprojec1s12004117342 1100 Bisc es Rev 10,27.04\1i19 .2.W4 • • TABLE E-5 1100 BISCAYNE BOULEVARD MUSP TRAFFIC IMPACT STUDY LEVEL OF SERVICE TABLE CLASSI- FICATION TYPE FDOFS 2002 LEVEL OF SERVICE (1] PERSON TRIP LEVEL OF SERVICE A B C D E A 8 C D E CLASS 4 ARTERIAL 2LU 0 0 270 720 780 0.00 0,00 0.35 0.92 1.00 2LD 0 0 284 756 819 0.00 0.00 0.35 0.92 1.00 4LU 0 0 618 1,501 1,577 0.00 0.00 0.39 0.95 1.00 4LD 0 0 650 1,580 1,660 0.00 0.00 0.00 0.00 0.39 0.95 1.00 6LD 0 0 1,000 2,390 2,490 0.40 0.96 1.00 8LD 0 0 1,350 3,130 3,250 0,00 0.00 0.42 0.96 1.00 GROUP 1 FREEWAY 4LD 1,270 2,110 2,940 3,580 3,980 0.32 0.53 0.74 0.90 1.00 OLD 1,970 3,260 4,550 5,530 6,150 0.32 0.53 0.74 0.90 1.00 8LD 2,660 4,410 6,150 7,480 8,320 0.32 0.53 0,74 0.90 1.00 10LD 3,360 5,560 7,760 9,440 10,480 0.32 0.53 0.74 0.90 1.00 12LD 4,050 6,710 9,360 11,390 12,650 0.32 0.53 0.74 0.90 1.00 GROUP 2 FREEWAY 4LD 1,130 1,840 2,660 3,440 3,910 0.29 0.47 0.68 0,88 1.00 6LD 1,780 2,890 4,180 5,410 6,150 0.29 0.47 0.68 0.88 1.00 8LD 2,340 3,940 5,700 7,380 8,380 0.28 0.47 0.68 0.88 1.00 1OLD 3,080 4,990 7,220 9,340 10,620 0.29 0.47 0,68 0.88 1.00 12LD 3,730 6,040 8,740 11,310 12,850 0.29 0.47 0.68 0.88 1.00 NOTES: [1] THE PERSON TRIP LEVEL OF SERVICE IS DERIVED BY DIVIDING THE FDOT'S 2002 DUALITY/ LEVEL OF SERVICE BY THE LOSE FOR EACH TYPE OF ROADWAY. SOURCE: K•ND SCHNARS, P.A. • n:ltranplantprajects120041173421100 BiscaynelTables Re'7-0411100B*WK4