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HomeMy WebLinkAboutTraffic Impact Analysis dated October 20210 0 a Traffic Impact Analysis SABAL PALM VILLAGE AT FLAGLER TRAIL MIAMI, FLORIDA EAST SIDE STATION -MIAMI FLORIDA O tt NOTICE This submittal needs to be scheduled fora public hearing in accordance wiHi timelines set forth in the city of Miami Cale. The applicade decision -making body % iIL renew the mfonnation at the public hearing to render a recommendation or a final decig on. 140 WwW.KO&KARP.COM © 2021 Kimley-Horn and Associates, Inc. Kimley>» Horn October 2021 143055004 4114E'v,Ew PZ-21-10809 12/16/21 2 Traffic Impact Analysis for Submittal to the City of Miami SABAL PALM VILLAGE AT F LAG LE R TRAIL MIAMI, FLORIDA Prepared for: SPV Realty, LC Prepared by: Kimley-Horn and Associates, Inc. Kimley»> Horn ©2021 Kimley-Horn and Associates, Inc. October 2021 043752001 This submittal needs to be scheduled for a public hearing in accordance with tlmellnes set forth in the City of Miami Ccde. The appliczde decision-rna king body will renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 ,011111l(/ _C`` �P �,� N S i GE 5'� 1 .78828 * Adrian K. Dabkowski, P.E., PTCE Florida Registration Number 78828 Kimley-Horn and Associates, Inc. 8201 Peters Road, Suite 2200 Plantation, FL 33324 Registry # 00000696 4 PURL/ Kimley)>>Horn EXECUTIVE SUMMARY SPV Realty, LC is proposing a mixed -use redevelopment for the approximate G O ire a. sC NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR resiew the information at the pubec hearing to render a recommended on or a final decla on. 1 generally bounded by NE 54th Street to the north, NE 50th Terrace to the south, NE 2nd the west, and the Florida East Coast (FEC) Railway to the east in Miami, Florida. The PZ-21-10809 12/16/21 IEW COV parcel proposed for redevelopment is currently occupied by 512 low-rise residential units, commonly known as Design Place. The proposed redevelopment plan includes 2,929 high-rise residential condominium/townhouse units, 168,011 square feet of general office, 296,297 square feet of shopping center, 400 hotel rooms, and 43,760 square feet of junior/community college space. Please note that the site proposed for redevelopment was previously approved as part of the Eastside Ridge Traffic Impact Analysis, June 2016. The previously approved redevelopment plan included 3,300 high-rise residential condominium/townhouse units, 300,000 square feet of general office, 500,000 square feet of shopping center, and 240 hotel rooms. The project is expected to be completed by year 2029. The proposed redevelopment represents a decrease of 371 high-rise residential condominium/townhouse units, 131,989 square feet of office space, and 203,703 square feet of retail space, and an increase of 160 hotel rooms and 43,760 square feet of junior/community college space compared to the previously approved redevelopment plan. Access to the proposed redevelopment will be provided via one (1) limited (right -in) driveway, one (1) full -access signalized driveway, and one (1) right-in/right-out (RIRO) driveway along NE 54th Street east of NE 2nd Avenue and one (1) full -access signalized driveway along NE 2nd Avenue south of NE 54th Street at NE 51st Street aligning with the Miami Jewish Health Systems driveway. Trip generation for the proposed redevelopment was calculated using rates and/or equations contained in ITE's Trip Generation Manual, 10th Edition. The project is expected to generate 1,240 net new weekday A.M. peak hour trips and 1,417 net new weekday P.M. peak hour trips. This represents a decrease of 80 trips during the A.M. peak hour and a decrease of 199 trips during the P.M. peak hour compared to the previously approved redevelopment plan. Although the proposed redevelopment plan results in a decrease in external vehicular trips compared to the previously approved redevelopment plan, the City of Miami Department of Resilience and Public Works has requested the Eastside Ridge Special Area Plan Traffic Impact Analysis, June 2016 be updated to K:AFTL TPTOVO43752001-Saba) Palm VillageAReport\Saba) Palm Village TIA 2021 10 08.docx Page-i October 2021 Kimley)>>Horn include current traffic count data, committed developments, and the proposed ali intersection of NE 3rd Avenue and NE 54th Street. A traffic impact analysis was con project consistent with the City of Miami requirements. This submittal needs to be scheduled for a pubic hearing In accordance wtth timelines set forth in the City of Miami Code. The applicatie decision -malting body NOR resiew the information at the pubic hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 The results of the intersection capacity analysis of the proposed redevelopment demonstrate that the intersections in the vicinity of the project site operate at adopted levels of service during both the A.M. and P.M. peak hours. The project proposes to consolidate the two (2) existing offset signalized intersections at NE 51st Street and NE 2nd Avenue which provide access to the project and the Miami Jewish Health Systems site and provide one (1) signalized intersection and will provide access to both developments as part of this project. This improvement will not impact on - street parking spaces along NE 2nd Avenue. The project will also align NE 3rd Avenue north and south of NE 54th Street. A signal warrant analysis was conducted at the realigned intersection of NE 54th Street and NE 3rd Avenue. The results of the signal warrant analysis indicate that signalization of the intersection is recommended as the intersection satisfies vehicular volume Warrant 1A, Warrant 1B, the combination of Warrants 1A and 1B, and Warrant 2. As part of the proposed realignment and signalization of the intersection of NE 3rd Avenue north and south of NE 54th Street, the High Intensity Activated Crosswalk (HAWK) just east of the intersection will be removed as the realignment will provide pedestrian access at the signalized intersection. Additional improvements are proposed as part of the project including: • Add "DO NOT BLOCK INTERSECTION" pavement markings and signage at the intersection of NE 54th Street and Federal Highway. Additionally, a supplemental "NO TURN ON RED" sign is proposed during the peak periods for the northbound approach along Federal Highway. These improvements will need to be coordination with FDOT • Extend northbound left -turn lane at the intersection of NE 54th Street and Biscayne Boulevard to better accommodate anticipates traffic volumes. The turn lane can be extended approximately 150 feet, for a total storage length of 350 feet. This improvement will need to be coordinated with FDOT. K:AFTL TPTOVO43752001-Saba) Palm VillageAReport\Saba) Palm Village TIA 2021 10 08.docx Page - ii October 2021 4 PURL/ Kimley 4>) Horn TABLE OF CONTENTS G 0 ire Q. INTRODUCTION A sC NOTICE This submittal needs to be scheduled fora puboc hearing In acoordxnce whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubdc hearing to render a recommended on or a final decla on. EXISTING TRAFFIC FUTURE BACKGROUND TRAFFIC Background Area Growth 6 Commited Development 7 PZ-21-10809 12/16/21 ReVI EW CO ' 6 PROJECT TRAFFIC 9 Existing Land Use 9 Previously Approved and Proposed Land Use 9 Project Access 9 Trip Generation 15 Multimodal Reduction 15 Internal Capture 16 Pass -By Capture 17 Net New Project Trips 17 Trip Distribution and Assignment 18 FUTURE TOTAL TRAFFIC 24 INTERSECTION CAPACITY ANALYSIS 26 SIGNAL WARRANT ANALYSIS 29 PROPOSED IMPROVMENTS 31 CONCLUSION 32 K:AFTL TPTOVO43752001-Saba) Palm VillageAReport\Saba) Palm Village TIA 2021 10 08.docx Page- iii October 2021 4 PURL/ Kimley 4>) Horn G 0 ire Q. LIST OF FIGURES Figure 1: Site Location Map Figure 2: Existing Peak Hour Traffic Figure 3: Future Background Peak Hour Traffic Figure 4: Passenger Vehicle Ingress Routes 11 Figure 5: Passenger Vehicle Egress Routes 12 Figure 6: Truck Ingress Routes 13 Figure 7: Truck Egress Routes 14 Figure 8: Peak Hour Project Trip Distribution 20 Figure 9: Peak Hour Project Trip Assignment 21 Figure 10: Peak Hour Pass -by Trip Distribution 22 Figure 11: Peak Hour Pass -by Trip Assignment 23 Figure 12: Future Total Peak Hour Traffic 25 LIST OF TABLES Table 1: Trip Generation 18 Table 2: Cardinal Trip Distribution 19 Table 3: A.M. Peak Hour Intersection Capacity Analysis 27 Table 4: P.M. Peak Hour Intersection Capacity Analysis 28 Table 5: Pagones Theorem Hourly Right -Turn Volume Reduction 30 Table 6: Signal Warrant Analysis Summary 30 sC NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR resiew the information at the pubec hearing to render a recommended on or a final decla on. 44, ''VIEW CO' PZ-21-10809 12/16/21 K:AFTL TPTOVO43752001-Saba) Palm VillageAReport\Saba) Palm Village TIA 2021 10 08.docx Page - iv October 2021 4 PURL/ Kimley 4>) Horn APPENDIX A: APPENDIX B: APPENDIX C: APPENDIX D: APPENDIX E: APPENDIX F: APPENDIX G: APPENDIX H: APPENDIX I: APPENDIX J: LIST OF APPENDICES Site Plan Traffic Data Growth Rate Calculations Committed Developments Transit Route Information Trip Generation Cardinal Distribution Volume Development Worksheets Intersection Capacity Analysis Worksheets Signal Warrant Analysis Worksheets G 0 ire Q. sC NOTICE This submittal needs to be' scheduled fora pubic hearing In acoordanre whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubc hearing to render a recommended on or a final decM on. PZ-21-10809 12/16/21 sN 1EW cO�Qv K:AFTL TPTOVO43752001-Saba) Palm VillageAReport\Saba) Palm Village TIA 2021 10 08.docx Page - v October 2021 4 PURL/ Kimley 4>) Horn INTRODUCTION G 0 ate a. SPV Realty, LC is proposing a mixed -use redevelopment for the approximate 22.4-acr bounded by NE 54th Street to the north, NE 50th Terrace to the south, NE 2nd Avenue t o NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlancewhh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR resiew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 49'� 12/16/21 COO • REV1 EW COO and the Florida East Coast (FEC) Railway to the east in Miami, Florida. The parcel proposed for redevelopment is currently occupied by 512 low-rise residential units, commonly known as Design Place. The proposed redevelopment plan includes 2,929 high-rise residential condominium/townhouse units, 168,011 square feet of general office, 296,297 square feet of shopping center, 400 hotel rooms, and 43,760 square feet of junior/community college space. Please note that the site proposed for redevelopment was previously approved as part of the Eastside Ridge Traffic Impact Analysis, June 2016. The previously approved redevelopment plan included 3,300 high-rise residential condominium/townhouse units, 300,000 square feet of general office, 500,000 square feet of shopping center, and 240 hotel rooms. The project is expected to be completed by year 2029. The proposed redevelopment represents a decrease of 371 high-rise residential condominium/townhouse units, 131,989 square feet of office space, and 203,703 square feet of retail space, and an increase of 160 hotel rooms and 43,760 square feet of junior/community college space compared to the previously approved redevelopment plan. A project location map is provided as Figure 1. A conceptual site plan is included in Appendix A. Although the proposed redevelopment plan results in a decrease in external vehicular trips compared to the previously approved redevelopment plan, the City of Miami Department of Resilience and Public Works has requested the Eastside Ridge Special Area Plan Traffic Impact Analysis, June 2016 be updated to include current traffic count data, committed developments, and the proposed aligned signalized intersection of NE 3rd Avenue and NE 54th Street. Kimley-Horn and Associates, Inc. has completed this traffic impact analysis consistent with the City of Miami requirements. The purpose of the study is to assess the proposed development's impact on the surrounding transportation network. This report is being submitted in accordance with the requirements of the Special Area Plan (SAP) application. The study's methodology is consistent with the requirements outlined by the City of Miami for traffic impact analyses. This report summarizes the data collection, project trip generation and distribution, capacity analyses, and signal warrant analysis. K:AFTL TPTOVO43752001-Saba) Palm VillageAReport\Saba) Palm Village TIA 2021 10 08.docx Page -1 October 2021 Kimley>>>Horn © 2021 This submitial needs to be scheduled for apuboc hearing In [cord anee yeti Gmellnes set fort in the City of Miami Code. The applicable decision -making bodywill renew the information at the pub, hearing to render a recommentlati on or a final decia on. PZ-21-10809 12/16/21 Figure 1 Location Map Saba! Palm Village at Flagler Trail Miami, Florida 4 PURL/ Kimley 4>) Horn EXISTING TRAFFIC G 0 4- a. A.M. peak period (7:00 A.M. to 9:00 A.M.) and P.M. peak period (4:00 P.M. to 6: NOTICE This submittal needs to be scheduled fora puboc hearing In acoortlxnce whh timelines set forth in the City of Miami Code. The appLI®de decision -malting body NOR resiew the information at the pubec hearing to render a recommended on or a final decla on. movement counts were collected on September 9, 2021 (Thursday) at the following int • NW 62nd Street and 1-95 southbound off - ramp • NW 62nd Street and NW 5th Court • NW 62nd Street and NW 2nd Avenue • NE 62nd Street and NE 2nd Avenue • NE 62nd Street and Biscayne Boulevard • NE 61st Street and Biscayne Boulevard • NE 59th Street and NE 2nd Avenue • NW 54th Street and NW 6th Court • NW 54th Street and NW 6th Avenue • NW 54th Street and NW 2nd Avenue PZ-21-10809 12/16/21 • NW/NE 54th Street and North Avenue • NE 54th Street and NE 2nd Avenue • NE 54th Street and NE 3rd Avenue • NE 54th Street and Federal Highway • NE 54th Street and Biscayne Boulevard • NE 51st Street and NE 2nd Avenue (north/south) • NE 50th Terrace and Biscayne Boulevard • NW/NE 46th Street and North Miami Avenue • NE 39th Street and NE 2nd Avenue v44' IEW COV Miami Additionally, 24-hour continuous counts were collected in 15-minute intervals on September 9, 2021 (Thursday) along the following roadway segments. • NE 54th Street, west of SR 5/US 1 • NE 2nd Avenue, south of NE 51st Street As a result of atypical traffic conditions due to the COVID-19 pandemic, a volume adjustment factor was calculated based on a comparison of 24-hour continuous counts collected on September 9, 2021 (Thursday) and FDOT 2019 historical Annual Average Daily Traffic (AADT) from two (2) FDOT count stations on the study roadway segments. All daily traffic data was converted to AADT volumes using the appropriate FDOT seasonal factor (SF) and axle correction factor (ACF) and compared to historic 2019 AADT volumes. Note that a growth rate of 1.20 percent (1.20%) consistent with the calculated growth rate as part of the future conditions analysis was applied to the 2019 AADT volumes to establish 2021 AADT volumes as this was the determined background area growth rate. A COVID K:AFTL TPTOVO43752001-Saba) Palm VillageAReport\Saba) Palm Village TIA 2021 10 08.docx Page - 3 October 2021 Kimley 4>) Horn volume adjustment factor of 1.03 was calculated and applied to the raw turning to develop the existing conditions traffic volumes. This submitlal needs to be scheduled for a pu Mc hearing In accordance whh tlmelines set forth in the City of Miami Code. The applica Lie decision -malting body will review the information at the pubdc hearing to render a recommendation or a final decia on. All traffic volumes were collected in 15-minute intervals and the peak hour was determin intersection. Turning movement counts also included pedestrian and bicycle data. The appropriate Florida Department of Transportation (FDOT) peak season conversion factor (PSCF) of 1.06 was applied to the turning movement counts. PZ-21-10809 12/16/21 The turning movement counts, FDOT historic AADT count data, 72-hour continuous counts, FDOT peak season factor category reports, FDOT axle correction factor report, COVID-19 adjustment factor calculations, and signal timing data are included in Appendix B. Figure 2 presents the existing turning movement volumes at the study intersections during the A.M. and P.M. peak hours. K:AFTL TPTOVO43752001-Saba) Palm VillageAReport\Saba) Palm Village TIA 2021 10 08.docx Page - 4 October 2021 NOT TO SCALE ` " 482 (862) J 14 r 273 (484) NW 5th Court t 25 (285) — 599 (952) t ae (117) (en) J 1 4 r 6a (113) NW 62nd Street J14 (310) 460 CC TT, CI 414 534 (685) r 15 (6) (283) 38, J 11 t. (,62) a8 J site 0 (713) 652 ?,$ (831) (182) 134 t )63 051) t a, (e,) (654) 490 (636) r0 (14) J14 (o.68 (10) J14 NE 59th Street 29 (91) i353 3) 143 (145) (12„ 106 J (186) 2,6 92 (296) 4365 (791) r69 �) 11r 36 (96) 12) J 1 4 r 26 (50) (22) 26 J 1 (,0) „H (18) 26 7 t 54 (144) 305 (52a) J 1 4 r 84 (73) NE 62nd Street Study Roadway Study Intersection A.M. Peak Hour Traffic P.M. Peak Hour Traffic t a (e) H 9 (a) 14 r14 (11) NE 61 st Street *.2 1 4 r e, (22) (24) NE 3rd Avenue t 10 (17) 367 (658) J14 r25 (0) A A 5 J 1 4 Federal Highway t 28 (76) 232 a0a) 8, (52) (345) 210' 1 (15) 3, H (208) 391 7 (1,040) 1,191 - (12) a NW 6th Co 1 r (254) 437 J t r (919) 899 (8) 97 Kimley »Horn ©2021 NW 6th Av (154) tr (715) 763 (73) 52 7 NW 46th Street (339) 195 J. (520) 615 H (4a) 6] 0 4)_ 1r .10 t a (a) O „ (2a) J14 4,13 (13) (35) 24 J 1 (3)) (a2) 33 (,03) 80 J (495) 505 (56) 100 7 5 v titf t 50 14 r a (34) (34) (57) as j (24) 34 • ht NE 51 st Street t,35 (, 82) NE 39th Street �6) J 1 4 r 3a (55) (63) 6e J 1 1 (22) 47 H 22 (63) 22 7 (5,) a, (563) 672 (56) 30 11r NW 54thStreet („a) 56 (330) 508 (172) 182 7 11 te (3,6) (199) 3631 1 30] ' t, 14 r86 NE 50th Terrace d 3 m° 32 m (,5) (63) Figure 2 Existing Peak Hour Traffic Sabel Palm Village at Flagler Trail Miami, Florida 4 PURL/ Kimley 4>) Horn FUTURE BACKGROUND TRAFFIC Future background traffic conditions are defined as expected traffic conditions G 0 4- a. NOTICE This submittal needs to be scheduled fora puboc hearing In acoordxnce whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR resiew the information at the pubdc hearing to render a recommended on or a final decla on. 1 network in the year 2029 without the construction of the proposed development. Futur PZ-21-10809 12/16/21 IEW CO' traffic volumes used in the analysis are the sum of the existing traffic and additional traffic generated by growth in the study area. Refer to Figure 3 for the future background peak hour traffic volumes. BACKGROUND AREA GROWTH Traffic growth on the transportation network was determined based upon (a) historic growth trends at nearby FDOT traffic count stations and (b) traffic volume comparisons from the year 2015 and 2045 Florida Standard Urban Transportation Model Structure (FSUTMS) - Southeast Florida Regional Planning Model (SERPM). FDOT count stations referenced in this analysis include: • FDOT count station no. 0104 located on SR 934/NE 79th Street, 200 feet west of NE 4th Court • FDOT count station no. 0105 located on SR 934/NE 82nd Street, 200 feet west of NE 3rd Place • FDOT count station no. 0142 located on SR 934/NE 79th Street, 350 feet west of Pelican Harbor Drive • FDOT count station no. 5060 located on Biscayne Boulevard/US 1, 200 feet south of NE 53rd Street • FDOT count station no. 5065 located on Biscayne Boulevard/US 1, 200 feet north of NE 71st Street • FDOT count station no. 5068 located on Biscayne Boulevard/US 1, 200 feet north of NE 79th Street • FDOT count station no. 5355 located on NE 54th Street, 200 feet west of Biscayne Boulevard/US 1 The historic growth rate analysis, based on FDOT count stations, examined linear, exponential, and decaying exponential growth rates for the most recent five (5) and ten (10) year periods. The linear growth trend yielded a growth rate of negative 0.08 percent (-0.08%) over the most recent five (5) year period and 0.74 percent (0.74%) over the most recent 10-year period. The exponential growth trend yielded a growth rate of negative 0.15 percent (-0.15%) over the most recent five (5) year period and 0.69 percent (0.69%) over the most recent 10-year period. The decaying exponential growth trend yielded a growth rate of negative 0.26 percent (-0.26%) over the most recent five (5) year period and 0.86 percent (0.86%) over the most recent 10-year period. The calculated growth K:AFTL TPTOVO43752001-Saba) Palm VillageAReport\Saba) Palm Village TIA 2021 10 08.docx Page - 6 October 2021 Kimley 4>) Horn rate with the highest R2 value was determined based on the five (5) year decaying e trend which yielded a growth rate of negative 0.26 percent (-0.26%). This submittal needs to be scheduled for a public hearing In accordance wMh timelines set forth in the City of Miami Code. The applicable declslon-making body will relew the information at the public hearing to render a recommended on or a final decision. Based on the volume information obtained from the years 2015 and 2045 FSUTMS SERP growth rate of 1.20 percent (1.20%) in the vicinity of the redevelopment was calculated. PZ-21-10809 12/16/21 To provide for a conservative analysis, the highest growth rate of 1.20 percent (1.20%) was applied annually to the existing traffic volumes for future 2029 background conditions. Detailed growth calculations are contained in Appendix C. COMMITED DEVELOPMENT The Magic City Special Area Plan (SAP), Miami Design District SAP Amendment #1, Miami Design District SAP Amendment #2, Miami Jewish Health Systems, and Archbishop Curley site (Avenues Miami PreK-12 School) were identified to be included as a committed redevelopment as part of future traffic conditions. Committed redevelopment information is included in Appendix D. K:AFTL TPTOVO43752001-Saba) Palm VillageAReport\Saba) Palm Village TIA 2021 10 08.docx Page - 7 October 2021 NOT TO SCALE " ` " 482 (862) J 14 4 21 (484) NW 5th Court t 2e (288) — 699 (962) t 48 (117) 464 (en) J 1 4 4 44 (113) NW 62nd Street 4114 (310) 460 414 634 (686) 4.16 (6) (283) 38, J ti 1 t. 0,62) 48 J site 4 (713) 662 ?,$ (831) (182) 134 Z t)3 )6n) t41 (8)) 4. 547 (664) 490 (634) 0 (10) J 1 4 (o. 68 (110) 414 NE 59th Street 29 (911) 353 3) 4.143 (146) (121) 106 J (186) 26 92 (296) 4366 (791) �69 �6) 11r itaal t 34 (93) 12) J 1 4 4 24 (60) (22) 26 J 1 (10) (18) 26 7 t 64 (144) (624) J 1 4 4 846 (73) NE 62nd Street Study Roadway Study Intersection A.M. Peak Hour Traffic P.M. Peak Hour Traffic t 4 (4) H 9 (4) 1 4 14 (11) NE 61 st Street 4.2 11. r e, (22) (24) NE 3rd Avenue t 110 (17) (638) J14 4.25 (0) A A 5 J14 Federal Highway t 28 (76) 4 232 404) 8, (62) (346) 210 ' 1 P (15) 3 H (208) 391 7 (1,040) 1,191 - (12) 4 7 NW 6th Co 1 r (264) 437 J 1 e (144) 96 s 1 t f (4119) m 4) (7115) n (18) 99- (76) 62- Kimley »Horn ©2021 NW 6th Av NW 46th Street (339) 195 J. (520) 615 H (44) 67 2 0 It t 4 (4) „ (24) J 14 4,13 (13) (36) 24 J 1 P (3)) ao (42) 33 1te p t6 14 r Eirz J1 (34) (34) (6,) 44 j (24) 44 .1,, 11 AI OA NE 51 st Street t 438 (482) NE 39th Street �6) J 1 4 4 34 (66) (43) 68 J 1 1 (22) 4] H (63) 22 7 (3e) 4, Jr (563) 672 (66) 30 7 11e NW 54thStreet (1)4) 3 (330) 508 (172) 1182 7 h a le (313) 333 J 1 (199) 307 7 t 42 (16) 1 V r 86 (63) NE 50th Terrace d 3 m° 32 m Figure 3 Future Background Peak Hour Traffic Sabel Palm Village at Flagler Trail Miami, Florida 4 PURL/ Kimley 4>) Horn PROJECT TRAFFIC Project traffic used in this analysis is defined as the vehicle trips expected to be G 0 4- a. project and the distribution and assignment of that traffic over the study roadway net NOTICE This submittal needs to be scheduled for a puboc hearing In accordance wM1h timelines set forth in the City of Miami Code. The applica de decision -making bodywlll relew the information at the pubc hearing to render a recommendation or a anal decision. 44, ReVI EW CO' PZ-21-10809 12/16/21 EXISTING LAND USE The parcel proposed for redevelopment is currently occupied by 512 low-rise residential units, commonly known as Design Place. PREVIOUSLY APPROVED AND PROPOSED LAND USE The proposed redevelopment plan includes 2,929 high-rise residential condominium/townhouse units, 168,011 square feet of general office, 296,297 square feet of shopping center, 400 hotel rooms, and 43,760 square feet of junior/community college space. Please note that the site proposed for redevelopment was previously approved as part of the Eastside Ridge Traffic Impact Analysis, June 2016. The previously approved redevelopment plan included 3,300 high-rise residential condominium/townhouse units, 300,000 square feet of general office, 500,000 square feet of shopping center, and 240 hotel rooms. The proposed redevelopment represents a decrease of 371 high-rise residential condominium/townhouse units, 131,989 square feet of office space, and 203,703 square feet of retail space, and an increase of 160 hotel rooms and 43,760 square feet of junior/community college space compared to the previously approved redevelopment plan. PROJECT ACCESS Access to the site is proposed via four (4) driveways. The following provides a summary of each driveway including the type of driveway connection. Access from NE 54th Street 1. Service Vehicle Entrance: will provide right -in only access to the loading zone located on the west side of the redevelopment for service vehicles only. 2. Main Driveway: will provide full signalized access to the redevelopment via NE 3rd Avenue. The access will align NE 3rd Avenue north and south of NE 54th Street 3. East Driveway: will provide right-in/right-out (RIRO) access to east side of the redevelopment K:AFTL TPTOVO43752001-Saba) Palm VillageAReport\Saba) Palm Village TIA 2021 10 08.docx Page - 9 October 2021 4 PURL/ Kimley 4>) Horn Access from NE 2nd Avenue 4. NE 51st Street Driveway: The existing NE 51st Street intersection to enter E G 0 4- a. A be realigned with NE 51st Street Miami Jewish Health Systems driveway to c signalized intersection to serve both sites. NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlancewhh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR resiew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 4\14/ EW CO. Roadway circulation diagrams depicting the proposed circulation patterns into and out of the proposed redevelopment are provided in Figures 4 through 7. K:AFTL TPTOVO43752001-Saba) Palm VillageAReport\Saba) Palm Village TIA 2021 10 08.docx Page - 10 October 2021 0 140 ''al 17 i+ 1 This submittal needs to Is schedu Led fora pu bLc hearing accordance wile rtmelines set forth in the City of Mlaml Ccde. The apphcatle tleclslon-rna king body wdL renew the inforrnadon at the public hearing to render a recommenl bon or a finaL deers on. PZ-21-10809 12/16/21 7'- ;q rf R 01 aJice' 4ow Q 'Terrace„ Figure 4 Passenger Vehicle Ingress Routes Saba! Palm Village at Flagler Trail Miami, Florida IOC goi; 4y9 This submital needs to Is schedu Led fora pu bLc hearing In accordance wM mann. set forth in the City or Miami Code The appLI(.ble d,0isi on -ma ping body will renew the inforenetion at the public hearing to render recommend on or a final decia on. PZ-21-10809 12/16/21 r dVA kfr -.tNt '� 'tiTerrace�; 4.. Figure 5 Passenger Vehicle Egress Routes Saba! Palm Village at Flagler Trail Miami, Florida .e r This su bmihaL needs to be scheduled for a public hearing In acc oraanre viral timelines set forth in the Cily of Mlarnl Cola The appl lratle decision-rna king body rvLL re xewthe information at the public hearing to render a recommendation or a Real decia on. PZ-21-10809 12/16/21 Figure 6 Truck Ingress Routes Saba! Palm Village at Flagler Trail Miami, Florida This submital needs to Is schedu Led fora pu bLc hearing In accordance wM mann. set forth in the City or Miami Code The appLI(.ble d,0isi on -ma ping body will renew the inforenetion at the public hearing to render recommend on or a final decia on. PZ-21-10809 12/16/21 Figure 7 Truck Egress Routes Saba! Palm Village at Flagler Trail Miami, Florida 4 PURL/ Kimley 4>) Horn TRIP GENERATION Trip generation calculations for the proposed redevelopment were performed u G 0 4- a. equations contained in the Institute of Transportation Engineers' (ITE) Trip Generatio NOTICE This submittal needs to be scheduled for a puboc hearing In accordance wM1h timelines set forth in the City of Miami Code. The applica de decision -making body NOR reWew the information at the pubs hearing to render a recommendation or a final decision. Edition. The trip generation for the existing development was determined using ITE Land 44, 14-VIEW CO ' PZ-21-10809 12/16/21 (LUC) 220 (Multifamily Housing [Low -Rise]). The trip generation for the previously approved redevelopment was determined using ITE LUC 222 (Multifamily Housing [High -Rise]), LUC 710 (General Office Building), LUC 820 (Shopping Center), and LUC 310 (Hotel). The trip generation for the proposed redevelopment was determined using ITE LUC 222 (Multifamily Housing [High -Rise]), LUC 710 (General Office Building), LUC 820 (Shopping Center), LUC 310 (Hotel), and LUC 540 (Junior/Community College). MULTIMODAL REDUCTION A multimodal (public transit, bicycle, and pedestrian) factor based on US Census Means of Transportation to Work data was reviewed for the census tract in which the project is located. A multimodal factor of 21.4 percent (21.4%) was determined for the redevelopment. Consistent with the previously approved traffic study, a multimodal factor of 20 percent (20%) was applied to the trip generation calculations to provide a conservative analysis. It is expected that employees, residents, guests, and students will choose to walk or use public transit to and from the proposed redevelopment. Furthermore, Miami -Dade Transit (MDT) provides bus service within the vicinity of the site via nine (9) routes and the City of Miami provides a trolley service within the vicinity of the site via the Little Haiti Trolley: • Route 2 operates along NW 2nd Avenue in the vicinity of the study area with 20-minute headways in the northbound and southbound directions during the A.M. and P.M. peak hours. • Route 3 operates along Biscayne Boulevard in the vicinity of the study area with 15-minute headways in the northbound and southbound directions during the A.M. peak hour and 10- minute headways in the northbound and southbound directions during the P.M. peak hour. • Route 9 operates along NE 2nd Avenue in the vicinity of the study area with 8-minute headways in the northbound direction during the A.M. and P.M. peak hours and 15-minute headways in the southbound direction during the A.M. and P.M. peak hours. K:AFTL TPTOVO43752001-Saba) Palm VillageAReport\Saba) Palm Village TIA 2021 10 08.docx Page - 15 October 2021 Kimley 4>) Horn • Route 10 operates along NE 2nd Avenue in the vicinity of the study ar headways in the northbound and southbound directions during the A. hours. • Route 16 operates along Biscayne Boulevard in the vicinity of the study area with 28-minu e This submittal needs to be scheduled for a public hearing In accordance with tlmelines set forth in the City of Miami Code. The applicade decision -making body NOR relew the information at the pubdc hearing to render a recommendation or a anal decision. PZ-21-10809 12/16/21 headways in the northbound and southbound directions during the A.M. and P.M. peak hours. • Route 54 operates along NW/NE 54th Street in the vicinity of the study area with 30-minute headways in the eastbound and westbound directions during the A.M. and P.M. peak hours. • Route 62 operates along NW/NE 62nd Street and NW/NE 61st Street in the vicinity of the study area with 30-minute headways in the eastbound and westbound directions during the A.M. and P.M. peak hours. • Route 93 Biscayne MAX operates along Biscayne Boulevard in the vicinity of the study area with 15-minute headways in the northbound and southbound directions during the A.M. and P.M. peak hours. • Route 202 Little Haiti Connection operates along NW/NE 54th Street in the vicinity of the study area with 60-minute headways in the northbound and southbound directions during the A.M. and P.M. peak hours. • The City of Miami Little Haiti Trolley operates along NE 2nd Avenue within the vicinity of the study area with 15-45 minute headways in the northbound and southbound directions during the A.M. and P.M. peak hours. Detailed route information and headway data is provided in Appendix E. INTERNAL CAPTURE Internal capture is expected between the complementary land uses within the project. Internal capture trips for the project were determined based upon methodology contained in the ITE's Trip Generation Handbook, 3rd Edition. Internal capture rates of 6.4 percent (6.4%) during the A.M. peak hour and 26.9 percent (26.9%) during the P.M. peak hour are expected for the previously approved redevelopment. Internal capture rates of 7.6 percent (7.6%) during the A.M. peak hour and 24.6 percent (24.6%) during the P.M. peak hour are expected for the proposed redevelopment. K:AFTL TPTOVO43752001-Saba) Palm VillageAReport\Saba) Palm Village TIA 2021 10 08.docx Page - 16 October 2021 4 PURL/ Kimley 4>) Horn PASS -BY CAPTURE In addition to internal capture, pass -by capture trips were also determined based G 0 4- a. provided in the Trip Generation Handbook, 3rd Edition. The pass -by capture rate for center is 34.0 percent (34.0%) during the P.M. peak hour. NOTICE This submittal needs b be scheduled for a pu bdc hearing In accordance wkh timelines set forth in the City of Miami Code. The applica de decision -making body NOR roNew the information at the pubc hearing to render a recommendation or a final decision. PZ-21-10809 4.0 12/16/21 4\14/ A.._�I EW COIF NET NEW PROJECT TRIPS As shown in Table 1, the proposed redevelopment is expected to generate 1,060 net new vehicle trips during the A.M. peak hour and 1,215 net new vehicle trips during the P.M. peak hour. This represents a decrease of 80 trips during the A.M. peak hour and a decrease of 199 trips during the P.M. peak hour compared to the previously approved redevelopment plan. Detailed trip generation information is included in Appendix F. -10 K:AFTL TPTOVO43752001-Saba) Palm VillageAReport\Saba) Palm Village TIA 2021 10 08.docx Page - 17 October 2021 Kimley 4>) Horn s.0 i..K silo NOTICE Table 1: Trip Generation This submittal neetls b be sc na�nrban wnemek Mlami Cotle. The applicade Newltle I�nO gallon at ih die^ A.M. Peak Hour (P.M. Peak Hour) Future Land Use (ITE Code) Scale Net New External Trips Enterin: J�, PZ-21 Trips 'T ' 12/1( Existing Development VIE Multifamily Housing (Low -Rise) 512 180 42 138 (220) dwelling units (202) (127) (75) Subtotal Existing Vehicle Trips 180 42 138 (202) (127) (75) Previously Approved Redevelopment Multifamily Housing (High -Rise) 3,300 734 176 558 (222) dwelling units (617) (355) (262) General Office Building 300,000 216 192 24 (710) square feet (185) (15) (170) Shopping Center 500,000 289 178 111 (820) square feet (720) (372) (348) Hotel 81 54 27 (310) 240 rooms (94) (44) (50) Subtotal Previously Approved Vehicle Trips 1,320 600 720 (1,616) (786) (830) Proposed Redevelopment Multifamily Housing (High -Rise) 2,929 651 157 494 (222) dwelling units (600) (355) (245) General Office Building 168,011 129 114 15 (710) square feet (112) (14) (98) Shopping Center 296,297 203 124 79 (820) square feet (478) (250) (228) Hotel 143 92 51 (310) 400 rooms (182) (84) (98) Junior/Community College 43,760 114 92 22 (540) square feet (45) (20) (25) Subtotal Proposed Vehicle Trips 1,240 579 661 (1,417) (723) (694) 1,060 537 523 Net New Vehicle Trips (Existing — Proposed) (1,215) (596) (619) -80 -21 -59 Net New Vehicle Trips (Previously Approved — Proposed) (-199) (-63) (-136) heaulee for a public hearing es set forth in the City of decision -making boiywlll public hearing to render a or a final decision. 10809 /21 TRIP DISTRIBUTION AND ASSIGNMENT The likely distribution of project traffic was forecast for the trips expected to be generated by the proposed development. The trip distribution was based on an interpolated cardinal trip distribution for the project site's traffic analysis zone (TAZ) obtained from the Miami -Dade Transportation Planning Organization's (TPO's) 2045 Long Range Transportation Plan Directional Trip Distribution Report. The trip distribution for the anticipated build -out years of 2030 was interpolated from the K:AFTL TPTOVO43752001-Saba) Palm VillageAReport\Saba) Palm V Illage TIA 202110 08.docx Page - 18 October 2021 Kimley 4>) Horn 2015 and 2045 data. The project is located within TAZ 396.The cardinal trip distri provided in Table 2. Table 2: Cardinal Trip Distribution Cardinal Direction Percentage of Trips North -Northeast 16.0% East -Northeast 3.0% East -Southeast 4.0% South -Southeast 9.0% South -Southwest 23.0% West -Southwest 18.0% West -Northwest 13.0% North -Northwest 14.0% Tota I 100.0% This submittal needs to be scheduled for a pubic hearing In accordance with Idmellnes set forth in the City of Miami Code. The apptica decision -malting body NOR reslew the information at the pubic hearing to render a recommendation or a final decib on. PZ-21-10809 12/16/21 Figure 8 presents the A.M. and P.M. peak hour net new trip distribution and Figure 9 presents the A.M. and P.M. peak hour net new trip assignment for the proposed redevelopment. Figure 10 and Figure 11 detail the project's pass -by trip distribution and assignment for the P.M. peak hour. Detailed cardinal distribution calculations are contained in Appendix G. K:AFTL TPTOVO43752001-Saba) Palm VillageAReport\Saba) Palm Village TIA 2021 10 08.docx Page - 19 October 2021 NOT TO SCALE NW 62nd Street NW 54th Street V 1-95 Southbound Off -Ramp (30%) r (30%) 60%. Kimley »Horn © 2021 NW 5th Court NW 6th Av t (3om) %) 20%.4, N z z 1* 90%y ht r NW 46th Street NE 2nd Avenue (30%) i r 20% ht 30%.4. hir NE 59th Street t (70%) (1d0%) r (60%) E 2 0 z° J1 r t (40%) (220%) 0% H 1 25 0% y 30% 7 1 0% ' 4 r (100%) (30%) (200%) 20%= it 1 W 0 0 y � (260m) NE 3rd Avenue NE 62nd Street NE 61 st Street (a0m) 3]0%) (d0%) 7 1—" 1 NE 51 st Street L NE 39th Street SITE 7 Federal Highway 270% udy Roadway udy Intersection tering Trip Distribution iting Trip Distribution J 1r J —4 g. NE 50th Terrace 1 Figure 8 Peak Hour Project Trip Distribution Sabel Palm Village at Flagler Trail Miami, Florida NOT TO SCALE .1(12) 4-6 (,0) NW 62nd Street NW 5th Court • 16 (1) 26 (31) 32 (33,) NE 2nd Ave -16 (19) i r„ (12 (12) „ NW 54th Street 4 .,6 (19) r,5 (18) (30) 27 ▪ 16 (1) .3, (33,) (36) t (12) 32 � or z z t 21 (25) �) r (6) (18) (18) 16.1 ht (18) 16"1 hiP NE 59th Street t 37 (43) 73 (67) Jr 31 (37) t 21 (25) 1 4 .115 (136) NOTICE NE 62nd Street Roadway ntersection ak Hour Trip Assignment ak Hour Trip Assignment NE 61 st Street r 5 (6) NE 3rd Avenue r 209 (232) Federal Highway .145 (161) (12) 10 J 1 P (18) 16 NW 6th Co Kimley »Horn ©2021 (36) 32. NW 6th Av (54) 48 y (83) 75 H E 2 z° F 21 25) J r 26 (31) NW 46th Street (12) „ m11. 1 P (23) 22. n (131) 118. h 1 (30) 27 7 t 52 (62) 26 (30) 4 r 105 (124) (149) (6) (30) 27. 1 4y 5 (24) 21 . h r (125) „37 (180) 21 y (24) 2, ' (50) 42 Jr (167) (25) 217 1—" 1 NE 51 st Street L NE 39th Street SITE (99) 84J h (68) 57 mik 1 4 t 5 (6) NE 50th Terrace 1 Figure 9 Peak Hour Project Trip Assignment Sabel Palm Village at Flagler Trail Miami, Florida NOT TO SCALE NW 54th Street NW 5th Court NW 62nd Street NW 6th Co 29.9% (209%) Kimley »Horn © 2021 NW 6th Av 200% (209%) z z -20 9% (20 0%) NW 46th Street NE 59th Street E 2 z° -20 9% (20 9%) r -20 9% (20 9%) oadway ersection Pass -By Trip Distribution ass -By Trip Distribution NE 62nd Street NE 61 st Street 1 . . 0° ,--1 SITE 1 NE 51 st Street L I 1 NE 50th Terrace NE 3rd Avenue r200% 9°%- tile 1139% tr 1 East Driveway (370%)-379%H 7 Federal Highway (239%) -23 9%a) (1140%) -1140% ' NE 39th Street Biscayne Boul Figure 10 P.M. Peak Hour Pass -By Trip Distribution Sabel Palm Village at Flagler Trail Miami, Florida NOT TO SCALE NW 54th Street NW 5th Court NW 62nd Street r -3 r -3 z z r -3 NE 59th Street r -3 r -3 NOTICE NE 62nd Street By Trip Assignment NE 61 st Street NE 3rd Avenue H -26 r26 East Driveway Federal Highway 1 NW 6th Co Kimley »Horn © 2021 NW 6th Av NW 46th Street E z° L2 14 r 26 -23 . ti r 26 7 1—" 1 NE 51 st Street L NE 39th Street SITE -2 NE 50th Terrace 0 v `m d 3 O m N V m Figure 11 P.M. Peak Hour Pass -By Trip Assignment Sabel Palm Village at Flagler Trail Miami, Florida 4 PURL/ Kimley 4>) Horn FUTURE TOTAL TRAFFIC G 0 4- a. Future total traffic conditions are defined as the expected traffic conditions after th project. Total traffic volumes considered in the analysis for this project are the sum of th traffic volumes and the expected project traffic volumes. Figure 12 presents the future total turning movement volumes at the study intersections during the weekday A.M. and P.M. peak hours. Volume redevelopment worksheets for the study intersections are included in Appendix H. NOTICE This submittal needs to be' scheduled fora pubic hearing In acoordanre whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR resiew the information at the pubc hearing to render a recommended on or a final decM on. PZ-21-10809 12/16/21 -RE ItW CO' K:AFTL TPTOVO43752001-Saba) Palm VillageAReport\Saba) Palm Village TIA 2021 10 08.docx Page-24 October 2021 NOT TO SCALE NW 54th Street NW 5th Court 82 J 1 4.2 (603) t 26 (304) .623 (983) t 48 (117) 9,4) J14 r68 (13) NW 62nd Street (126) 712 (310) 460 J14 550 (701) r 30 (24) (283) 381 J ti t r (162) 48 J site (43) 679 — (847) (94) 141.1 t 17(1,6) 4. 578 688) (10) Z t 62 (106) 687) �d 537 J 1 4 r 73 (116) 14 NE 59th Street (121) 106mt titr 669 (204) 292 ,55 t 34 (96) 12) J 1 r 24 (50) (22) 26 J tit r (10) 11 H (18) 26 7 t66 (134) t,6 (169) 4 426 647) 420 (657) 174 (182) J 1 4 4.84 (73) NE 62nd Street NE 61 st Street Study Roadway Study Intersection A.M. Peak Hour Traffic P.M. Peak Hour Traffic g t 4 (8) 9 (4) 14 r14 (11) 22 14 r86 (22) (30) w NE 3rd Avenue 10 (17) 367 (32) 651 (891) 1 r 234 (298) 5 3 0 w 4. 604 932) 14 Federal Highway t 28 (76) 563) 87 (52) (357) 220 J 1 P (15) 31 H 2 2 (208) 391 7 (1,058) 1,207 - (12) 4 7 NW 6th Co tir Kimley »Horn ©2021 (254) 437 j (955) 3H (18) 9 NW 6th Av .lf (154) 96 tit r (769) ellH (73) 52 7 NW 46th Street (339) 195 J. (603) 690 (44) 67 2 0 err _ Lee _ t 32 (49) J 14 4- 39 (44) (103) 80 tit r (626) 623 H (86) 127 7 t 102 (121) H 26(30) 14 r 146 (184) (802) 876 y (6) 33 J. (42) 33 tirr (57) 44 J h t P (30) 2] ti (24) 34i t 19 (182) J1 r 34 (55) (43) 68 J tit r (22) 4] H (63) 22 7 1 41J tirr (5.) 693H (204) 143 (n6) 894 y (49) 21 ' (164) 44 (492) 649 (197) 203 7 1—" 1 NE 51 st Street L NE 39th Street SITE h t P (412) 447 J a1 (265) 364 14 r� NE 50th Terrace CB 0 m (21) (63) Figure 12 Future Total Peak Hour Traffic Sabel Palm Village at Flagler Trail Miami, Florida 4 PURL/ Kimley 4>) Horn INTERSECTION CAPACITY ANALYSIS G O ire a. The study area intersection operating conditions were analyzed for three (3) scen sC NOTICE This submittal needs to be scheduled fora puboc hearing In acoordxnce whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubdc hearing to render a recommended on or a final decla on. 9. conditions, future background conditions, and future total conditions) using Tra PZ-21-10809 12/16/21 I EW COV SYNCHRO software, which applies methodologies outlined in the Transportation Research Board's (TRB's) Highway Capacity Manual (HCM) 2000/6th Editions. Synchro worksheets for the study intersections are included in Appendix I. A summary of the intersection analyses for the proposed redevelopment during the A.M. and P.M. hours is presented in Tables 3 and 4. As Tables 3 and 4 indicate, the study intersections are expected to operate at level of service (LOS) E or better during the A.M. and P.M. peak hours under all analysis scenarios. The project proposes to consolidate the two (2) existing offset signalized intersections at NE 51st Street and NE 2nd Avenue which provide access to the project and the Miami Jewish Health Systems site and provide one (1) signalized intersection and will provide access to both developments as part of this project. This improvement will not impact on -street parking spaces along NE 2nd Avenue. The project will also align NE 3rd Avenue north and south of NE 54th Street and a proposes signalized intersection control. A signal warrant analysis was prepared as part of this study. K:AFTL TPTOVO43752001-Saba) Palm VillageAReport\Saba) Palm Village TIA 2021 10 08.docx Page - 26 October 2021 Kimlley 4>) Horn s.0 Axon' NOTICE This submittal neetls to be s Table 3: A.M. Peak Hour Intersection Capacity Analysis naanman�wthbmeii Kam Cotle.The appkad Intersection 1 Traffic Control reuiewthe'I�nO �atipn at th Overall LOS/Delay Existing Conditions (Future 2029 Background Conditions) PZ-21 [Fu'f',� ,'9A.. 12/1( NW 62nd Street and 1-95 southbound off -ramp Signalized (1) D/47.2 sec (E/69.0 sec) [E/7 . ReV1 E NW 62nd Street and NW 5th Court Signalized (1) E+7%/85.5 sec (F/143.9 sec) [E+45%/115.8 sec NW 62nd Street and NW 2nd Avenue Signalized (1) C/26.7 sec (C/30.0 sec) [C/30.8 sec] NE 62nd Street and NE 2nd Avenue Signalized (1) C/23.6 sec (C/33.5 sec) [D/36.3 sec] NE 62nd Street and Biscayne Boulevard Signalized A/2.1 sec (A/3.8 sec) [A/4.5 sec] NE 61st Street and Biscayne Boulevard Signalized (1) D/35.1 sec (E/68.3 sec) [E+17%/93.4 sec] NE 59th Street and NE 2nd Avenue Signalized A/5.5 sec (A/4.4 sec) [A/4.1 sec] NW 54th Street and NW 6th Court Signalized (1) B/16.1 sec (B/16.9 sec) [B/17.5 sec] NW 54th Street and NW 6th Avenue Signalized (1) A/5.9 sec (A/7.1 sec) [A/8.7 sec] NW 54th Street and NW 2nd Avenue Signalized B/18.6 sec (B/19.8 sec) [B/19.4 sec] NW/NE 54th Street and North Miami Avenue Signalized D/38.1 sec (D/39.5 sec) [D/43.6 sec] NE 54th Street and NE 2nd Avenue Signalized C/23.2 sec (C/21.1 sec) [C/23.9 sec] NE 54th Street and NE 3rd Avenue Two -Way Stop Control (2) (5) ((5)) [C/27.4 sec] (4) NE 54th Street and Federal Highway Signalized (1) D/36.5 sec (D/40.9 sec) [D/42.7 sec] NE 54th Street and Biscayne Boulevard Signalized B/18.7 sec (C/23.0 sec) [C/30.4 sec] NE 51st Street and NE 2nd Avenue (north) Signalized (1) B/13.4 sec (C/33.2 sec) [C/32.1 sec] (4) NE 51st Street and NE 2nd Avenue (south) Signalized (1) A/8.8 sec (C/22.6 sec) [(6)] NE 50th Terrace and Biscayne Boulevard Signalized (1) A/4.7 sec (A/5.4 sec) [A/5.6 sec] NW/NE 46th Street and North Miami Avenue Signalized A/4.2 sec (A/4.2 sec) [A/5.9 sec] NE 39th Street and NE 2nd Avenue Signalized B/14.5 sec (B/18.4 sec) [B/19.2 sec] NE 54th Street and Service Vehicle Entrance Free -Flow (6) ((6)) [(7)] NE 54th Street and East Driveway One Way Stop Control (6) ((6)) [(5)] Notes: (1) Intersection cannot be analyzed in HCM 6' or HCM 2010 Edition. Therefore, HCM 2000 was used. (2) Traffic control modification from unsignalized to signalized proposed by project in future total conditions. (3) Signal timing optimized. Further note that FDOT is expected to implement capacity improvements with an anticipated design year of 2045. (4) Signal timing optimized and intersection improvements implemented. (5) Overall intersection LOS is not defined, as intersection operates under stop -control conditions. (6) Intersection does not exist under the analysis scenario. (7) LOS not defined as intersection operates under free -flow conditions. hetlulce bra public hearing es set forth in the City of decision-mahing bodywlll public hearing to render a a a final tleciaon. 10809 /21 K:AFTL TPTOVO43752001-Saba) Palm VillageAReport\Saba) Palm V Illage TIA 202110 08.docx Page - 27 October 2021 Kimlley 4>) Horn s.0 Axon' NOTICE This submittal neetls to be s Table 4: P.M. Peak Hour Intersection Capacity Analysis naanman�wthbmeii Kam Cotle.The appkad Intersection 1 Traffic Control reuiewthe'I�nO �atipn at th Overall LOS/Delay Existing Conditions (Future 2029 Background Conditions) PZ-21 [Fu'ox ..'9,012/1( NW 62nd Street and 1-95 southbound off -ramp Signalized (1) E+1%/80.2 sec (E+50%/119.5sec) A [E+42%/1 RFV1 E NW 62nd Street and NW 5th Court Signalized (1) F/136.0 sec (F/170.6 sec) [E+43%/114.2 sec NW 62nd Street and NW 2nd Avenue Signalized (1) C/27.1 sec (C/27.7 sec) [C/28.6 sec] NE 62nd Street and NE 2nd Avenue Signalized (1) C/23.8 sec (E/67.6 sec) [E/68.4 sec] NE 62nd Street and Biscayne Boulevard Signalized A/1.4 sec (A/1.5 sec) [A/1.5 sec] NE 61st Street and Biscayne Boulevard Signalized (1) B/15.5 sec (D/40.1 sec) [D/43.0 sec] NE 59th Street and NE 2nd Avenue Signalized A/6.3 sec (A/6.1 sec) [A/5.9 sec] NW 54th Street and NW 6th Court Signalized (1) B/11.7 sec (B/12.2 sec) [B/13.2 sec] NW 54th Street and NW 6th Avenue Signalized (1) A/4.0 sec (A/4.5 sec) [A/5.2 sec] NW 54th Street and NW 2nd Avenue Signalized B/18.8 sec (C/21.1 sec) [C/20.3 sec] NW/NE 54th Street and North Miami Avenue Signalized E/62.3 sec (E/67.6 sec) [E/68.1 sec] NE 54th Street and NE 2nd Avenue Signalized C/23.6 sec (C/23.8 sec) [C/31.4 sec] NE 54th Street and NE 3rd Avenue Two -Way Stop Control (2) (5) ((5)) [C/29.0 sec] (4) NE 54th Street and Federal Highway Signalized (1) D/36.5 sec (E/59.5 sec) [E/72.5 sec] NE 54th Street and Biscayne Boulevard Signalized B/13.0 sec (B/15.4 sec) [C/24.5 sec] NE 51st Street and NE 2nd Avenue (north) Signalized (1) B/10.2 sec (B/10.4 sec) [C/29.2 sec] (4) NE 51st Street and NE 2nd Avenue (south) Signalized (1) B/10.3 sec (B/10.8 sec) [(6)] NE 50th Terrace and Biscayne Boulevard Signalized (1) A/4.9 sec (A/6.2 sec) [A/6.4 sec] NW/NE 46th Street and North Miami Avenue Signalized A/5.9 sec (A/7.0 sec) [A/11.4 sec] NE 39th Street and NE 2nd Avenue Signalized C/26.7 sec (C/26.6 sec) [C/26.1 sec] NE 54th Street and Service Vehicle Entrance Free -Flow (6) ((6)) [(7)] NE 54th Street and East Driveway One Way Stop Control (6) ((6)) [(5)] Notes: (1) Intersection cannot be analyzed in HCM 6' or HCM 2010 Edition. Therefore, HCM 2000 was used. (2) Traffic control modification from unsignalized to signalized proposed by project in future total conditions. (3) Signal timing optimized. Further note that FDOT is expected to implement capacity improvements with an anticipated design year of 2045. (4) Signal timing optimized and intersection improvements implemented. (5) Overall intersection LOS is not defined, as intersection operates under stop -control conditions. (6) Intersection does not exist under the analysis scenario. (7) LOS not defined as intersection operates under free -flow conditions. hetlulce bra public hearing es set forth in the City of decision-mahing bodywlll public hearing to render a a a final tleciaon. 10809 /21 K:AFTL TPTOVO43752001-Saba) Palm VillageAReport\Saba) Palm V Illage TIA 202110 08.docx Page - 28 October 2021 4 PURL/ Kimley 4>) Horn SIGNAL WARRANT ANALYSIS A signal warrant analysis was performed at the proposed realigned intersection of G O ire a. sC NOTICE This submittal needs to be scheduled fora puboc hearing In acoordxnce whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubdc hearing to render a recommended on or a final decla on. and NE 3rd Avenue for the existing roadway geometry. The signal warrant analysis was p V RFVi Ew CO,AV PZ-21-10809 12/16/21 based upon criteria contained in the Federal Highway Administration's Manual on Uniform Traffic Control Devices (MUTCD), 2009 Edition. Appendix J includes the signal warrant analysis data. The signal warrant analysis evaluated expected traffic conditions in 2029 (corresponding to total build - out of the project). NE 54th Street was considered the major street approach and NE 3rd Avenue was considered the minor street approach for the purpose of the analysis. Traffic volumes for major and minor street approach movements were obtained from the adjusted existing turning movement counts, background traffic growth, committed development traffic, and project traffic. The committed development traffic and peak hour project traffic was assigned to the A.M. and P.M. peak hours. To estimate the remainder of the daily trip assignment, the hourly distribution of traffic volumes for ITE Land Use Codes 220, 222, 310, 540, 710, and 820 from the ITE's Trip Generation Manual, 10th Edition were utilized. The projected volumes at project build -out at the proposed signals were compared to criteria contained in the MUTCD for the following volume warrants: • Warrant Number 1: Eight -Hour Vehicular Volume Warrant o Condition A: Minimum Vehicular Volume o Condition B: Interruption of Continuous Traffic o Combination: Combination of Conditions A & B • Warrant Number 2: Four -Hour Vehicular Volume Warrant Right -turn volume reductions based on ITE documents from the Alabama Department of Transportation as provided by Miami -Dade County Department of Transportation and Public Works —Traffic Engineering Division (TED) were considered to provide for a conservative volume analysis. The PagonesTheorem is referred to in the reference documents. This theorem stipulates various right -turn volume reductions for minor -street approaches based on the ratio of the right - turn volume to approach volume and minor street laneage configuration. Table 5 summarizes the K:AFTL TPTOVO43752001-Saba) Palm VillageAReport\Saba) Palm Village TIA 2021 10 08.docx Page - 29 October 2021 Kimlley 4>) Horn right -turn volume reductions. The reductions were applied to the minor -street ri on an hourly basis. NOTICE This submittal needs to be scheduled for a public hearing In accordance wM1h timelines set forth in the City of Miami Code.The applicable decision -malting body will rodew the information at the public hearing to render a recommendation or a final decla on. PZ-21-10809 12/16/21 Table 5: Pagones Theorem Hourly Right -Turn Volume Reduction �l Situation Minor -Street Approach Configuration Right -Turn Percentage Right -Turn Reduction 1 Shared left/through right R>0.7A 60% 0.7A >_ R >_ 0.35A 30% R<_0.35A 20% 2 Exclusive left, shared through/right lane R >3T 60% 3T>_ R >_ T/3 30% <_ T/3 20% 3 Any configuration with an exclusive right turn lane (usually >_ 600 feet long) o 75/0 4 Shared left/through and shared through/right lane > (T+ L) 65% L> (T + R) Use Situation 2 L=T=R 40% L=T>3R 20% R=T>3L 50% All other cases 30% 5 Exclusive left, exclusive through, and shared through/right R>T 75% T >_ R >_ T/2 50% T/2 >_ R > T/4 30% R <_ T/4 15% Based upon applying the Pagones Theorem to the A.M. and P.M. peak hour volume information, a 60 percent (60%) reduction was applied to the northbound right -turn volume at the intersection of NE 54th Street and NE 3rd Avenue. The signal warrant analysis results are summarized in Table 6 and the detailed signal warrant calculations are included in Appendix J. As Table 6 indicates, the intersection satisfies volume Warrant 1A, Warrant 1B, the combination of Warrants 1A and 1B, and Warrant 2. As a result a traffic signal is recommended for installation at the intersection of NE 54th Street and NE 3rd Avenue. Table 6: Signal Warrant Analysis Summary MUTCD Warrant Analysis Results Warrant No. 1, Condition A — Eight -Hour Vehicular Volume Satisfied Warrant No. 1, Condition B — Eight -Hour Vehicular Volume Satisfied Warrant No. 1, Combination of Condition A & B Satisfied Warrant No. 2 — Four -Hour Vehicular Volume Satisfied K:AFTL TPTOVO43752001-Saba) Palm VillageAReport\Saba) Palm Village TIA 2021 10 08.docx Page - 30 October 2021 4 PURL/ Kimley 4>) Horn PROPOSED IMPROVMENTS G O ire Q. As part of the proposed realignment and signalization of the intersection of NE 3rd and south of NE 54th Street, the High Intensity Activated Crosswalk (HAWK) just e sC NOTICE This submittal needs to be scheduled fora puboc hearing In accordance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubdc hearing to render a recommended on or a final decla on. 44, V REVIEW CO ' PZ-21-10809 12/16/21 intersection will be removed as the realignment will provide pedestrian access at the signalized intersection. Additional improvements are proposed as part of the project including: • Add "DO NOT BLOCK INTERSECTION" pavement markings and signage at the intersection of NE 54th Street and Federal Highway. Additionally, a supplemental "NO TURN ON RED" sign is proposed during the peak periods for the northbound approach along Federal Highway. These improvements will need to be coordination with FDOT • Extend northbound left -turn lane at the intersection of NE 54th Street and Biscayne Boulevard to better accommodate anticipates traffic volumes. The turn lane can be extended approximately 150 feet, for a total storage length of 350 feet. This improvement will need to be coordinated with FDOT. K:AFTL TPTOVO43752001-Saba) Palm VillageAReport\Saba) Palm Village TIA 2021 10 08.docx Page - 31 October 2021 4 PURL/ Kimley)>>Horn CONCLUSION SPV Realty, LC is proposing a mixed -use redevelopment for the approximate G O ire a. sC NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR resiew the information at the pubec hearing to render a recommended on or a final decla on. 1 generally bounded by NE 54th Street to the north, NE 50th Terrace to the south, NE 2nd the west, and the Florida East Coast (FEC) Railway to the east in Miami, Florida. The PZ-21-10809 12/16/21 IEW COV parcel proposed for redevelopment is currently occupied by 512 low-rise residential units, commonly known as Design Place. The proposed redevelopment plan includes 2,929 high-rise residential condominium/townhouse units, 168,011 square feet of general office, 296,297 square feet of shopping center, 400 hotel rooms, and 43,760 square feet of junior/community college space. Please note that the site proposed for redevelopment was previously approved as part of the Eastside Ridge Traffic Impact Analysis, June 2016. The previously approved redevelopment plan included 3,300 high-rise residential condominium/townhouse units, 300,000 square feet of general office, 500,000 square feet of shopping center, and 240 hotel rooms. The project is expected to be completed by year 2029. The proposed redevelopment represents a decrease of 371 high-rise residential condominium/townhouse units, 131,989 square feet of office space, and 203,703 square feet of retail space, and an increase of 160 hotel rooms and 43,760 square feet of junior/community college space compared to the previously approved redevelopment plan. Access to the proposed redevelopment will be provided via one (1) limited (right -in) driveway, one (1) full -access driveway, and one (1) right-in/right-out (RIRO) driveway along NE 54th Street east of NE 2nd Avenue and one (1) full -access driveway along NE 2nd Avenue south of NE 54th Street. Trip generation for the proposed redevelopment was calculated using rates and/or equations contained in ITE's Trip Generation Manual, 10th Edition. The project is expected to generate 1,240 net new weekday A.M. peak hour trips and 1,417 net new weekday P.M. peak hour trips. This represents a decrease of 80 trips during the A.M. peak hour and a decrease of 199 trips during the P.M. peak hour compared to the previously approved redevelopment plan. Although the proposed redevelopment plan results in a decrease in external vehicular trips compared to the previously approved redevelopment plan, The City of Miami Department of Resilience and Public Works has requested the Eastside Ridge Special Area Plan Traffic Impact Analysis, June 2016 be updated. A K:AFTL TPTOVO43752001-Saba) Palm VillageAReport\Saba) Palm Village TIA 2021 10 08.docx Page-32 October 2021 Kimley)>>Horn traffic impact analysis was conducted for the project consistent with the requirements. The results of the intersection capacity analysis of the proposed redevelopment demon This submittal needs to be scheduled for a public hearing In accordance with hmellnes set forth in the City of Miami Cmde.The appli®de decision -malting body NOR resiew the information at the pubec hearing to render a recommendation or a final decla on. PZ-21-10809 12/16/21 the intersections in the vicinity of the project site operate at adopted levels of service during both the A.M. and P.M. peak hours. The project proposes to consolidate the two (2) existing offset signalized intersections at NE 51st Street and NE 2nd Avenue which provide access to the project and the Miami Jewish Health Systems site and provide one (1) signalized intersection and will provide access to both developments as part of this project. This improvement will not impact on - street parking spaces along NE 2nd Avenue. The project will also align NE 3rd Avenue north and south of NE 54th Street. A signal warrant analysis was conducted at the realigned intersection of NE 54th Street and NE 3rd Avenue. The results of the signal warrant analysis indicate that signalization of the intersection is recommended as the intersection satisfies vehicular volume Warrant 1A, Warrant 1B, the combination of Warrants 1A and 1B, and Warrant 2. As part of the proposed realignment and signalization of the intersection of NE 3rd Avenue north and south of NE 54th Street, the High Intensity Activated Crosswalk (HAWK) just east of the intersection will be removed as the realignment will provide pedestrian access at the signalized intersection. Additional improvements are proposed as part of the project including: • Add "DO NOT BLOCK INTERSECTION" pavement markings and signage at the intersection of NE 54th Street and Federal Highway. Additionally, a supplemental "NO TURN ON RED" sign is proposed during the peak periods for the northbound approach along Federal Highway. These improvements will need to be coordination with FDOT • Extend northbound left -turn lane at the intersection of NE 54th Street and Biscayne Boulevard to better accommodate anticipates traffic volumes. The turn lane can be extended approximately 150 feet, for a total storage length of 350 feet. This improvement will need to be coordinated with FDOT. K:AFTL TPTOVO43752001-Saba) Palm VillageAReport\Saba) Palm Village TIA 2021 10 08.docx Page - 33 October 2021 PUB1. ic 4 0 Q- Q. NOTICE This submittal needs to be scheduled fora pubic hearing In accordancewhh timelines set forth in the City of Miami Code. The applicable decislon-making body NOR resiew the information at the public hearing to render a recommendation or a final decla on. 44, Rtb! Ew CO PZ-21-10809 12/16/21 Appendix A Site Plan NOTICE ratzra COMMERCIAL RESIDENCE LORRY HOTEL MI R.O.H. PARKING AME. SPACE SP 100 REVISION 6 p<imley*Horrj ARCHITECTURE INTERIOR DESIGN CONCEPTUAL MASTER PLAN - LEVELI O C-5 PURL/ 4 0 4- Q NOTICE This submittal needs to be' scheduled fora pubic hearing In acoordanre whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubc hearing to render a recommended on or a final decM on. PZ-21-10809 12/16/21 sN SEW cO�Qv Appendix B i raffic Data PUB(, o' y 0 0 a NOTICE This submittal needs b be scheduled for a puboc hearing in accordance with timelines set forth in the City of Miami Code.The applica de decision -making bcdywill renew the infonna0on at the pubs hearing to render a recommendation or a final decision. ti ktinEw CO - PZ-21-10809 12/16/21 Turning Movement Counts 2 LOCATION: 1-95 SB Off Ramp/NW 6th Ave & NW 62nd St CITY/STATE: Miami, FL ♦ 678 0 210 234 234 591 0 J t 0 579 Peak Hour Factor 532 a♦ 0.95 Alm 381 915 383 i r 198 766 0 0 0 ♦ 815 0 ♦ 28 10 1 ♦ ♦ 0 1 ♦ ♦ 0 —r 41- 4.1 9 7 5 0 J -, t 0 26 27 16 Z r 11 ♦ h ♦ �0 0 0 0 Peak -Hour: 07:00 AM - 08:00 AM Peak 15-Minute: 07:45 AM - 08:00 AM National Data & Surveying Services PRO ♦ 6.1 0.0 4.9 4.6 4.2 i ♦� 0.0 ♦ 4.2 This submittal needs b be scheduled bra puboc hearing In accordance with timelines set forth in the City of Miami Cede.The applica de decision -making bcdywlll review the information at the public hearing to render recommendation or a final decision. ♦ 0.0 J 0 0 0 J r 5.6 4.0 I. 7. 0.0 4. 0.0 L t 0 2 ♦ 2 0 i r 0 0 0 0 6;i1 J t z- r 15-Min Count Period Beginning At 1-95 SB Off Ramp/NW 6th Ave Northbound 1-95 SB Off Ramp/NW 6th Ave Southbound NW 62nd St Eastbound NW 62nd St Westbound Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Total Hourly Total 07:00 AM 0 0 0 0 62 54 51 0 0 133 85 0 40 93 0 0 518 2172 07:15 AM 0 0 0 0 52 54 52 0 0 137 92 0 45 108 0 0 540 2167 07:30 AM 0 0 0 0 51 57 46 0 0 142 120 0 49 75 0 0 540 2164 07:45 AM 08:00 AM 08:15 AM 08:30 AM 08:45 AM Peak 15-Min Flowrates O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 Northbound 69 69 61 0 26 61 50 0 48 56 31 0 30 39 46 0 40 31 30 0 Southbound O 120 86 0 O 129 88 0 O 140 92 0 O 122 77 0 O 119 88 0 Eastbound 64 105 0 0 58 101 0 0 62 108 0 0 54 87 0 0 42 100 0 0 Westbound Left Thru Rot U R* Left Thru Rot U R* Left Thru Rot U R* Left Thru Rot U R* 574 513 537 455 450 Total 2079 1955 1442 905 450 All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses O 0 0 0 O 0 0 0 4 O 0 0 0 276 276 244 0 12 16 12 0 68 0 0 0 0 O 568 480 0 O 36 20 0 4 O 4 0 0 256 432 0 0 20 40 0 0 0 0 4 0 0 2532 156 76 8 LOCATION: 1-95 SB Off Ramp/NW 6th Ave & NW 62nd St CITY/STATE: Miami, FL ♦ 853 0 357 279 217 ♦ 1J ♦ 1017 0 J t 0 972 Peak Hour Factor 568 a♦ 0.94 Alm 660 826 258 i r 312 785 0 0 0 ♦ 849 0 12 13 1 ♦ ♦ 0 1 ♦ ♦ 0 8 2 0 J t 0 17 ♦ 24 5 Z r 7 ♦ h ♦ �0 0 0• 0 Peak -Hour: 04:45 PM - 05:45 PM Peak 15-Minute: 05:30 PM - 05:45 PM National Data & Surveying Services PRO ♦ 3.9 0.0 3.0 2.7 1.9 i ♦� 0.0 ♦ 2.4 This submittal needs b be scheduled bra puboc hearing In accordance with timelines set forth in the City of Miami Cede.The applica de decision -making bcdywlll review the information at the public hearing to render recommendation or a final decision. ♦ 0.0 J 0 0 0 J r 2.2 2.4 0.0 4. L t 0 13 ♦ _ ♦ 6 0 0 0 15-Min Count Period Beginning At 1-95 SB Off Ramp/NW 6th Ave Northbound 1-95 SB Off Ramp/NW 6th Ave Southbound NW 62nd St Eastbound NW 62nd St Westbound Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Total Hourly Total 04:00 PM 0 0 0 0 56 64 65 0 0 142 71 0 57 137 0 0 592 2316 04:15 PM 0 0 0 0 25 42 49 0 0 121 63 0 44 169 0 2 515 2364 04:30 PM 0 0 0 0 50 49 57 0 0 127 64 0 71 151 0 1 570 2518 04:45 PM 0 0 0 0 46 56 80 0 0 139 65 0 77 176 0 0 639 2651 05:00 PM 0 0 0 0 55 74 75 0 0 139 68 0 80 149 0 0 640 2645 05:15 PM 0 0 0 0 55 81 89 0 0 144 70 0 85 145 0 0 669 2005 05:30 PM 05:45 PM Peak 15-Min Flowrates O 0 0 0 O 0 0 0 Northbound 61 68 113 0 40 65 82 0 Southbound O 146 55 0 O 118 71 0 Eastbound 70 190 0 0 67 190 0 0 Westbound 703 1336 633 633 Left Thru Rot U R* Left Thru Rot U R* Left Thru Rot U R* Left Thru Rot U R* Total All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses O 0 0 0 O 0 0 0 16 O 0 0 0 244 324 452 0 8 16 20 0 36 0 0 0 0 O 584 280 0 O 28 12 0 8 O 32 0 0 340 760 0 0 16 32 0 0 0 0 12 0 0 2984 132 60 44 LOCATION: NW 5th Ct/NW 6th Ave & NW 62nd St CITY/STATE: Miami, FL O 1007 • + 4 L. O 0 0 728 317 J t 181 648 Peak Hour Factor 414 0.94 Am 450 731 0 i r 17 683 ♦7• 50 r►♦ 278 509 269 ♦ 17 1056 9 10 * O ♦ ♦ 2 O ♦ ♦ 0 -r .. 7 ♦ t 0 0 0 L. 15 J. I. t 3 20 25 O , r 0 13 22 7 ♦ f Peak -Hour: 07:15 AM - 08:15 AM Peak 15-Minute: 07:45 AM - 08:00 AM National Data & Surveying Services PRO ♦ 5.8 4.7 4.8 4.8 0.0 i ♦� 4.7 ♦ 2.5 �HIVIIIIIVIIEIIV -17\ 21-140199-002 This submittal needs b be scheduled bra puboc hearing In accordance with timelines set forth in the City of Miami Cede.The applica de decision -making bcdywlll review the information at the public hearing to render recommendation or a final decision. 4.3 J 0 0 0 J r 0.0 3.9 I. 7. 2.6 4.0 L t 0 3 ♦ 0 0 0 _Li 4 L a+ t 15-Min Count Period Beginning At NW 5th Ct/NW 6th Ave Northbound NW 5th Ct/NW 6th Ave Southbound NW 62nd St Eastbound NW 62nd St Westbound Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Total Hourly Total 07:00 AM 42 93 72 23 0 0 0 0 73 117 0 0 0 88 39 17 564 2408 07:15 AM 53 124 76 26 0 0 0 0 85 109 0 0 0 103 50 12 638 2435 07:30 AM 27 118 56 32 O 0 0 0 93 100 0 0 O 94 37 1 558 2390 07:45 AM 08:00 AM 08:15 AM 08:30 AM 08:45 AM Peak 15-Min Flowrates 39 139 64 36 39 128 73 26 38 106 57 30 38 114 67 28 43 113 90 42 Northbound O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 Southbound 72 109 0 0 67 96 0 0 76 109 0 0 73 82 0 0 66 93 0 0 Eastbound O 130 57 2 O 123 37 2 O 136 39 2 O 96 36 2 O 99 26 3 Westbound 648 591 593 536 575 Left Thru Rot U R* Left Thru Rot U R* Left Thru Rot U R* Left Thru Rot U R* Total 2368 2295 1704 1111 575 All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses 212 556 304 144 16 24 12 8 8 0 0 0 0 O 0 0 0 O 0 0 0 32 O 0 0 0 372 436 0 0 20 28 0 0 0 0 8 0 0 O 520 228 48 O 28 8 0 8 O 4 0 0 2820 136 48 12 LOCATION: NW 5th Ct/NW 6th Ave & NW 62nd St CITY/STATE: Miami, FL 1165 235 J 528 763 0 ♦ O 741 O 0 0 10 ♦ b Peak Hour Factor t 146 803 0.96 ♦ 645 r 12 982 I+ 7_, h 36 454 520 360 454 12 1334 15 ♦ 0 1 At 0 0 3 J. 0 Z ♦I15 7 h 5 ♦ 2 ♦ ♦ 0 4 t ♦ 21 r0 if PRO Peak-Hour: 05:00 PM - 06:00 PM Peak 15-Minute: 05:15 PM - 05:30 PM 3.2 1.3 at National Data & Surveying Services �HIVIIIIIVIIEIIV 21-140199-002 2 2.6 This submittal needs b be scheduled bra puboc hearing In accordance with timelines set forth in the City of Miami Code.The applica de decision -making bodywlll review the information at the public hearing to render recommendation or a final decision. 1.9 J 0 0 r 0.0 1.3 I. 7. 0.4 1.8 L t 0 6 ♦ 3 7+01♦ 0 0 0 15-Min Count Period Beginning At NW 5th Ct/NW 6th Ave Northbound NW 5th Ct/NW 6th Ave Southbound NW 62nd St Eastbound NW 62nd St Westbound Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Total Hourly Total 04:00 PM 04:15 PM 04:30 PM 04:45 PM 05:00 PM 05:15 PM 71 78 79 89 71 74 75 84 79 84 96 102 91 89 82 92 97 114 40 41 42 44 33 68 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 75 45 47 61 63 54 125 99 135 119 135 142 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 122 141 140 165 157 161 28 27 34 35 39 34 5 5 0 1 4 3 632 609 638 690 695 753 2569 2632 2776 2872 2900 2205 05:30 PM 84 89 05:45 PM 98 73 103 49 140 43 O 0 0 0 O 0 0 0 61 148 0 1 55 103 0 0 O 169 26 4 O 158 47 1 734 1452 718 718 Peak 15-Min Northbound Southbound Eastbound Westbound Flowrates Left Thru Rot U R* Left Thru Rot U R* Left Thru Rot U R* Left Thru Rot U R* Total All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses 392 408 560 272 12 20 4 # 20 0 0 0 0 O 0 0 0 O 0 0 0 40 O 0 0 0 252 592 0 4 4 20 0 0 4 4 12 4 0 O 676 188 16 O 40 0 0 4 O 4 0 0 3360 100 68 24 LOCATION: NW 2nd Ave & NW 62nd St CITY/STATE: Miami, FL 4. 513 40 J 416 a♦ ♦ 308 606 150 i r 32 510 ♦� 13 r►�♦ 128 138 54 ♦ 319 320 ♦ 254 193 ♦ 77 137 40 1i ♦ b 4. Peak Hour Factor t 15 355 0.92 1 9 2 ♦ + 5 2 At ♦ 5 J 43 2 5 0 ♦ t o 21 ♦ ♦ 17 4 Z r 2 1 6 0 PRO Peak -Hour: 07:30 AM - 08:30 AM Peak 15-Minute: 07:45 AM - 08:00 AM 4.1 5.0 5.0 4.5 2.7 i ♦� 0.8 ♦ 3.4 National Data & Surveying Services 1 t 0 J 0 This submittal needs b be scheduled bra puboc hearing In accordance with timelines set forth in the City of Miami Cede.The applica de decision -making bcdywlll review the information at the public hearing to render recommendation or a final decision. ♦ 4.3 r 6.3 4.1 I. 7. 0.0 2.2 0 1 0 ♦ 4 to 0 15-Min Count Period Beginning At NW 2nd Ave Northbound NW 2nd Ave Southbound NW 62nd St Eastbound NW 62nd St Westbound Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Total Hourly Total 07:00 AM 27 20 5 0 3 21 23 0 14 92 35 0 3 50 2 1 296 1416 07:15 AM 28 33 3 0 5 18 20 0 15 101 41 0 4 65 4 0 337 1512 07:30 AM 33 33 18 0 11 39 15 0 7 96 43 0 7 63 3 0 368 1535 07:45 AM 32 41 20 0 10 36 19 0 6 106 51 0 7 84 3 0 415 1494 08:00 AM 30 32 10 0 8 41 22 0 14 106 25 0 13 85 6 0 392 1421 08:15 AM 33 32 6 0 11 21 21 0 13 108 31 0 5 76 3 0 360 1029 08:30 AM 08:45 AM Peak 15-Min Flowrates 25 24 6 0 25 29 5 0 Northbound 10 28 18 0 3 22 10 0 Southbound 16 91 23 0 13 129 26 0 Eastbound 4 79 3 0 6 70 4 0 Westbound Left Thru Rot U R* Left Thru Rot U R* Left Thru Rot U R* Left Thru Rot U R* 327 669 342 342 Total All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses 132 164 80 0 4 12 0 0 20 0 0 0 0 44 164 88 0 0 8 4 0 16 0 4 0 0 56 432 204 0 8 28 8 0 12 0 0 0 0 52 340 24 0 4 20 0 0 20 0 0 0 0 1780 96 68 4 LOCATION: NW 2nd Ave & NW 62nd St CITY/STATE: Miami, FL 711 135 J 587 ♦ ♦ 490 873 151 i r 18 664 ♦� 29 r►�♦ 136 293 59 ♦ 280 488 214 450 85 111 18 1i ♦ b Peak Hour Factor t 22 530 0.99 I♦ ♦I 2 ♦ ` ♦ 0 3 ♦ ♦ 5 9 t 5 0 ♦ 4 t o 16 ✓ 2 t Peak -Hour: 04:45 PM - 05:45 PM Peak 15-Minute: 05:15 PM - 05:30 PM National Data & Surveying Services PRO ♦ 2.8 0.7 1.5 1.5 2.0 i ♦� 2.2 ♦ 3.6 1 IIII1 I 11 21-1413199-003 This submittal needs b be scheduled bra puboc hearing In accordance with timelines set forth in the City of Miami Cede.The applica de decision -making bcdywlll review the information at the public hearing to render recommendation or a final decision. 3.4 J 0 4 1 J r 11.1 1.7 I. 7. 3.4 3.1 L t o 15-Min Count Period Beginning At NW 2nd Ave Northbound NW 2nd Ave Southbound NW 62nd St Eastbound NW 62nd St Westbound Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Total Hourly Total 04:00 PM 31 78 12 0 7 33 17 0 31 123 35 0 9 92 6 0 474 1916 04:15 PM 31 57 15 0 3 14 13 0 25 126 35 2 4 111 3 1 440 1970 04:30 PM 35 76 14 1 1 34 16 0 17 135 30 0 4 113 6 0 482 2062 04:45 PM 35 73 17 0 5 36 14 0 31 133 34 0 3 129 10 0 520 2105 05:00 PM 29 80 14 0 4 25 34 0 25 153 34 0 7 121 2 0 528 2087 05:15 PM 05:30 PM 05:45 PM Peak 15-Min Flowrates 34 60 13 1 37 80 15 0 24 60 10 0 Northbound 4 29 16 0 5 21 21 0 6 22 25 0 Southbound 49 145 41 0 30 156 42 0 35 154 26 0 Eastbound 4 128 8 0 4 112 2 0 8 121 11 0 Westbound 532 525 502 Left Thru Rot U R* Left Thru Rot U R* Left Thru Rot U R* Left Thru Rot U R* Total 1559 1027 502 All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses 148 320 68 4 8 12 4 0 16 4 8 4 0 20 144 136 0 O 8 4 0 20 O 8 0 0 196 624 168 0 4 12 4 0 12 4 4 16 0 28 516 40 0 8 36 0 0 12 4 4 0 0 2412 100 60 56 606 394 f 60 491 55 1i ♦ b 4. Peak Hour Factor t 41 247 0.95 LOCATION: NE 2nd Ave & NW 62nd St CITY/STATE: Miami, FL 269 88 223 ♦ ♦ 168 413 102 i 38 321 7., 411 265 43 631 349 I♦ 4.4 25 4 L t 2 10 6 01, r 3 ♦ h ♦ �1 2 21 1 Peak -Hour: 07:45 AM - 08:45 AM Peak 15-Minute: 08:15 AM - 08:30 AM 7.0 5.7 4.9 5.3 5.9 i ♦74.9 ., 5.4 PRO 1' National Data & Surveying Services 21-140199.004 This submittal needs b be scheduled for a public hearing In accordancewhh timelines set forth in the City of Miami Code. The appli®de decision -making body will roldew the information at the public hearing to render a recommendation or a anal decla on. 7.9 J 0 3 0 J 0 PZ-21-10809 12/16/21 r 7.9 5.0 I. 7. 2.3 6.9 L t 0 ♦ 1 r 3 4 4 t 15-Min Count Period Beginning At NE 2nd Ave Northbound NE 2nd Ave Southbound NW 62nd St Eastbound NW 62nd St Westbound Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Total Hourly Total 07:00 AM 5 33 3 0 8 50 11 0 17 36 13 0 5 19 11 1 212 1280 07:15 AM 13 44 2 0 10 91 10 0 15 55 23 0 6 26 9 0 304 1470 07:30 AM 9 61 4 0 9 128 16 0 15 57 25 0 10 29 7 2 372 1592 07:45 AM 13 60 9 0 15 123 16 0 13 54 26 0 12 44 7 0 392 1615 08:00 AM 6 61 10 0 16 126 19 0 32 53 24 0 8 35 11 1 402 1590 08:15 AM 08:30 AM 08:45 AM Peak 15-Min Flowrates 11 69 14 0 11 75 10 0 9 60 8 0 Northbound 9 119 12 0 15 123 13 0 6 93 14 0 Southbound 24 65 29 2 17 51 23 0 25 64 28 0 Eastbound 10 50 12 0 7 39 11 0 15 36 9 0 Westbound 426 395 367 1188 762 367 Left Thru Rot U R* Left Thru Rot U R* Left Thru Rot U R* Left Thru Rot U R* Total All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses 52 300 56 0 4 24 4 0 12 0 12 0 0 64 504 76 0 8 28 8 0 20 0 4 0 0 128 260 116 8 8 16 8 0 8 0 0 0 0 48 200 48 4 4 24 4 0 8 4 4 0 0 1864 140 48 24 LOCATION: NE 2nd Ave & NW 62nd St CITY/STATE: Miami, FL 437 101 J 536 768 120 381 35 1i ♦ b Peak Hour Factor t 125 413 255 ♦ 0.96 ♦ 236 445 89 i r 52 362 ♦� 54 r►�♦ 81 542 72 ♦ 522 695 ♦ 4-3 ♦ ` ♦ 1 ♦ ♦ 2 ♦ ♦ 4 14 3 4.♦ 4 3 t 1 3 ♦ ♦ 12 1 Z r 4 1 19 1 Peak -Hour: 05:00 PM - 06:00 PM Peak 15-Minute: 05:00 PM - 05:15 PM National Data & Surveying Services 21-140199.004 PRO ♦ 3.9 3.0 1.2 1.6 1.1 i ♦� 1.2 ♦ 3.7 1 .t 0 This submittal needs b be scheduled for a public hearing In accordancewhh timelines set forth in the City of Miami Code. The appli®de decision -making body will roldew the information at the public hearing to render a recommendation or a anal decla on. ♦ 3.5 4 PZ-21-10809 12/16/21 r 7.7 1.9 I. 7. 1.4 3.0 o4 1_ t1 ♦ 0 r 0 At: el ♦ b t 15-Min Count Period Beginning At NE 2nd Ave Northbound NE 2nd Ave Southbound NW 62nd St Eastbound NW 62nd St Westbound Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Total Hourly Total 04:00 PM 21 139 11 0 7 78 17 0 21 54 31 0 13 50 23 2 467 1859 04:15 PM 17 131 10 0 6 89 30 1 21 43 16 0 7 50 32 1 454 1935 04:30 PM 20 117 9 0 7 98 29 0 28 44 21 0 5 39 28 1 446 1973 04:45 PM 34 133 4 0 7 97 19 0 27 59 15 0 6 54 36 1 492 2046 05:00 PM 28 136 20 0 7 96 29 0 17 67 26 0 7 76 33 1 543 2089 05:15 PM 05:30 PM 05:45 PM 19 123 16 0 14 143 15 0 20 140 21 0 11 95 30 0 9 97 29 0 8 93 32 0 26 54 19 0 33 67 20 0 25 67 24 0 15 50 33 1 15 50 26 1 10 60 33 2 492 519 535 1546 1054 535 Peak 15-Min Northbound Southbound Eastbound Westbound Flowrates Left Thru Rot U R* Left Thru Rot U R* Left Thru Rot U R* Left Thru Rot U R* Total All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses 112 572 84 0 4 28 4 0 0 0 8 4 0 44 388 128 0 4 20 12 0 20 0 4 0 0 132 268 104 0 8 4 4 0 4 4 0 0 0 60 304 132 8 4 20 4 0 4 0 0 4 0 2336 116 28 24 LOCATION: Biscayne Blvd & NE 62nd St CITY/STATE: Miami, FL ♦ 1400 1010 ♦ 57 1341 2 ♦ 1J j �► 114 0 J t 4 23 Peak Hour Factor O ♦ 0.93 ♦ 7 2 2 Z r 12 6 ♦�h 00 r►�♦ 50 1006 4 ♦ 1355 1060 ♦ 4.4 11 13 ♦ ♦ 3 O J 0 ♦ ♦ 4 ♦ 10 ♦ 1 25 I♦ ♦ t ♦ 0 O , r 0 5 41 if Peak -Hour: 08:00 AM - 09:00 AM Peak 15-Minute: 08:15 AM - 08:30 AM National Data & Surveying Services 11111111Il1I 111111111 T 21.-14014n-nas ♦ PRO 7.1 0.0 0.0 0.0 0.010.0 ♦�h ♦ 1.8 J 0 0 0 J This submittal needs b be scheduled bra puboc hearing In accordance with timelines set forth in the city of Miami Cede.The applica de decision -making bcdywlll review the information at the public hearing to render recommendation or a final decision. r 0.0 16.7 ♦4.1 0.0 r►�♦ 4.3 40 1_ to O ♦ ti ♦ 0 O Z r 0 7410 ♦0 4 0 4.1 Lli J • z- r 15-Min Count Period Beginning At Biscayne Blvd Northbound Biscayne Blvd Southbound NE 62nd St Eastbound NE 62nd St Westbound Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Total Hourly Total 07:00 AM 07:15 AM 07:30 AM 07:45 AM 08:00 AM 08:15 AM 9 5 13 12 12 17 143 204 219 271 269 264 0 1 1 1 0 2 0 0 0 0 0 0 0 0 0 359 395 362 325 266 362 11 12 11 10 3 14 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 2 1 3 5 3 3 1 0 0 2 1 3 0 0 0 0 0 0 0 0 0 525 619 612 628 556 667 2384 2415 2463 2446 2485 1929 08:30 AM 12 219 2 0 08:45 AM 8 254 0 0 1 337 18 0 1 376 22 0 O 0 1 0 O 0 0 0 3 1 1 0 3 2 1 0 595 1262 667 667 Peak 15-Min Northbound Southbound Eastbound Westbound Flowrates Left Thru Rot U R* Left Thru Rot U R* Left Thru Rot U R* Left Thru Rot U R* Total All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses 68 1076 8 4 8 60 0 0 0 0 8 0 0 4 1504 88 0 4 44 4 0 12 0 0 0 0 O 0 4 0 O 0 0 0 32 O 0 0 0 12 12 4 0 O 0 0 0 28 O 0 0 0 2784 120 72 8 LOCATION: Biscayne Blvd & NE 62nd St CITY/STATE: Miami, FL ♦ 1064 1255 ♦ 96 959 9 ♦ 1J ♦ y 200 0 J t 6 19 Peak Hour Factor O ♦ 0.97 A. a r 9 10 ♦� ♦ r►�♦ 100 1249 1 ♦ 969 1350 ♦ I♦ 43 5 ♦ ♦ 4 6 ♦ ' ♦ 5 ♦ ♦ 4 24 0 ♦ ♦ 4 O J -, t 0 ♦ 0 O , r 0 9 22 if Peak -Hour: 04:00 PM - 05:00 PM Peak 15-Minute: 04:00 PM - 04:15 PM National Data & Surveying Services PRO ♦ 6.5 0.0 0.0 00. o.o o.o ♦� 9.0 ♦ 11111111Il1I 111111111 T a•.. A`l:� 21-140144-0GS 2.5 J 4 3 This submittal needs b be scheduled bra puboc hearing In accordance with timelines set forth in the city of Miami Code.The applica de decision -making bodywlll review the information at the public hearing to render recommendation or a final decision. 1.8 O J r 0.0 0.0 I. 7.. 0.0 2.3 40 1_ to O ♦]fps ♦ 0 0 r 0 7410♦0 2 0 4.1 Ili - 6;i1 z- r 15-Min Count Period Beginning At Biscayne Blvd Northbound Biscayne Blvd Southbound NE 62nd St Eastbound NE 62nd St Westbound Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Total Hourly Total 04:00 PM 23 325 0 1 4 244 26 0 0 0 0 0 2 0 2 0 627 2434 04:15 PM 19 319 1 0 1 221 25 0 0 0 1 0 0 1 2 0 590 2380 04:30 PM 26 302 0 0 0 245 26 0 0 0 0 0 2 2 2 0 605 2343 04:45 PM 31 303 0 0 4 249 19 0 0 0 0 0 5 1 0 0 612 2290 05:00 PM 05:15 PM 05:30 PM 05:45 PM Peak 15-Min Flowrates 37 290 2 0 23 360 1 0 16 376 1 0 17 309 3 1 Northbound O 212 30 0 1 135 30 0 1 122 30 1 3 82 15 0 Southbound O 0 1 0 O 0 0 0 O 0 0 0 O 0 1 0 Eastbound 0 1 0 0 2 1 0 0 1 3 1 0 1 0 2 0 Westbound Left Thru Rot U R* Left Thru Rot U R* Left Thru Rot U R* Left Thru Rot U R* 573 553 552 434 Total 2112 1539 986 434 All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses 124 1300 4 4 16 32 0 0 0 0 4 0 0 16 996 104 0 O 36 4 0 12 O 8 8 0 O 0 4 0 O 0 0 0 16 O 0 0 0 20 8 8 0 O 0 4 0 12 O 0 0 0 2588 92 40 20 LOCATION: Biscayne Blvd & NE 61st St CITY/STATE: Miami, FL ♦ 1333 1083 0 1323 10 ♦ 1J ♦ y 4- 1 121 J t 19 87 Peak Hour Factor 26 ♦ 0.95 ♦ o 434 287 i r 68 55 ♦� 1 94 r►�♦ 1 943 19 ♦ 1678 963 ♦ ♦ 4*3 4 ♦ ♦ 5 2 At ♦ 5 0 20 0 ♦ ♦ 4 L. 8 J �, t 1 1 ♦ 0 5 Z r 0 31 if ♦ Peak -Hour: 07:30 AM - 08:30 AM Peak 15-Minute: 07:45 AM - 08:00 AM ♦ 0.0 6.6 3.8 3.2 1.7 i ♦� 0.0 ♦ 1.5 PRO ♦ National Data & Surveying Services 111111II111I11Il1I 11I111111II111I1 21-14019S-006 sr — This submittal needs to be scheduled for a public hearing In accorrlance whh bmellnee set forth in the City of Miami Code. The appLIca o decision -malting body will rosiew the information at the public hearing to render a recommended on or a anal decla on. ♦ 3.3 PZ-21-10809 12/16/21 r 1.5 3.6 I. 7. 5.3 3.3 _14,0 1 1 ♦ 4 t1 0 1 aa♦ i�],f�s ♦ 1 0 r 0 7+10♦0 a �� ♦ b� t ..[E;) r ,7 15-Min Count Period Beginning At Biscayne Blvd Northbound Biscayne Blvd Southbound NE 61st St Eastbound NE 61st St Westbound Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Total Hourly Total 07:00 AM 0 144 3 1 2 357 0 0 8 0 15 0 6 0 6 0 542 2614 07:15 AM 0 184 4 2 3 400 0 0 17 6 26 0 8 0 3 0 653 2757 07:30 AM 0 212 3 1 1 360 0 0 26 8 51 0 8 0 4 0 674 2817 07:45 AM 0 240 3 0 5 335 0 0 35 5 95 0 23 0 4 0 745 2770 08:00 AM O 251 11 0 0 270 0 0 36 7 80 0 24 0 6 0 685 2682 08:15 AM 0 240 2 0 4 358 0 0 24 6 61 0 13 0 5 0 713 1997 08:30 AM 08:45 AM Peak 15-Min Flowrates O 212 6 0 O 212 3 0 Northbound 4 341 0 0 2 377 0 0 Southbound 24 2 19 0 34 1 9 0 Eastbound 11 0 8 0 8 0 11 0 Westbound Left Thru Rot U R* Left Thru Rot U R* Left Thru Rot U R* Left Thru Rot U R* 627 1284 657 657 Total All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses O 1004 44 4 O 36 4 0 48 O 8 0 0 20 1440 0 0 0 28 0 0 12 4 4 0 0 144 32 380 0 16 4 12 0 8 0 4 0 0 96 0 24 0 4 0 4 0 16 0 4 4 0 3188 108 84 28 LOCATION: Biscayne Blvd & NE 61st St CITY/STATE: Miami, FL ♦ 0 122 J 13 aa♦ 187 52 i ♦ 1016 7 963 1359 0 944 19 1i ♦ b t 18 38 Peak Hour Factor 0.96 0 1219 2 0 22 8 0 4. 0 ✓ 20 43 1230 2 ♦ 0 ♦ 1 0 4 I_ t 0 0 Peak -Hour: 04:00 PM - 05:00 PM Peak 15-Minute: 04:45 PM - 05:00 PM 0.0 6.6 0.0 5.3 3.8 i ♦� 0.0 ♦ PRO ♦ National Data & Surveying Services 1 111111II111I11Il1I 11I111111II111I1 21-14019S-006 sr- 2.4 This submittal needs to be scheduled for a public hearing In accorrlance whh bmellnee set forth in the City of Miami Code. The appLIca o decision -malting body will reslew the information at the public hearing to render a recommended on or a anal decla on. ♦ 1.8 J 0 4 0 J 0 0 , h 1 PZ-21-10809 12/16/21 r 0.0 0.0 I. 7. 0.0 1.8 ♦ L t1 ♦ 0 15-Min Count Period Beginning At 04:00 PM 04:15 PM 04:30 PM Biscayne Blvd Northbound Biscayne Blvd Southbound NE 61st St Eastbound NE 61st St Westbound Left Thru Rgt U R* 0 0 0 312 308 285 4 0 1 0 2 0 Left Thru Rgt U R* 7 3 4 232 225 238 O 0 O 0 O 0 Left Thru Rgt U R* 31 32 33 6 2 1 14 15 7 0 0 0 Left Thru Rgt U R* 9 0 3 0 3 0 5 0 3 0 3 0 Total 618 594 576 Hourly Total 2418 2364 2343 04:45 PM 05:00 PM 05:15 PM 05:30 PM 05:45 PM Peak 15-Min Flowrates O 314 4 0 O 286 5 1 O 355 5 0 O 350 0 1 O 282 3 1 Northbound 5 249 0 0 3 204 0 0 3 135 0 0 6 111 0 0 5 88 0 0 Southbound 26 29 36 28 38 4 16 2 20 4 23 6 27 6 22 Eastbound 0 0 0 0 0 5 0 7 0 8 0 6 0 7 0 5 0 4 0 3 0 5 0 5 0 Westbound Left Thru Rot U R* Left Thru Rot U R* Left Thru Rot U R* Left Thru Rot U R* 630 564 573 536 455 Total 2303 2128 1564 991 455 All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses O 1256 16 0 O 32 0 0 4 4 4 0 0 28 996 0 0 O 36 0 0 4 O 8 0 0 132 24 64 0 16 0 4 0 28 0 0 0 0 36 0 28 0 O 0 0 0 4 O 0 4 0 2580 88 40 20 LOCATION: NE 2nd Ave & NE 59th St CITY/STATE: Miami, FL ♦ 582 351 t 28 527 27 53 22 J t 28 49 Peak Hour Factor 9 ♦ 0.92 ♦ 11 53 22 r 10 41 14 301 ♦ 559 320 t I♦ ♦I 3 ♦ ♦ 5 t ♦ ♦ t 0 34 0 40..1 ♦ 4 0 a� I. t 5 2 01, r 0 7.1 t19 �2 0 2 ♦ t Peak -Hour: 07:45 AM - 08:45 AM Peak 15-Minute: 07:45 AM - 08:00 AM National Data & Surveying Services PRO ♦ 0.0 0.0 4 j11111111M11f1111 1 II IIIIIIIIIll IIII f+ 21-140199-007 J 22.2 This submittal needs b be scheduled bra puboc hearing In accordance with timelines set forth in the City of Miami Cede.The applica de decision -making bcdywlll review the information at the public hearing to render recommendation or a final decision. r 0.0 9.8 0.0 6.3 40.0 p 6.4 6.6 t t 0 ♦ 5 0 4 0 J t 0 0 Alm 0 15-Min Count Period Beginning At NE 2nd Ave Northbound NE 2nd Ave Southbound NE 59th St Eastbound NE 59th St Westbound Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Total Hourly Total 07:00 AM 1 38 0 0 0 63 3 0 0 0 2 0 0 1 3 0 111 808 07:15 AM 4 59 1 0 3 109 3 0 2 2 3 0 0 0 6 0 192 926 07:30 AM 5 66 2 0 5 129 4 0 0 3 6 0 1 1 11 0 233 995 07:45 AM 7 84 2 0 6 137 10 0 6 1 7 0 1 4 7 0 272 1004 08:00 AM 5 58 2 0 7 129 5 0 3 6 5 0 2 0 7 0 08:15 AM 0 79 0 0 9 134 9 0 8 1 6 0 4 5 6 0 08:30 AM 2 80 1 0 5 127 4 0 5 1 4 0 3 2 8 0 229 958 261 729 242 468 08:45 AM 5 65 3 0 Peak 15-Min Northbound Flowrates Left Thru Rot U 4 121 5 0 Southbound R* Left Thru Rot U 4 0 8 0 Eastbound R* Left Thru Rot U 4 1 6 0 Westbound R* Left Thru Rot U 226 226 R* Total All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses 28 336 8 0 O 24 4 0 20 O 16 0 0 36 548 40 0 O 36 0 0 0 O 12 0 0 32 24 28 0 O 4 8 0 8 O 0 0 0 16 20 32 0 O 0 12 0 20 O 0 0 0 1148 88 48 28 LOCATION: NE 2nd Ave & NE 59th St CITY/STATE: Miami, FL ♦ 498 693 11 471 16 ♦ 1J ♦ y 43 18 J t 80 102 Peak Hour Factor 8 ♦ 0.95 ♦ 10 41 15 r 12 39 ♦� 22 59 r►�♦ 595 15 ♦ 498 632 ♦ 44.0 10 ♦ ♦ 8 10 ♦ ♦ 10 ♦ t 0 18 0 ♦ ♦ 4 J. t 0 O ♦ 1 O , r 0 ♦ h ♦18 �0 F 0 0 4.1 Peak -Hour: 05:00 PM - 06:00 PM Peak 15-Minute: 05:45 PM - 06:00 PM National Data & Surveying Services PRO ♦ 2.3 5.6 0.0 2.4 0.0 i ♦� 0.0 ♦ 3.6 4 21I1111111111111111 isImp — -* — 1 11111111111111111 TS 21-140199-007 J This submittal needs b be scheduled fora puboc hearing In accordance with timelines set forth in the City of Miami Cede.The applica de decision -making bcdywlll review the information at the public hearing to render recommendation or a final decision. t 3.0 0 r 0.0 0.0 I. 7. 0.0 2.8 L t 0 ♦ 0 15-Min Count Period Beginning At NE 2nd Ave Northbound NE 2nd Ave Southbound NE 59th St Eastbound NE 59th St Westbound Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Total Hourly Total 04:00 PM 13 152 4 0 6 104 10 0 5 5 17 1 2 1 11 0 331 1233 04:15 PM 3 140 6 0 6 95 6 0 7 1 3 0 6 5 10 0 288 1233 04:30 PM 3 136 1 0 4 111 3 0 4 4 10 0 4 9 15 0 304 1246 04:45 PM 4 147 5 0 4 105 7 0 0 3 8 0 6 8 13 0 310 1248 05:00 PM 6 154 6 0 5 108 7 0 3 2 5 1 3 4 27 0 05:15 PM 4 135 3 1 4 124 2 0 1 1 6 0 1 4 15 0 05:30 PM 6 143 4 0 2 116 2 0 7 4 2 0 3 1 16 0 331 1273 301 942 306 641 05:45 PM 5 163 2 0 Peak 15-Min Northbound Flowrates Left Thru Rot U 5 123 0 0 Southbound R* Left Thru Rot U 6 1 2 0 Eastbound R* Left Thru Rot U 5 1 22 0 Westbound R* Left Thru Rot U 335 335 R* Total All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses 24 652 24 4 0 24 0 0 8 4 12 0 0 20 496 28 0 O 24 0 0 8 O 8 4 0 28 16 24 4 4 0 0 0 32 4 0 0 0 20 16 108 0 O 4 0 0 32 O 0 0 0 1464 56 80 32 LOCATION: NW 6th Ct & SR 944/NW 54th St CITY/STATE: Miami, FL 248 0 t 115 16 117 ♦ 1J j y 542 0 J t 0 439 Peak Hour Factor 0.89 959 ♦ ♦ 426 963 4 i r 13 1087 ♦�h 0 11 1 0 11 33 12 t I♦ 44.4 0 ♦ ♦ 0 0 ♦ 0 t 43 1_ t 0 11 0 44 16 , r 0 ♦�.0 t t0 0 0 0 ♦ t PRO Peak -Hour: 07:30 AM - 08:30 AM Peak 15-Minute: 07:45 AM - 08:00 AM 3.5 0.0 4.6 4.7 25.0 i ♦� 0.0 6.1 National Data & Surveying Services 1J � �I�III 21r-Y40.199-008 This submittal needs b be scheduled fora puboc hearing In accord once with timelines set forth in the City of Miami Cede.The applica de decision -making bodywlll roldewihe information at the public hearing to render recommendation or a final decision. t 0.0 J 0 0 0 r 0.0 4.3 0.07. 0.0 t L t1 15-Min Count Period Beginning At NW 6th Ct Northbound NW 6th Ct Southbound SR 944/NW 54th St Eastbound SR 944/NW 54th St Westbound Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Total Hourly Total 07:00 AM 0 0 5 0 31 3 28 0 0 173 2 0 1 75 0 0 318 1535 07:15 AM 0 0 5 0 19 6 37 0 0 190 6 0 1 97 0 0 361 1623 07:30 AM 0 0 3 0 23 3 28 0 0 229 1 0 4 97 0 0 388 1662 07:45 AM 0 0 4 0 30 7 32 0 0 260 1 0 3 131 0 0 468 1653 08:00 AM 0 0 4 0 38 3 29 0 08:15 AM 1 0 0 0 26 3 26 0 O 240 1 0 O 230 1 0 3 88 0 0 406 1545 3 110 0 0 400 1139 08:30 AM 08:45 AM Peak 15-Min Flowrates O 0 5 0 O 0 1 0 Northbound 24 3 25 0 31 2 18 0 Southbound O 226 5 0 O 225 3 0 Eastbound 1 90 0 0 0 80 0 0 Westbound Left Thru Rot U R* Left Thru Rot U R* Left Thru Rot U R* Left Thru Rot U R* 379 739 360 360 Total All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses 4 0 16 0 O 0 0 0 12 O 0 0 0 152 28 128 0 8 4 4 0 12 0 0 0 0 O 1040 4 0 O 52 4 0 0 O 8 0 0 16 524 0 0 O 16 0 0 0 O 8 4 0 1912 88 24 20 LOCATION: NW 6th Ct & SR 944/NW 54th St CITY/STATE: Miami, FL ♦ 258 0 123 40 95 ♦ 1J j y 691 0 J t 0 571 Peak Hour Factor 860 a♦ 0.91 870 10 Z 2 ♦ 55 19 5 Alm 566 r 5 961 8 4 ♦ 0 ♦ ♦ o 2 1 I♦ t ♦ 11 0 , r 0 0 0 if PRO Peak -Hour: 04:30 PM - 05:30 PM Peak 15-Minute: 05:15 PM - 05:30 PM 2.2 0.0 2.2 2.2 0.0 i ♦� 0.0 ♦ 3.7 National Data & Surveying Services 21-144199-[]08 This submittal needs b be scheduled bra puboc hearing In accordance wM1h timelines set forth in the City of Miami Code. The applica de decision -making bodywlll review the information at the pubdc hearing to render a recommendation or a final decision. 0.0 J 0 0 r 0.0 2.1 I. 7.. 0.0 4. 0.0 L t 0 15-Min Count Period Beginning At NW 6th Ct Northbound NW 6th Ct Southbound SR 944/NW 54th St Eastbound SR 944/NW 54th St Westbound Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Total Hourly Total 04:00 PM 0 0 4 0 24 7 22 0 0 206 3 0 4 122 0 1 393 1583 04:15 PM 0 0 3 0 24 8 27 0 0 179 1 0 3 142 0 0 387 1623 04:30 PM 0 0 1 0 21 3 27 0 0 198 3 0 1 151 0 0 405 1707 04:45 PM 0 0 1 0 19 4 27 0 0 209 3 0 2 133 0 0 398 1702 05:00 PM 2 0 1 0 30 15 37 0 0 216 1 0 0 130 0 1 433 1700 05:15 PM 05:30 PM 05:45 PM Peak 15-Min Flowrates O 0 3 0 O 0 3 0 1 0 2 0 Northbound 25 18 32 0 26 13 27 0 29 4 33 0 Southbound O 237 3 0 O 209 2 0 O 196 1 0 Eastbound 1 152 0 0 3 117 0 0 1 129 0 0 Westbound Left Thru Rot U R* Left Thru Rot U R* Left Thru Rot U R* Left Thru Rot U R* 471 400 396 1267 796 396 Total All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses 8 0 12 0 O 0 0 0 12 O 0 0 0 120 72 148 0 4 4 12 0 12 0 0 0 0 O 948 12 0 O 32 0 0 4 O 8 0 4 8 608 0 4 0 20 0 0 0 4 8 0 0 1940 72 28 20 LOCATION: NW 6th Ave & SR 944/NW 54th St CITY/STATE: Miami, FL 440 364 J 716 a♦ 1087 7 i ♦ 7 O 530 O 0 0 10 ♦ Peak Hour Factor 136 573 0.92 0 of 19 J 28 Alm 437 r 0 724 30 I 3 3 30 8 41 4 ♦ 0 16 0 , r 0 ♦ h ♦ �0 O 0 0 PRO Peak -Hour: 07:30 AM - 08:30 AM Peak 15-Minute: 07:45 AM - 08:00 AM 3.6 5.2 3.9 4.3 0.0 i ♦� 0.0 0.0 National Data & Surveying Services 21-140199-009 This submittal needs b be scheduled bra puboc hearing In accordance with timelines set forth in the City of Miami Cede.The applica de decision -making bodywlll review the information at the public hearing to render recommendation or a final decision. t 0.0 J 0 0 0 J r 0.0 3.9 I. 7. 0.0 0.0 L t 0 2 ♦ ♦ 4 0 0 1 ..[Q] z r 15-Min Count Period Beginning At NW 6th Ave Northbound NW 6th Ave Southbound SR 944/NW 54th St Eastbound SR 944/NW 54th St Westbound Left Thru Rgt U R' Left Thru Rgt U R' Left Thru Rgt U R' Left Thru Rgt U R' Total Hourly Total 07:00 AM 0 10 0 0 0 0 0 0 83 121 0 0 0 78 36 0 328 1552 07:15 AM 0 8 0 0 0 0 0 0 70 149 0 0 0 100 29 0 356 1629 07:30 AM 0 7 0 0 0 0 0 0 87 165 3 0 0 98 48 0 408 1701 07:45 AM 0 6 2 0 0 0 0 0 107 179 1 0 0 135 30 0 460 1680 08:00 AM 1 7 4 0 0 0 0 0 95 173 3 0 0 91 31 0 405 1600 08:15 AM 2 10 2 0 0 0 0 0 75 199 0 0 0 113 27 0 428 1195 08:30 AM 08:45 AM Peak 15-Min Flowrates 1 10 0 0 1 11 1 0 Northbound O 0 0 0 O 0 0 0 Southbound 75 175 1 0 69 190 0 0 Eastbound O 86 39 0 O 79 29 0 Westbound Left Thru Rot U R' Left Thru Rot U R' Left Thru Rot U R' Left Thru Rot U R* 387 767 380 380 Total All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses 8 40 16 0 O 0 0 0 12 O 0 4 0 O 0 0 0 O 0 0 0 12 O 0 0 0 428 796 12 0 24 36 0 0 0 0 4 4 0 O 540 192 0 O 20 12 0 0 O 8 0 0 2032 92 24 20 LOCATION: NW 6th Ave & SR 944/NW 54th St CITY/STATE: Miami, FL 542 212 J 759 ♦ O 370 O 0 0 Peak Hour Factor 131 679 0.93 986 15 i 2 ♦ 23 0 ♦ 540 r 8 778 2727 r►�♦ 48 3 ♦ 0 0 , r 0 O 0 if Peak -Hour: 04:45 PM - 05:45 PM Peak 15-Minute: 05:15 PM - 05:30 PM 1.8 2.4 2.2 2.2 0.0 i ♦� 0.0 ♦ 0.0 PRO ♦ National Data & Surveying Services 21-140199-009 This submittal needs b be scheduled bra public hearing In accordance wM1h timelines set forth in the City of Miami Code. The applica de decision -making bodywlll reNew the information at the public hearing to render a recommendation or a anal decision. 0.0 J 0 0 0 J PZ-21-10809 12/16/21 r 0.0 2.2 I. 7.. 0.0 0.0 L t 0 5 7 7+01♦ 0 1 15-Min Count Period Beginning At NW 6th Ave Northbound NW 6th Ave Southbound SR 944/NW 54th St Eastbound SR 944/NW 54th St Westbound Left Thru Rgt U R' Left Thru Rgt U R' Left Thru Rgt U R' Left Thru Rgt U R' Total Hourly Total 04:00 PM 0 3 1 0 0 0 0 0 43 193 1 0 0 133 41 0 415 1642 04:15 PM 1 9 6 0 0 0 0 0 43 157 4 0 1 147 38 0 406 1651 04:30 PM 2 9 2 0 0 0 0 0 47 165 3 0 1 141 27 0 397 1706 04:45 PM 0 8 8 0 0 0 0 0 52 182 2 0 1 135 36 0 424 1713 05:00 PM 0 6 8 0 0 0 0 0 57 187 4 0 3 136 23 0 424 1683 05:15 PM 05:30 PM 05:45 PM Peak 15-Min Flowrates O 8 0 0 2 5 3 0 4 8 7 0 Northbound O 0 0 0 O 0 0 0 O 0 0 0 Southbound 54 198 6 0 49 192 3 0 36 189 1 0 Eastbound 1 148 46 0 3 121 26 0 3 123 23 0 Westbound Left Thru Rot U R' Left Thru Rot U R' Left Thru Rot U R' Left Thru Rot U R* 461 404 394 1259 798 394 Total All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses 8 32 32 0 O 0 0 0 12 O 0 4 0 O 0 0 0 O 0 0 0 16 O 0 0 0 228 792 24 0 8 28 0 0 0 0 8 0 0 12 592 184 0 O 16 16 0 0 O 8 0 0 1904 68 28 20 LOCATION: NW 2nd Ave & SR 944/NW 54th St CITY/STATE: Miami, FL 486 79 J 603 725 43 i ♦ 258 238 225 ♦ 59 158 21 1i ♦ b Peak Hour Factor t 34 480 0.95 3 ♦ 38 112 3 2 4 3 J 20 4. • 389 ✓ 57 710 236 ♦ 2 ♦ 1 ♦ 3 ♦ 1 4 L. t 4 • 17 ✓ 2 if PRO Peak-Hour: 07:45 AM - 08:45 AM Peak 15-Minute: 07:45 AM - 08:00 AM 4.1 3.8 3.3 3.3 2.3 i ♦� 2.6 National Data & Surveying Services 21-140199-010 2.7 This submittal needs b be scheduled bra puboc hearing In accordance with timelines set forth in the City of Miami Cede.The applica de decision -making bcdywlll review the information at the public hearing to render recommendation or a final decision. 5.4 J 0 4 1 J 0 r 3.5 3.2 I. 7.. 2.3 3.8 L t 0 ♦0 15-Min Count Period Beginning At NW 2nd Ave Northbound NW 2nd Ave Southbound SR 944/NW 54th St Eastbound SR 944/NW 54th St Westbound Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Total Hourly Total 07:00 AM 07:15 AM 07:30 AM 07:45 AM 7 8 12 12 18 20 27 28 8 7 23 26 0 0 0 0 5 5 4 5 18 28 27 50 12 16 26 16 0 0 0 0 6 17 16 33 90 113 126 126 10 14 18 11 0 0 0 0 9 14 14 12 71 70 81 113 8 10 3 9 0 0 0 0 262 322 377 441 1402 1553 1664 1679 08:00 AM 08:15 AM 08:30 AM 8 9 9 30 34 20 23 22 15 0 0 0 5 7 4 35 39 34 18 14 11 0 0 0 17 11 18 159 165 153 8 11 13 0 0 0 12 15 18 84 101 91 14 5 6 0 0 0 413 433 392 1605 1192 759 08:45 AM 9 23 25 0 Peak 15-Min Northbound Flowrates Left Thru Rot U 4 34 9 0 Southbound R* Left Thru Rot U 13 152 11 0 Eastbound R* Left Thru Rot U 17 66 4 0 Westbound R* Left Thru Rot U 367 367 R* Total All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses 48 136 104 0 4 8 8 0 8 4 8 0 0 28 200 72 0 4 4 4 0 8 0 8 0 0 132 660 52 0 8 36 4 0 8 4 0 0 0 72 452 56 0 4 28 8 0 8 0 0 0 0 2012 120 32 24 LOCATION: NW 2nd Ave & SR 944/NW 54th St CITY/STATE: Miami, FL 633 128 J 224 455 67 130 27 1i ♦ b 4. Peak Hour Factor t 68 684 0.97 590 a♦ A. 524 778 60 i r 92 749 ♦� 42 25 r►�♦ 259 132 ♦ 282 433 �♦ ♦� 5 ♦ ♦ 1 2 ♦ ♦ 2 5 0 ♦ 4 L. t 4 ♦I J o 15 8 r 3 ♦ h ♦ �2 1 6 2 ♦ 1 PRO Peak -Hour: 04:30 PM - 05:30 PM Peak 15-Minute: 05:15 PM - 05:30 PM 1.6 0.0 2.5 2.1 1.7 i ♦� 2.4 ♦ 3.2 National Data & Surveying Services 21-140199-010 This submittal needs b be scheduled fora puboc hearing In accordance with timelines set forth in the City of Miami Cede.The applica de decision -making bcdywlll review the information at the public hearing to render recommendation or a final decision. 2.3 0 r 3.3 2.3 I. 7. 1.5 2.1 L to 3 15-Min Count Period Beginning At NW 2nd Ave Northbound NW 2nd Ave Southbound SR 944/NW 54th St Eastbound SR 944/NW 54th St Westbound Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Total Hourly Total 04:00 PM 13 50 20 0 7 33 9 0 32 135 23 0 16 139 16 0 493 2039 04:15 PM 14 61 27 0 8 22 25 0 29 130 19 0 18 140 12 0 505 2077 04:30 PM 9 70 32 0 8 22 16 0 34 134 12 0 21 126 14 0 498 2119 04:45 PM 5 64 43 0 7 41 21 0 33 138 17 0 26 124 24 0 543 2107 05:00 PM 15 67 33 0 5 31 13 0 30 154 14 0 21 134 14 0 531 1997 05:15 PM 05:30 PM 05:45 PM Peak 15-Min Flowrates 13 58 24 0 8 66 16 0 11 48 25 0 Northbound 7 36 17 0 8 28 15 0 9 28 16 0 Southbound 31 164 17 0 27 154 15 0 28 138 14 0 Eastbound 24 140 16 0 22 113 14 0 14 94 8 0 Westbound Left Thru Rot U R* Left Thru Rot U R* Left Thru Rot U R* Left Thru Rot U R* 547 486 433 Total 1466 919 433 All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses 60 280 172 0 4 16 4 0 8 4 8 0 0 32 164 84 0 0 8 4 0 4 0 20 4 0 136 656 68 0 0 24 4 0 12 4 0 8 0 104 560 96 0 8 12 4 0 8 4 8 0 0 2412 88 32 60 LOCATION: N Miami Ave & SR 944/NW 54th St CITY/STATE: Miami, FL 444 162 J 676 427 99 520 57 Peak Hour Factor t 24 419 480 ♦ 0.93 ♦ 276 698 56 i r 119 610 ♦� 69 t r►�♦ 241 73 ♦ 695 383 I♦ 45 ♦ t 0 9 1 ♦ ♦ 4 j` t 0 17 21 r 5 ♦ h ♦ �3 2 8 3 ♦ 1 Peak -Hour: 07:45 AM - 08:45 AM Peak 15-Minute: 07:45 AM - 08:00 AM National Data & Surveying Services PRO ♦ 5.2 2.5 3.5 3.0 0.0 i ♦� 2.9 ♦ 2.0 21-140199-011 This submittal needs b be scheduled bra puboc hearing In accordance with timelines set forth in the City of Miami Cede.The applica de decision -making bodywlll review the information at the public hearing to render recommendation or a final decision. 3.3 J 1 3 0 J 0 r 4.2 3.4 I. 7. 4.1 3.4 L to ♦0 15-Min Count Period Beginning At N Miami Ave Northbound N Miami Ave Southbound SR 944/NW 54th St Eastbound SR 944/NW 54th St Westbound Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Total Hourly Total 07:00 AM 11 17 12 0 13 82 14 0 20 78 12 0 12 54 2 0 327 1835 07:15 AM 15 43 22 1 19 127 16 1 31 82 8 0 26 51 1 0 443 2058 07:30 AM 17 39 20 1 18 131 19 0 28 92 23 0 32 55 5 0 480 2155 07:45 AM 28 64 17 0 9 169 26 0 35 111 13 0 37 71 5 0 585 2176 08:00 AM 13 67 19 1 11 135 21 0 46 135 7 0 28 61 6 0 08:15 AM 11 59 18 0 15 112 27 0 47 120 14 0 35 75 7 0 08:30 AM 15 51 19 1 22 104 25 0 34 114 22 0 19 69 6 0 550 2069 540 1519 501 979 08:45 AM 13 45 25 0 Peak 15-Min Northbound Flowrates Left Thru Rot U 26 91 16 0 Southbound R* Left Thru Rot U 29 132 11 0 Eastbound R* Left Thru Rot U 32 55 3 0 Westbound R* Left Thru Rot U 478 478 R* Total All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses 112 268 76 4 4 20 8 0 16 0 12 0 0 88 676 108 0 4 12 0 0 20 0 8 4 0 188 540 88 0 8 24 0 0 4 0 0 0 0 148 300 28 0 8 36 0 0 4 0 0 0 0 2624 124 44 24 LOCATION: N Miami Ave & SR 944/NW 54th St CITY/STATE: Miami, FL 660 282 J 399 1030 108 235 56 1i ♦ b 4. Peak Hour Factor t 76 663 429 ♦ 0,9$ ♦ 466 746 35 i r 121 580 ♦� 86 67 r►�♦ 672 95 ♦ 391 853 �♦ ♦1 0 ♦ ♦ 0 ♦ ♦ 0 4 2 0 4.♦ 6 J I. t 3 10 ♦ ♦ 10 0 Z r 4 ♦ h ♦ �0 3 5 0 ♦ Peak -Hour: 04:45 PM - 05:45 PM Peak 15-Minute: 05:15 PM - 05:30 PM 2.6 2.1 2.3 2.1 0.0 i ♦� 3.5 ♦ 1.5 PRO ♦ National Data & Surveying Services T f' This submittal needs b be scheduled for a puboc hearing in accordance with timelines set forth in the City of Miami Code.The applica de decision -making bcdywill renew the infenndon at the pubdc hearing to render a recommendation or a final decision. 0.7 J 0 0 2 J PZ-21-10809 12/16/21 r 3.3 1.7 I. 7.. 0.0 0.9 L t 0 1 3 7h♦ 1 0 1 1 15-Min Count Period Beginning At N Miami Ave Northbound N Miami Ave Southbound SR 944/NW 54th St Eastbound SR 944/NW 54th St Westbound Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Total Hourly Total 04:00 PM 26 142 22 2 11 69 33 1 66 118 9 0 37 115 3 0 654 2546 04:15 PM 23 134 19 1 7 68 31 0 61 78 15 0 27 113 19 0 596 2542 04:30 PM 23 170 16 0 11 49 21 0 77 108 9 0 31 107 13 0 635 2627 04:45 PM 23 148 25 1 16 58 29 1 68 109 9 0 37 116 21 0 661 2661 05:00 PM 26 158 17 3 11 59 28 0 67 111 6 0 32 118 14 0 650 2555 05:15 PM 05:30 PM 05:45 PM Peak 15-Min Flowrates 17 181 24 0 15 185 29 1 17 133 23 1 Northbound 13 63 30 2 13 55 21 0 12 50 22 0 Southbound 75 99 12 0 72 110 8 0 67 98 12 0 Eastbound 25 118 22 0 27 114 19 0 32 73 15 0 Westbound Left Thru Rot U R* Left Thru Rot U R* Left Thru Rot U R* Left Thru Rot U R* 681 669 555 Total 1905 1224 555 All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses 104 740 116 12 8 8 0 0 16 4 0 4 0 64 252 120 8 0 4 12 0 24 0 0 0 0 300 444 48 0 8 12 0 0 4 4 4 0 0 148 472 88 0 8 16 8 0 0 4 4 0 0 2916 84 44 24 LOCATION: NE 2nd Ave & SR 944/NW 54th St CITY/STATE: Miami, FL ♦ 566 292 ♦ 84 378 104 ♦ 1J j y 4. 392 67 J t 45 349 Peak Hour Factor 420 aa♦ ♦ 254 537 50 i r 50 593 - 7▪ 18 r►♦ 54 180 69 ♦ 478 303 1 4 0.99 8 ♦ ♦ 3 ♦ ♦ 7 ♦ 4 t 2 7 ✓ 2 Peak -Hour: 07:45 AM - 08:45 AM Peak 15-Minute: 08:30 AM - 08:45 AM 7.4 7.5 3.8 4.3 4.0 i ♦�2~ ♦ 4.8 PRO 1' National Data & Surveying Services 21-140199-012 tt H This submittal needs b be scheduled bra puboc hearing In accordance wM1h timelines set forth in the City of Miami Code. The applica de decision -making bodywlll reNew the information at the pubdc hearing to render a recommendation or a anal decision. ♦ 8.9 J 0 3 0 J 0 PZ-21-10809 12/16/21 r 4.0 4.5 I. 11.2 L t 0 0 15-Min Count Period Beginning At NE 2nd Ave Northbound NE 2nd Ave Southbound SR 944/NW 54th St Eastbound SR 944/NW 54th St Westbound Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Total Hourly Total 07:00 AM 6 25 14 0 9 41 9 0 10 70 16 1 4 43 5 0 253 1454 07:15 AM 8 45 13 0 14 85 18 0 15 70 11 0 9 50 7 0 345 1631 07:30 AM 12 45 23 0 22 97 20 0 18 88 15 0 14 50 12 0 416 1728 07:45 AM 16 60 13 0 26 93 22 0 12 97 6 0 11 71 12 1 440 1755 08:00 AM 15 40 16 0 27 94 23 0 21 113 9 0 10 52 10 0 430 1716 08:15 AM 13 39 13 0 31 105 21 0 14 102 11 0 13 66 14 0 442 1286 08:30 AM 08:45 AM Peak 15-Min Flowrates 10 41 27 0 9 43 11 0 Northbound 20 86 18 0 25 83 16 0 Southbound 20 108 24 0 18 105 23 0 Eastbound 15 65 9 0 8 52 8 0 Westbound Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 443 844 401 401 Total All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses 64 240 108 0 20 24 16 0 8 0 12 12 0 124 420 92 0 12 28 12 0 16 0 8 0 0 84 452 96 0 12 24 4 0 20 0 0 0 0 60 284 56 4 4 16 4 0 16 4 0 0 0 2084 176 60 36 LOCATION: NE 2nd Ave & SR 944/NW 54th St CITY/STATE: Miami, FL ♦ 464 582 103 277 84 ♦ 1J ♦ y 619 86 J t 120 612 Peak Hour Factor 0.98 412 a♦ ♦ 436 540 42 i r 56 570 ♦7 . ,7_, 80 376 74 ♦ 375 530 ♦ 1♦ 44.4 il.14 2 J t1 9 Z r 2 6 14 1 ♦ ♦ PRO Peak -Hour: 04:45 PM - 05:45 PM Peak 15-Minute: 05:00 PM - 05:15 PM ♦ 2.9 2.3 2.2 2.2 2.4 i ♦� 7.5 ♦ 4.5 National Data & Surveying Services 21-140199-012 tt H Tills submittal needs to be scheduled fora puboc hearing In accordance whh tlmerines set forth in the City of Miami Code. The appll®de decision -making bodywlll reNew the information at the pubdc hearing to render a recommended on or a anal decision. 3.7 J 0 4 J PZ-21-10809 12/16/21 r 3.6 1.8 4.0 43 L t 3 ♦ ♦ 4 1,4-♦ 4- 2 6 0 15-Min Count Period Beginning At NE 2nd Ave Northbound NE 2nd Ave Southbound SR 944/NW 54th St Eastbound SR 944/NW 54th St Westbound Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Total Hourly Total 04:00 PM 23 90 21 0 21 69 26 0 21 89 21 0 15 96 24 0 516 1982 04:15 PM 14 88 18 0 19 49 19 0 14 82 10 0 13 108 27 0 461 2015 04:30 PM 12 98 24 0 18 62 25 0 12 79 4 0 8 102 21 0 465 2076 04:45 PM 18 91 15 0 21 73 23 0 24 103 10 0 14 117 31 0 540 2146 05:00 PM 22 105 19 0 17 65 30 0 23 103 9 0 13 116 27 0 549 2069 05:15 PM 24 80 22 0 29 57 23 0 16 106 8 0 15 117 25 0 522 1520 05:30 PM 16 100 18 0 17 82 27 0 23 100 15 0 14 86 37 0 535 998 05:45 PM 12 94 18 0 Peak 15-Min Northbound Flowrates Left Thru Rot U 18 63 22 0 Southbound R* Left Thru Rot U 19 98 6 0 Eastbound R* Left Thru Rot U 13 78 22 0 Westbound R* Left Thru Rot U 463 463 R* Total All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses 96 420 88 0 8 20 4 0 16 0 12 0 0 116 328 120 0 0 16 8 0 24 8 8 0 0 96 424 60 0 4 12 4 0 12 4 4 4 0 60 468 148 0 4 16 4 0 20 4 12 8 0 2424 100 72 64 596 25 i LOCATION: NE 3rd Ave & SR 944/NW 54th St CITY/STATE: Miami, FL 47 42 32 1 14 ♦ 1J j y 357 34 J t 8 316 Peak Hour Factor 537 38 47 3 0 25 0.93 A. 287 r 21 593 0 42 80 2 4. ♦ 0 ♦ 3 0 0 I� t 0 ♦ 12 0 , r ♦ h ♦ �0 1 0 0 PRO Peak -Hour: 07:45 AM - 08:45 AM Peak 15-Minute: 07:45 AM - 08:00 AM 4.2 2.9 4.7 4.4 0.0 i National Data & Surveying Services El I 21.140199.019 l L� II+�I' I R•- 1 2.1 This submittal needs b be scheduled bra puboc hearing In accordance wM1h timelines set forth in the City of Miami Code. The applica de decision -making bodywlll review the information at the pubdc hearing to render a recommendation or a final decision. 0.0 7. r 4.8 4.2 0.0 1.3 _100 0 0 ♦ 4 0 J t 2 ♦ 0 15-Min Count Period Beginning At NE 3rd Ave Northbound NE 3rd Ave Southbound SR 944/NW 54th St Eastbound SR 944/NW 54th St Westbound Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Total Hourly Total 07:00 AM 7 0 12 0 3 1 8 0 4 77 3 0 2 38 2 0 157 859 07:15 AM 7 1 10 0 2 0 7 0 1 99 2 0 5 57 1 0 192 927 07:30 AM 14 1 14 0 6 0 13 0 6 114 1 0 6 53 3 0 231 1014 07:45 AM 16 0 16 0 5 0 7 0 7 137 6 1 6 76 2 0 279 1039 08:00 AM 8 0 7 0 3 1 4 0 6 127 6 1 2 58 2 0 225 994 08:15 AM 5 0 9 0 5 0 14 0 8 145 7 1 6 77 2 0 279 1005 08:30 AM 9 0 10 0 1 0 7 0 10 128 6 0 7 76 2 0 256 957 08:45 AM 09:00 AM 09:15 AM 09:30 AM 09:45 AM Peak 15-Min Flowrates 9 1 7 0 4 0 9 0 5 0 6 0 8 1 10 0 5 0 15 0 Northbound 4 0 10 0 1 0 6 0 2 0 5 0 5 0 3 0 2 0 6 0 Southbound 8 130 5 0 2 125 4 0 10 111 4 0 2 110 6 0 3 99 3 0 Eastbound 4 56 0 0 6 77 1 1 0 88 0 0 5 90 0 0 3 84 1 0 Westbound Left Thru Rat U R* Left Thru Rat U R* Left Thru Rat U R* Left Thru Rat U R* 234 236 231 240 221 Total 941 928 692 461 221 All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses 64 0 4 0 0 0 8 0 0 4 0 64 0 20 4 56 0 O 0 4 0 12 O 0 0 0 40 580 28 4 4 44 0 0 0 0 8 0 0 28 308 8 0 4 24 0 0 4 0 0 0 0 1204 84 24 12 LOCATION: NE 3rd Ave & SR 944/NW 54th St CITY/STATE: Miami, FL 50 65 35 3 12 ♦ 1J j y 606 48 J t 14 590 Peak Hour Factor 465 a♦ 0.95 560 47 i ♦� 28 83 6 Alm 543 r 33 521 75 3 L • 0 • 1 0 0 Li t Peak -Hour: 04:45 PM - 05:45 PM Peak 15-Minute: 05:15 PM - 05:30 PM National Data & Surveying Services PRO 1.3 2.1 1.5 1.4 0.0 i ♦7., 0.0 0.0 J1 0 0 0 This submittal needs b be scheduled bra puboc hearing In accordance wM1h timelines set forth in the City of Miami Code. The applica de decision -making bodywlll review the information at the pubdc hearing to render a recommendation or a final decision. 1 21.140199.019 0 7 0 lL� III 4-14 .1 33.3 L t 0 7 ✓ 2 e t z 1 r 7.1 * ,7 15-Min Count Period Beginning At NE 3rd Ave Northbound NE 3rd Ave Southbound SR 944/NW 54th St Eastbound SR 944/NW 54th St Westbound Left Thru Rgt U R Left Thru Rgt U R Left Thru Rgt U R Left Thru Rgt U Total Hourly Total 02:00 PM 02:15 PM 02:30 PM 02:45 PM 03:00 PM 03:15 PM 03:30 PM 03:45 PM 04:00 PM 04:15 PM 04:30 PM 9 1 7 0 3 0 8 0 8 0 9 0 6 0 12 0 7 0 14 0 5 0 7 0 10 0 11 1 6 0 2 0 7 4 8 0 4 1 8 0 5 0 2 0 1 0 6 0 4 1 6 0 5 0 4 0 3 0 10 0 2 1 4 0 1 0 7 0 1 0 5 0 1 0 5 0 3 1 7 0 6 1 8 0 2 3 9 0 3 90 7 1 6 75 5 0 7 112 12 0 10 108 11 0 8 113 10 0 8 99 8 0 7 131 11 1 11 104 8 1 18 108 8 0 18 96 7 0 9 97 5 0 14 109 3 0 7 103 2 0 7 77 2 0 11 92 2 0 12 101 5 0 5 143 1 0 7 130 4 0 15 128 3 1 12 119 8 1 7 134 5 0 11 123 3 0 251 220 243 265 277 284 319 285 304 295 269 979 1005 1069 1145 1165 1192 1203 1153 1191 1191 1230 04:45 PM 8 1 12 0 1 1 6 0 12 116 11 2 6 142 5 0 323 1275 05:00 PM 7 0 11 0 4 0 10 0 10 112 11 0 10 127 1 1 304 1221 05:15 PM 05:30 PM 05:45 PM 06:00 PM 06:15 PM 06:30 PM 06:45 PM Peak 15-Min Flowrates 3 1 14 0 10 1 7 0 5 0 8 0 7 1 11 0 2 0 6 0 4 0 8 0 4 0 8 0 Northbound 1 0 12 0 6 2 7 0 5 1 8 0 5 1 4 0 1 0 5 1 1 0 7 0 1 0 5 0 Southbound 14 119 15 0 10 118 10 0 16 106 4 0 17 104 13 1 14 94 13 0 12 106 7 3 12 99 12 0 Eastbound 10 141 4 0 6 133 4 0 14 97 5 0 5 117 4 0 7 137 4 0 10 120 1 0 13 104 1 0 Westbound Left Thru Rat U R* Left Thru Rat U R* Left Thru Rat U R* Left Thru Rat U R* 334 314 269 290 284 279 259 Total 1207 1157 1122 1112 822 538 259 All Vehicles 40 4 56 0 24 8 48 0 56 476 60 8 40 568 20 4 1412 Heavy Trucks 0 4 0 0 0 0 0 0 4 16 0 0 0 16 4 0 44 Pedestrians 4 8 20 4 36 Bicycles 0 0 0 0 0 0 0 0 0 4 0 0 8 16 0 0 28 Buses Stopped Buses LOCATION: Federal Hwy & SR 944/NW 54th St CITY/STATE: Miami, FL 303 45 J 367 199 45 265 57 1i ♦ b 4. Peak Hour Factor t 23 269 400 a♦ 0,92 ♦ 174 596 151 i r 72 573 ♦� 84 t r►�♦ 131 116 ♦ 488 331 I♦ 44.2 2 ♦ ♦ 2 1 At ♦ 4 4 3 0 4.♦ . 2 J. ., t 1 21 ♦ 8 , r 0 7.1044 0 Peak -Hour: 07:45 AM - 08:45 AM Peak 15-Minute: 07:45 AM - 08:00 AM National Data & Surveying Services PRO ♦ 4.0 4.4 5.3 4.0 0.7 i ♦ 0.0 ♦ 0.8 1J This submittal needs b be scheduled bra puboc hearing In accordance with timelines set forth in the City of Miami Cede.The applica de decision -making bcdywlll review the information at the public hearing to render recommendation or a final decision. 3.1 r 0.0 3.7 I. 7- 0.0 1.2 1 0 40/ ♦ 4 t 0 ♦3 ♦ 0 Z r 0 7410♦ 0 2 0 4.1 L J t z- r 15-Min Count Period Beginning At Federal Hwy Northbound Federal Hwy Southbound SR 944/NW 54th St Eastbound SR 944/NW 54th St Westbound Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Total Hourly Total 07:00 AM 10 14 12 0 2 18 3 0 15 45 27 0 14 30 7 0 197 1172 07:15 AM 12 11 10 0 2 27 7 0 11 53 37 0 34 35 2 0 241 1346 07:30 AM 7 19 19 0 8 39 8 0 10 85 38 0 37 37 3 0 310 1499 07:45 AM 19 30 36 0 16 86 12 0 12 94 43 0 25 46 5 0 424 1563 08:00 AM 14 34 22 0 13 73 16 0 13 103 36 0 14 22 11 0 08:15 AM 27 31 26 0 21 70 7 0 12 93 38 0 8 57 4 0 08:30 AM 24 36 32 0 7 36 10 0 8 110 34 0 25 49 3 0 371 1463 394 1092 374 698 08:45 AM 17 31 24 0 Peak 15-Min Northbound Flowrates Left Thru Rot U 5 41 11 0 Southbound R* Left Thru Rot U 10 70 47 0 Eastbound R* Left Thru Rot U 24 38 6 0 Westbound R* Left Thru Rot U 324 324 R* Total All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses 108 144 144 0 O 8 0 0 16 O 8 0 0 84 344 64 0 O 8 8 0 8 O 4 0 0 52 440 172 0 4 32 4 0 8 4 4 4 0 100 228 44 0 O 16 4 0 8 O 0 0 0 1924 84 40 24 LOCATION: Federal Hwy & SR 944/NW 54th St CITY/STATE: Miami, FL 598 95 J 257 454 ♦ 74 144 39 1i ♦ b Peak Hour Factor t 63 438 271 a♦ 0.94 ♦ 332 509 143 i r 43 436 ♦72♦r►�♦ 19296 26 ♦ 330 614 ♦ .0 4 ♦ ♦ 4. Am 1 0 2 J. ., t 4 0 , r 0 ♦ h ♦ �0 2 0if 0 Peak -Hour: 04:45 PM - 05:45 PM Peak 15-Minute: 05:15 PM - 05:30 PM National Data & Surveying Services PRO ♦ 1.3 2.1 1.5 1.2 0.0 i ♦ 0.3 J 413 J This submittal needs b be scheduled bra puboc hearing In accordance with timelines set forth in the City of Miami Cede.The applica de decision -making bcdywlll review the information at the public hearing to render recommendation or a final decision. ♦ 0.0 r 0.0 0.9 I. 7. 0.0 0.3 L t 0 15-Min Count Period Beginning At Federal Hwy Northbound Federal Hwy Southbound SR 944/NW 54th St Eastbound SR 944/NW 54th St Westbound Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Total Hourly Total 04:00 PM 48 49 39 0 11 16 15 0 21 60 41 0 14 80 12 0 406 1632 04:15 PM 48 69 32 0 5 20 10 0 22 62 31 0 9 90 13 0 411 1640 04:30 PM 48 56 21 0 5 21 12 0 12 48 27 0 14 70 15 0 349 1715 04:45 PM 52 74 33 0 2 32 16 0 24 75 39 0 20 89 10 0 466 1818 05:00 PM 39 70 25 0 7 33 14 0 22 64 32 0 8 87 13 0 414 1766 05:15 PM 05:30 PM 05:45 PM Peak 15-Min Flowrates 54 82 32 0 47 70 36 0 45 76 32 0 Northbound 16 38 21 0 14 41 23 0 15 40 18 0 Southbound 29 71 35 0 20 61 37 0 14 59 32 0 Eastbound 8 81 19 0 7 75 21 0 5 56 22 0 Westbound Left Thru Rot U R* Left Thru Rot U R* Left Thru Rot U R* Left Thru Rot U R* 486 452 414 1352 866 414 Total All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses 216 328 144 0 8 0 0 0 12 4 4 0 0 64 164 92 0 O 4 0 0 8 O 0 4 0 116 300 156 0 4 12 0 0 16 4 4 4 0 80 356 84 0 O 16 0 0 4 O 16 0 0 2100 44 40 40 LOCATION: US 1/Biscayne Blvd & SR 944/NW 54th St CITY/STATE: Miami, FL 1613 1092 170 1443 0 272 297 J t 0 0 Peak Hour Factor 0 ♦ 0.97 536 239 ♦7h. 102 795 1682 Peak -Hour: 07:30 AM - 08:30 AM Peak 15-Minute: 07:45 AM - 08:00 AM National Data & Surveying Services PRO 1' 2.2 3.7 0.0 3.4 2.9 i ♦� 2.9 4, 1 Jd 21-140199.O14 0 J 1.7 This submittal needs to be scheduled fora puboc hearing In accordance with timelines set forth in the city of Miami Cede.The applica de decision -making bcdywlll review the information at the public hearing to render recommendation or a final decision. 2.8 r 0.0 0.0 I. 7. 0.0 2.8 0 1 0 ♦ 4 t 0 15-Min Count Period Beginning At US 1/Biscayne Blvd Northbound US 1/Biscayne Blvd Southbound SR 944/NW 54th St Eastbound SR 944/NW 54th St Westbound Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Total Hourly Total 07:00 AM 07:15 AM 07:30 AM 07:45 AM 16 15 27 24 121 169 213 213 0 0 0 0 0 1 2 1 0 0 0 0 320 336 371 349 35 55 56 46 0 0 0 0 34 43 58 79 0 0 0 0 18 29 49 72 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 544 648 776 784 2752 2935 3046 2999 08:00 AM 08:15 AM 17 199 0 0 31 170 0 0 O 348 32 0 O 375 36 0 80 0 51 0 80 0 67 0 O 0 0 0 O 0 0 0 727 2849 759 2122 08:30 AM 08:45 AM Peak 15-Min Flowrates 21 158 0 4 23 151 0 2 Northbound O 349 59 0 O 308 42 0 Southbound 83 0 55 0 57 0 51 0 Eastbound O 0 0 0 O 0 0 0 Westbound Left Thru Rot U R* Left Thru Rot U R* Left Thru Rot U R* Left Thru Rot U R* 729 1363 634 634 Total All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses 124 852 0 8 8 32 0 0 0 0 8 0 0 O 1500 224 0 O 36 8 0 4 O 4 0 0 320 0 288 0 20 0 20 0 24 0 0 4 0 O 0 0 0 O 0 0 0 0 O 0 0 0 3316 124 28 16 LOCATION: US 1/Biscayne Blvd & SR 944/NW 54th St CITY/STATE: Miami, FL 440 263 J 0 ♦ 429 166 i 909 892 1426 149 743 0 1i ♦ b Peak Hour Factor t 0 0 0.95 Peak -Hour: 04:45 PM - 05:45 PM Peak 15-Minute: 04:45 PM - 05:00 PM National Data & Surveying Services PRO 4, 1.4 0.8 0.0 0.9 1.2 i ♦� 1 1.4 1 Jd 21-140199.O14 1.8 J 3 This submittal needs to be scheduled fora puboc hearing In accordance with timelines set forth in the city of Miami Cede.The applica de decision -making bcdywlll review the information at the public hearing to render recommendation or a final decision. 1.9 4 r 0.0 0.0 I. 7.. 0.0 1.8 + L t 0 ♦]fM ♦ 0 0 r 0 7+13♦05 0 J b L J t z- r 15-Min Count Period Beginning At US 1/Biscayne Blvd Northbound US 1/Biscayne Blvd Southbound SR 944/NW 54th St Eastbound SR 944/NW 54th St Westbound Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Total Hourly Total 04:00 PM 04:15 PM 04:30 PM 04:45 PM 46 67 55 69 251 264 255 280 0 0 0 0 2 0 2 2 0 0 0 0 220 201 188 228 59 45 48 47 0 0 0 0 65 61 48 72 0 0 0 0 46 35 29 36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 689 673 625 734 2721 2677 2707 2775 05:00 PM 05:15 PM 05:30 PM 66 71 81 249 310 324 O 1 O 0 O 1 0 0 0 186 170 159 45 33 24 0 0 0 60 66 65 0 0 0 38 53 39 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 645 703 693 2650 2005 1302 05:45 PM 61 276 0 1 Peak 15-Min Northbound Flowrates Left Thru Rot U O 138 20 0 Southbound R* Left Thru Rot U 46 0 67 0 Eastbound R* Left Thru Rot U O 0 0 0 Westbound R* Left Thru Rot U 609 609 R* Total All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses 324 1296 0 8 8 32 0 0 12 8 12 0 0 O 912 188 0 O 20 4 0 12 O 12 8 0 288 0 212 0 4 0 8 0 36 4 0 0 0 O 0 0 0 O 0 0 0 0 O 0 0 0 3228 76 60 44 LOCATION: NE 2nd Ave & NE 51st St CITY/STATE: Miami, FL ♦ 464 290 51 395 18 75 37 J t 41 75 Peak Hour Factor 0 ♦ 0.88 ♦ o 65 28 r 34 38 ♦� 21 r►�♦ 24 212 20 ♦ 457 256 I♦ ♦I 3 ♦ ♦ 1 3 ♦ ♦ 5 -r° 41- It 1 23 0 ♦ ♦ 4 2 J ., t 0 ♦ 0 , r 0 0 19 0 Peak -Hour: 07:30 AM - 08:30 AM Peak 15-Minute: 07:30 AM - 07:45 AM 1.3 5.4 0.0 4. 4.6 3.6 i ♦� 0.0 ♦ 5.3 PRO ♦ National Data & Surveying Services 21.140199-015 This submittal needs b be scheduled bra puboc hearing In accord once wM1h timelines set forth in the City of Miami Code. The applica de decision -making body NOR reNew the information at the pubdc hearing to render a recommendation or a anal decision. ♦ 9.0 J 0 6 0 J PZ-21-10809 12/16/21 r 0.0 0.0 0.07. 7.4 L t 0 15-Min Count Period Beginning At NE 2nd Ave Northbound NE 2nd Ave Southbound NE 51st St Eastbound NE 51st St Westbound Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Total Hourly Total 07:00 AM 8 36 2 0 1 51 11 0 3 0 5 0 8 0 9 0 134 781 07:15 AM 4 55 5 0 1 90 9 0 6 0 3 0 7 0 4 0 184 854 07:30 AM 4 59 6 0 4 111 15 0 8 0 15 0 9 0 14 0 245 860 07:45 AM 7 59 3 0 3 92 14 0 13 0 9 0 9 0 9 0 218 850 08:00 AM 7 54 4 0 4 97 10 0 9 0 2 0 11 0 9 0 207 829 08:15 AM 6 40 7 0 7 95 12 0 7 0 2 0 5 0 9 0 190 622 08:30 AM 08:45 AM Peak 15-Min Flowrates 7 54 8 0 4 49 8 0 Northbound 4 114 18 0 7 104 11 0 Southbound 10 1 5 0 1 0 2 0 Eastbound 5 0 9 0 5 0 6 0 Westbound Left Thru Rot U R* Left Thru Rot U R* Left Thru Rot U R* Left Thru Rot U R* 235 432 197 197 Total All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses 28 236 28 0 O 28 0 0 0 O 24 0 0 28 444 60 0 O 32 4 0 8 O 12 0 0 52 0 60 0 8 0 4 0 16 0 0 0 0 44 0 56 0 0 0 0 0 16 4 0 0 0 1036 76 40 40 LOCATION: NE 2nd Ave & NE 51st St CITY/STATE: Miami, FL 1' 9 381 18 ♦ +0 j y 408 510 20 48 J t 28 56 Peak Hour Factor 0 a♦ 68 20 .7 ♦ 429 0.95 11 434 3 0 5 ♦ 1 ilj2 3 J 0 1z ♦�0 22 h ♦ 0 r 28 61 488 0 • 2 ♦ 2 Am 7 1. 0 4 t 0 0 Peak-Hour: 04:45 PM - 05:45 PM Peak 15-Minute: 05:00 PM - 05:15 PM National Data & Surveying Services PRO 4, 10.5 6.3 o.o 5.9 5.0 i ♦7., 0.0 21.140199-015 4.7 J 0 0 This submittal needs b be scheduled bra puboc hearing In accordance wM1h timelines set forth in the City of Miami Code. The applica de decision -making bodywlll review the information at the pubdc hearing to render a recommendation or a final decision. ♦ 5.1 r 0.0 0.0 4.5 10 0 t 0 ♦jf�s ♦ 0 0 r 0 0 5 0 b 1_ J- t z- r 15-Min Count Period Beginning At NE 2nd Ave Northbound NE 2nd Ave Southbound NE 51st St Eastbound NE 51st St Westbound Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Total Hourly Total 04:00 PM 04:15 PM 04:30 PM 04:45 PM 05:00 PM 3 2 1 3 0 115 117 115 109 111 11 4 8 8 9 0 0 0 9 7 4 2 5 96 72 74 101 102 1 0 5 4 2 0 0 0 0 9 4 7 13 17 0 0 0 0 0 8 9 6 5 8 0 0 0 0 0 9 12 3 8 2 0 0 0 0 0 15 11 4 5 13 0 0 0 0 0 278 238 228 258 269 1002 993 987 1020 1012 05:15 PM 0 106 12 1 05:30 PM 7 108 14 0 6 83 3 0 5 95 0 0 7 0 1 0 11 0 6 0 6 0 7 0 12 0 3 0 232 743 261 511 05:45 PM 1 112 15 0 Peak 15-Min Northbound Flowrates Left Thru Rot U 4 88 2 0 Southbound R* Left Thru Rot U 8 0 5 0 Eastbound R* Left Thru Rot U 7 0 8 0 Westbound R* Left Thru Rot U 250 250 R* Total All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses 28 444 56 4 O 28 0 0 0 O 12 0 0 24 408 16 0 O 24 4 0 8 O 20 0 0 68 0 32 0 8 0 4 0 20 0 0 0 0 48 0 52 0 O 0 0 0 8 O 0 0 0 1180 68 36 32 LOCATION: US 1/Biscayne Blvd & NE 50th Terrace CITY/STATE: Miami, FL ♦ 1656 921 0 1625 31 0 0 J t 14 85 Peak Hour Factor 0.97 O a♦ ♦ 0 0 0 Z r 71 77 0 907 ♦ 1696 953 4-1 O ♦ ♦ 2 O ♦ ♦ 3 ♦It 0 24 1 4.♦ 4 O J + t 0 ♦ 0 O , r 0 7.,025 if ♦ Peak -Hour: 07:30 AM - 08:30 AM Peak 15-Minute: 08:15 AM - 08:30 AM National Data & Surveying Services PRO ♦ 0.0 0.0 o.o o.o o.o ♦� 0.0 ♦ 21-140199-016 1.4 This submittal needs b be scheduled bra puboc hearing In accordance wM1h timelines set forth in the city of Miami Code. The applica de decision -making bodywlll relew the information at the pubdc hearing to render a recommendation or a final decision. 2.8 J 0 7 0 J r 0.0 2.8 2.7 L t 0 15-Min Count Period Beginning At US 1/Biscayne Blvd Northbound US 1/Biscayne Blvd Southbound NE 50th Terrace Eastbound NE 50th Terrace Westbound Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Total Hourly Total 07:00 AM 0 130 6 0 1 332 0 2 0 0 0 0 13 0 1 0 485 2420 07:15 AM 0 189 6 0 1 366 0 0 0 0 0 0 18 0 2 0 582 2582 07:30 AM 0 244 8 0 4 402 0 2 0 0 0 0 19 0 2 0 681 2694 07:45 AM 0 239 10 0 4 398 0 0 0 0 0 0 18 0 3 0 672 2597 08:00 AM 0 215 12 0 5 385 0 1 0 0 0 0 25 0 4 0 647 2512 08:15 AM 08:30 AM 08:45 AM Peak 15-Min Flowrates O 209 16 0 O 170 10 0 O 170 21 0 Northbound 12 440 0 3 9 365 0 2 6 361 0 3 Southbound O 0 0 0 O 0 0 0 O 0 0 0 Eastbound 9 0 5 0 19 0 9 0 17 0 9 0 Westbound Left Thru Rot U R* Left Thru Rot U R* Left Thru Rot U R* Left Thru Rot U R* 694 584 587 Total 1865 1171 587 All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses O 976 64 0 O 40 4 0 4 O 12 0 0 48 1760 0 12 4 36 0 0 4 0 12 0 0 O 0 0 0 O 0 0 0 0 O 0 0 0 100 0 20 0 0 0 0 0 8 4 0 0 0 2980 84 16 28 LOCATION: US 1/Biscayne Blvd & NE 50th Terrace CITY/STATE: Miami, FL ♦ 1010 1326 0 993 17 ♦ 1J j y 0 0 J t 13 65 Peak Hour Factor 0 a♦ 0 0 0 1045 _14 0 0 At ♦ 0 J 0 0.96 0 r 52 73 1313 156 1369 1 ♦ ♦ 1 Am 7 24 0 I� t PRO Peak -Hour: 04:00 PM - 05:00 PM Peak 15-Minute: 04:45 PM - 05:00 PM 0.0 0.0 0.0 0.0 0.0 ♦� 0.0 National Data & Surveying Services 21-140199-016 2.3 This submittal needs b be scheduled bra puboc hearing In accordance wM1h timelines set forth in the city of Miami Code. The applica de decision -making bodywlll review the information at the pubdc hearing to render a recommendation or a final decision. 2.2 J 0 5 O J r 0.0 0.0 I. 7. 0.0 2.1 L t 0 O ♦ ✓ ♦ 0 o Z r 0 0 5_I *I to L r;) 0 J t z- r 15-Min Count Period Beginning At 04:00 PM 04:15 PM 04:30 PM US 1/Biscayne Blvd Northbound US 1/Biscayne Blvd Southbound NE 50th Terrace Eastbound NE 50th Terrace Westbound Left Thru Rgt U R* 0 0 0 319 342 313 15 16 13 0 0 0 Left Thru Rgt U R* 5 1 1 265 235 229 O 0 O 3 O 0 Left Thru Rgt U R* O 0 0 0 O 0 0 0 O 0 0 0 Left Thru Rgt U R* 11 0 4 0 17 0 3 0 13 0 4 0 Total 619 617 573 Hourly Total 2444 2400 2406 04:45 PM 05:00 PM 05:15 PM 05:30 PM 05:45 PM Peak 15-Min Flowrates O 339 12 0 O 327 13 0 O 381 10 0 O 379 12 0 O 343 16 0 Northbound 5 2 7 3 10 264 219 205 199 188 0 0 0 0 0 Southbound 2 0 3 5 3 O 0 0 O 0 0 O 0 0 O 0 0 O 0 0 Eastbound 0 0 0 0 0 11 0 2 0 12 0 2 0 11 0 6 0 11 0 0 0 9 0 4 0 Westbound Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* 635 575 623 609 573 Total 2442 2380 1805 1182 573 All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses O 1368 64 0 O 36 0 0 8 O 8 0 0 20 1060 0 12 O 36 0 0 4 O 12 0 0 O 0 0 0 O 0 0 0 0 O 0 0 0 68 0 16 0 O 0 0 0 4 O 0 0 0 2608 72 16 20 LOCATION: N Miami Ave & NW 46th St CITY/STATE: Miami, FL ♦ 738 353 16 714 8 33 20 J t 4 24 Peak Hour Factor 25 ♦ 0.88 ♦ 9 74 29 r 11 56 8 329 ♦ 754 360 I♦ ♦I 1 ♦ ♦ 2 0 ♦ ♦ 0 1 11 1 1-4 ♦ 4 0 J + t 4 Z r 0 1 7 1 ♦ t Peak -Hour: 07:30 AM - 08:30 AM Peak 15-Minute: 07:45 AM - 08:00 AM National Data & Surveying Services PRO ♦ 6.1 0.0 0.0 00. 5.4 13.8 i ♦ 712.5 ., ♦ 2.0 J 0 2 0 J 1. T T 21-140199-017 4- This submittal needs b be scheduled bra puboc hearing In accordance wM1h timelines set forth in the City of Miami Code. The applica de decision -making bodywlll relew the information at the pubdc hearing to render a recommendation or a final decision. 2.1 7. r 0.0 3.6 4.3 2.5 L t 0 15-Min Count Period Beginning At N Miami Ave Northbound N Miami Ave Southbound NW 46th St Eastbound NW 46th St Westbound Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Total Hourly Total 07:00 AM 0 40 1 0 2 103 3 0 2 1 5 0 1 1 0 0 159 1006 07:15 AM 4 57 5 0 0 137 3 0 9 5 6 0 2 3 0 0 231 1164 07:30 AM 3 71 5 0 0 173 6 0 3 3 7 0 4 1 0 0 276 1196 07:45 AM 2 81 5 0 4 211 3 0 7 6 11 0 5 4 1 0 340 1171 08:00 AM 0 97 7 0 3 180 3 0 8 6 6 0 1 3 3 0 317 1075 08:15 AM 3 80 6 0 1 150 4 0 2 10 5 0 1 1 0 0 263 758 08:30 AM 08:45 AM Peak 15-Min Flowrates 3 72 1 0 2 79 6 0 Northbound 0 132 9 0 2 135 3 0 Southbound 10 3 16 0 4 2 7 0 Eastbound 0 4 1 0 1 3 0 0 Westbound Left Thru Rot U R* Left Thru Rot U R* Left Thru Rot U R* Left Thru Rot U R* 251 495 244 244 Total All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses 12 388 28 0 4 12 4 0 0 0 8 0 0 16 844 24 0 4 16 4 0 0 0 4 0 0 32 40 44 0 O 0 12 0 4 O 0 0 0 20 16 12 0 O 0 4 0 4 O 4 0 0 1476 60 8 16 LOCATION: N Miami Ave & NW 46th St CITY/STATE: Miami, FL ♦ 397 855 ♦ 25 370 2 ♦ 1J ♦ y Peak Hour Factor t 4 35 68 29 J 26 ♦ 0.94 ♦ 20 90 35 i r 11 55 23 822 ♦ 416 872 ♦ 1 0 2 ♦ ♦ 0 4 At ♦ 1 7- -7 8 0 0 J -, t 0 o 0 , r 0 0 7 if Peak -Hour: 04:45 PM - 05:45 PM Peak 15-Minute: 05:30 PM - 05:45 PM National Data & Surveying Services PRO ♦ 1.5 0.0 0.0 00. o.o o.o ♦� 0.0 ♦ 1.9 1. T 21-140199-017 4- This submittal needs b be scheduled bra puboc hearing In accordance with timelines set forth in the City of Miami Cede.The applica de decision -making bodywlll review the information at the public hearing to render recommendation or a final decision. ♦ 0.9 J 0 2 O J r 0.0 0.0 I. 7- 0.0 0.8 L t 0 O ♦�7 ♦ 0 o z r0 0 0 0 Ir,Q �� ♦ b� J t ih ♦ 15-Min Count Period Beginning At N Miami Ave Northbound N Miami Ave Southbound NW 46th St Eastbound NW 46th St Westbound Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Total Hourly Total 04:00 PM 4 156 2 0 1 87 10 0 14 3 4 0 1 7 1 0 290 1261 04:15 PM 4 163 5 0 2 71 8 0 6 9 4 0 1 7 2 0 282 1286 04:30 PM 8 195 6 0 0 93 5 0 4 8 9 0 4 8 0 0 340 1362 04:45 PM 6 182 12 0 0 106 4 0 9 8 16 0 2 4 0 0 349 1394 05:00 PM 4 187 2 0 0 86 7 0 8 6 4 0 3 7 1 0 315 1343 05:15 PM 3 234 6 0 1 77 10 0 4 6 7 0 4 5 1 0 358 1028 05:30 PM 05:45 PM Peak 15-Min Flowrates 10 219 7 0 5 162 11 0 Northbound 1 101 4 0 3 84 2 0 Southbound 8 6 8 0 4 13 6 0 Eastbound 2 4 2 0 4 3 1 0 Westbound Left Thru Rot U R* Left Thru Rot U R* Left Thru Rot U R* Left Thru Rot U R* 372 670 298 298 Total All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses 40 936 48 0 O 12 0 0 8 O 0 0 0 4 424 40 0 O 20 4 0 4 O 8 0 0 36 32 64 0 O 0 0 0 12 O 0 0 0 16 28 8 0 O 0 0 0 4 O 0 0 0 1676 36 28 8 LOCATION: NE 2nd Ave & NE 39th St CITY/STATE: Miami, FL 72 38 J 39 424 329 15 364 45 1i ♦ 4 4. Peak Hour Factor t 95 189 0.91 95 18 i 8 ♦ 427 18 3 14 ♦ 1 A. 49 r 45 100 19196 r►�♦ 220 ♦ 2 ♦ 5 • 5 23 1 I♦ t ♦ 1 0 , r 0 4, 0 23 if Peak -Hour: 07:15 AM - 08:15 AM Peak 15-Minute: 07:15 AM - 07:30 AM 1.4 0.0 National Data & Surveying Services 21-140199.018 PRO 2.6 4. 5.4 This submittal needs b be scheduled bra public hearing In accordance wM1h timelines set forth in the City of Miami Code. The applica de decision -making bodywlll reNew the information at the public hearing to render a recommendation or a anal decision. ♦ 11.7 J 0 4 0 J 0 0 , 7h0 ♦ 0 PZ-21-10809 12/16/21 r 0.0 2.0 I. 7. 0.0 10.5 L t 1 A. 1 ✓ 0 &op 4 1_ t r ,7 15-Min Count Period Beginning At NE 2nd Ave Northbound NE 2nd Ave Southbound NE 39th St Eastbound NE 39th St Westbound Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Total Hourly Total 07:00 AM 07:15 AM O 38 2 0 2 66 6 0 8 48 1 0 9 75 6 0 10 5 1 0 23 1 0 0 6 3 25 0 8 16 43 0 147 255 866 928 07:30 AM 07:45 AM 08:00 AM 1 3 2 54 36 40 6 0 2 0 2 0 15 14 7 88 100 101 6 0 3 0 0 0 12 1 2 10 13 15 5 2 11 0 0 0 15 14 7 10 10 13 28 16 8 0 0 250 214 209 870 831 821 08:15 AM 08:30 AM 08:45 AM Peak 15-Min Flowrates 4 38 6 0 2 35 11 0 2 38 10 0 Northbound 5 99 1 0 8 98 4 0 8 85 3 0 Southbound 1 9 5 0 2 7 3 0 2 12 3 0 Eastbound 8 10 11 0 18 8 15 0 11 12 18 0 Westbound Left Thru Rot U R* Left Thru Rot U R* Left Thru Rot U R* Left Thru Rot U R* 197 211 204 Total 612 415 204 All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses 12 264 24 0 O 32 0 0 20 O 12 0 0 60 404 24 0 4 28 0 0 36 4 8 0 0 92 60 44 0 O 4 0 0 28 O 0 0 0 60 64 172 4 O 4 0 0 16 O 4 4 0 1284 72 100 32 LOCATION: NE 2nd Ave & NE 39th St CITY/STATE: Miami, FL ♦ 428 466 38 340 50 ♦ 1J ♦ y 123 31 J t 131 236 Peak Hour Factor 18 ♦ 0.93 ♦ 59 101 52 Z r 46 96 _7., 2604 304 28 28 ♦ 438 358 I♦ 45 13 ♦ ♦ 14 ♦ ♦ 10 3 ♦ ♦ 4 18 1 L t 2 il.10 2 J 0 ♦ 0 2 01, r 0 20 if PRO Peak -Hour: 04:00 PM - 05:00 PM Peak 15-Minute: 04:00 PM - 04:15 PM 0.0 6.5 0.0 4.0 3.8 i ♦� 0.0 ♦ 4.8 National Data & Surveying Services T. 21-140199.018 This submittal needs to be scheduled for a public hearing In accorrlance whh bmellnee set forth in the City of Miami Code. The appLIca o decision -malting body will roldew the information at the public hearing to render a recommended on or a anal decla on. 6.6 J 0 5 0 J 0 PZ-21-10809 12/16/21 r 2.2 1.0 I. 7. 0.0 5.6 L t 2 ♦ 0 r 0 7+10♦2 0 t r 15-Min Count Period Beginning At NE 2nd Ave Northbound NE 2nd Ave Southbound NE 39th St Eastbound NE 39th St Westbound Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Left Thru Rgt U R* Total Hourly Total 04:00 PM 5 76 10 0 17 97 8 0 5 3 11 0 18 15 36 1 302 1123 04:15 PM 9 85 7 0 10 77 6 1 8 6 11 0 10 20 30 0 280 1092 04:30 PM 9 80 7 0 12 75 14 0 9 5 14 1 11 16 34 0 287 1092 04:45 PM 3 63 4 0 10 91 10 0 8 4 16 0 6 8 31 0 254 1055 05:00 PM 05:15 PM 05:30 PM 05:45 PM Peak 15-Min Flowrates 15 71 6 0 9 72 12 0 4 71 5 0 4 66 11 0 Northbound 11 74 14 0 6 82 21 0 9 71 15 0 6 95 15 0 Southbound 7 5 13 0 7 9 18 0 11 10 10 0 3 10 15 0 Eastbound 14 14 27 0 12 11 21 0 11 11 22 0 5 22 23 0 Westbound Left Thru Rot U R* Left Thru Rot U R* Left Thru Rot U R* Left Thru Rot U R* 271 280 250 275 Total 1076 805 525 275 All Vehicles Heavy Trucks Pedestrians Bicycles Buses Stopped Buses 36 340 40 0 0 32 0 0 16 0 4 0 0 68 388 56 4 4 20 0 0 20 0 8 0 0 36 24 64 4 4 0 4 0 40 0 0 4 0 72 80 144 4 4 0 4 0 28 0 0 8 0 1360 72 104 24 PUB(, o' y 0 0 a NOTICE This submittal needs b be scheduled for a puboc hearing in accordance with timelines set forth in the City of Miami Code.The applica de decision -making bcdywill renew the infonna0on at the pubs hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 ti k ,,Ew CO'�,a FDOT Historic AADT Count Data 2 FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2020 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 0104 - SR 934/NE 79 ST/ONE WAY PAIR EB, 200' W NE 4 CT YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2020 25700 C E 19500 W 6200 9.00 54.20 7.60 2019 29700 C E 23000 W 6700 9.00 54.60 10.20 2018 29600 C E 22500 W 7100 9.00 54.30 8.50 2017 25500 C E 19000 W 6500 9.00 55.00 6.90 2016 28700 C E 22000 W 6700 9.00 54.50 7.20 2015 28800 C E 22500 W 6300 9.00 54.70 11.80 2014 30900 C E 24500 W 6400 9.00 54.50 10.40 2013 26400 C E 19500 W 6900 9.00 52.40 9.00 2012 18000 C E 18000 0 9.00 99.90 10.50 2011 23000 C E 23000 0 9.00 99.90 10.50 2010 22500 C E 22500 0 8.98 99.99 9.50 2009 19500 C E 19500 0 8.99 99.99 8.40 2008 20500 C E 20500 0 9.09 99.99 9.60 2007 21500 C E 21500 0 8.01 54.34 6.60 2006 20500 C E 20500 0 7.97 54.22 8.80 2005 26500 F E 8.80 53.80 5.50 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES This submittal needs to be scheduled for a public hearing in accordance w1h timelines set forth In the City of Miami Code. The apphw de decision -making body will renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2020 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 0105 - SR 934/NE 82 ST/ONE-WAY PAIR WE, 200' W NE 3 PL YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2020 16000 C W 16000 0 9.00 99.90 7.60 2019 16500 C W 16500 0 9.00 99.90 10.20 2018 14500 C W 14500 0 9.00 99.90 8.50 2017 16000 C W 16000 0 9.00 99.90 6.90 2016 17500 C W 17500 0 9.00 99.90 7.20 2015 17000 C W 17000 0 9.00 99.90 11.80 2014 17500 C W 17500 9.00 99.90 10.40 2013 15500 C W 15500 0 9.00 99.90 9.00 2012 23500 C W 23500 0 9.00 99.90 10.50 2011 17500 C W 17500 0 9.00 99.90 10.50 2010 14000 C W 14000 0 8.98 99.99 9.50 2009 14500 C W 14500 0 8.99 99.99 8.40 2008 14000 C W 14000 0 9.09 99.99 9.60 2007 15500 C W 15500 0 8.01 99.99 6.60 2006 15000 C W 15000 0 7.97 99.99 8.80 2005 15000 C W 15000 0 8.80 99.90 5.50 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES This submittal needs to be scheduled for a public hearing in accordance w1h timelines set forth In the City of Miami Code. The apphw de decision -making body will renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2020 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 0142 - SR 934/NW/NE 79 ST, 350' WEST OF PELICAN HARBOUR DR YEAR 2020 2019 2018 2017 2016 2015 2014 2013 2012 2011 2010 2009 2008 2007 2006 2005 AADT DIRECTION 1 DIRECTION 2 40500 C E 20000 41500 F E 19500 41500 C E 19500 44000 C E 21500 45500 C E 22500 46500 C E 22500 39000 C E 19500 39000 C E 20500 43000 C E 21500 39500 C E 19500 39500 C E 20500 35500 C E 16500 37000 C E 17500 38500 F E 19000 38500 C E 19000 39000 C E 19000 W 20500 W 22000 W 22000 W 22500 W 23000 W 24000 W 19500 W 18500 W 21500 W 20000 W 19000 W 19000 W 19500 W 19500 W 19500 W 20000 *K FACTOR D FACTOR T FACTOR 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 8.98 8.99 9.09 8.01 7.97 8.80 54.20 4.50 54.60 6.90 54.30 6.90 55.00 2.60 54.50 3.10 54.70 4.90 54.50 4.70 52.40 4.00 55.70 4.10 55.10 4.30 54.08 4.30 53.24 3.90 55.75 3.80 54.34 4.00 54.22 4.00 53.80 7.50 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES This submittal needs to be scheduled for a public hearing in accordance w1h timelines set forth In the City of Miami Code. The apphw de decision -making body will renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2020 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 5060 - SR 5,US-1, 200' S NE 53 ST YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2020 29000 C N 15000 S 14000 9.00 54.20 3.20 2019 38500 C N 18500 S 20000 9.00 54.60 4.70 2018 38000 C N 17500 S 20500 9.00 54.30 4.90 2017 38500 C N 17500 S 21000 9.00 55.00 4.50 2016 37500 C N 18500 S 19000 9.00 54.50 5.10 2015 35500 C N 16500 S 19000 9.00 54.70 4.20 2014 35500 C N 16500 S 19000 9.00 54.50 5.10 2013 37500 C N 17500 S 20000 9.00 52.40 5.20 2012 38000 C N 18000 S 20000 9.00 55.70 5.80 2011 30500 C N 15000 S 15500 9.00 55.10 4.50 2010 37500 C N 18500 S 19000 8.98 54.08 4.40 2009 40500 C N 20500 S 20000 8.99 53.24 3.40 2008 41000 C N 19500 S 21500 9.09 55.75 3.70 2007 42000 C N 20000 S 22000 8.01 54.34 3.10 2006 40500 C N 18500 S 22000 7.97 54.22 4.90 2005 39000 C N 18000 S 21000 8.80 53.80 1.80 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES This submittal needs to be scheduled for a public hearing in accordance w1h timelines set forth In the City of Miami Code. The appdw de decision -making body will renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2020 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 5065 - SR 5,US-1, 200' N NE 71 ST YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2020 34000 C N 16000 S 18000 9.00 54.20 3.90 2019 41000 C N 18500 S 22500 9.00 54.60 7.70 2018 40500 C N 18500 S 22000 9.00 54.30 5.80 2017 40000 C N 18500 S 21500 9.00 55.00 8.70 2016 39000 C N 16500 S 22500 9.00 54.50 4.70 2015 40000 C N 18500 S 21500 9.00 54.70 6.50 2014 40000 C N 19000 S 21000 9.00 54.50 12.20 2013 41000 C N 20000 S 21000 9.00 52.40 6.10 2012 43000 C N 20500 S 22500 9.00 55.70 4.60 2011 37500 C N 17500 S 20000 9.00 55.10 2.80 2010 39000 C N 18500 S 20500 8.98 54.08 2.80 2009 37500 C N 18000 S 19500 8.99 53.24 5.30 2008 39000 C N 17500 S 21500 9.09 55.75 5.70 2007 41000 F N 19000 S 22000 8.01 54.34 12.90 2006 41000 C N 19000 S 22000 7.97 54.22 12.90 2005 40000 C N 18500 S 21500 8.80 53.80 2.30 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES This submittal needs to be scheduled for a public hearing in accordance w1h timelines set forth In the City of Miami Code. The appdw de decision -making body will renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2020 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 5068 - SR 5,US-1, 200' N NE 79 ST/SR 934 YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2020 35000 C N 16000 S 19000 9.00 54.20 3.20 2019 41000 C N 18500 S 22500 9.00 54.60 4.70 2018 36000 C N 17000 S 19000 9.00 54.30 4.90 2017 38500 E N S 9.00 55.00 4.50 2016 38500 C N 18500 S 20000 9.00 54.50 5.10 2015 40500 C N 20000 S 20500 9.00 54.70 4.20 2014 40500 C N 21500 S 19000 9.00 54.50 5.10 2013 60000 C N 31000 S 29000 9.00 52.40 5.20 2012 42000 C N 20500 S 21500 9.00 55.70 5.80 2011 46000 C N 22000 S 24000 9.00 55.10 4.50 2010 39000 C N 19500 S 19500 8.98 54.08 4.40 2009 41500 C N 20500 S 21000 8.99 53.24 3.40 2008 35000 C N 17000 S 18000 9.09 55.75 3.70 2007 33000 F N 16000 S 17000 8.01 54.34 3.10 2006 33000 C N 16000 S 17000 7.97 54.22 4.90 2005 48500 F N 25000 S 23500 8.80 53.80 1.80 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES This submittal needs to be scheduled for a public hearing in accordance w1h timelines set forth In the City of Miami Code. The apphw de decision -making body will renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2020 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 5355 - SR 944/NW 54 ST, 200' W SR 5/US-1 YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2020 12400 C E 6400 W 6000 9.00 54.20 4.00 2019 16100 C E 8100 W 8000 9.00 54.60 0.50 2018 15100 C E 7700 W 7400 9.00 54.30 2.60 2017 15500 C E 8000 W 7500 9.00 55.00 4.10 2016 16000 C E 8200 W 7800 9.00 54.50 2.70 2015 14600 C E 7300 W 7300 9.00 54.70 2.40 2014 13300 C E 6600 W 6700 9.00 54.50 2.70 2013 13200 C E 6600 W 6600 9.00 52.40 2.60 2012 13900 C E 6800 W 7100 9.00 55.70 2.90 2011 13500 C E 7000 W 6500 9.00 55.10 1.80 2010 15400 C E 7400 W 8000 8.98 54.08 1.80 2009 14000 C E 7100 W 6900 8.99 53.24 2.00 2008 13300 C E 6800 W 6500 9.09 55.75 1.10 2007 13500 C E 6600 W 6900 8.01 54.34 0.20 2006 12900 C E 6200 W 6700 7.97 54.22 2.80 2005 11800 C E 5700 W 6100 8.80 53.80 2.40 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES This submittal needs to be scheduled for a public hearing in accordance w1h timelines set forth In the City of Miami Code. The apphw de decision -making body will renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 PUB(, o' y 0 0 a NOTICE This submittal needs b be scheduled for a puboc hearing in accordance with timelines set forth in the City of Miami Code.The applica de decision -making bcdywill renew the infonna0on at the pubs hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 ti k ,,Ew CO'�,a 24-Hour Continuous Counts 2 Prepared by NDS/ATD Prepared by National Data & Surveying Services VOLUME NE 54th St 200' W/O SR 5/US 1/S Federal Hwy Day: Thursday Date: 9/9/2021 DAILY TOTALS City Project # NOTICE Ibis submittal needs to be scheduled fora puboc hearing In acoordanrcwhh b matinee set forth in the City of Miami Code. The appLI®de decision -malting body will rSNewthe Information at the pubec hearing to render a recommended on or a final decid on. PZ-21-10809 AM Period 00:00 00:15 00:30 00:45 NB 0 0 0 0 SB 0 0 0 0 EB 14 25 12 9 60 ' WB 29 25 21 17 ig 92 TOTAL 43 50 33 26 152 ,- ' PM Period NB SB EB 47 12/16/21 �vI �• C0 181 190 210 744 12:00 12:15 12:30 12:45 0 0 0 0 0 0 0 0 86 94 96 102 378 77 87 94 108 Ew 366 01:00 01:15 01:30 01:45 0 0 0 0 0 0 0 0 17 7 8 12 44 21 14 14 10 59 38 21 22 22 103 13:00 13:15 13:30 13:45 0 0 0 0 0 0 0 0 124 117 106 105 452 113 129 105 89 436 237 246 211 194 888 02:00 02:15 02:30 02:45 0 0 0 0 0 0 0 0 7 7 5 7 26 18 10 10 10 48 25 17 15 17 74 14:00 14:15 14:30 14:45 0 0 0 0 0 0 0 0 90 84 118 118 410 124 109 89 104 426 214 193 207 222 836 03:00 03:15 03:30 03:45 0 0 0 0 0 0 0 0 6 4 11 6 27 6 7 7 10 30 12 11 18 16 57 15:00 15:15 15:30 15:45 0 0 0 0 0 0 0 0 117 102 132 98 449 121 150 141 150 562 238 252 273 248 1011 04:00 04:15 04:30 04:45 0 0 0 0 0 0 0 0 6 7 5 11 29 8 10 4 9 31 14 17 9 20 60 16:00 16:15 16:30 16:45 0 0 0 0 0 0 0 0 121 110 91 126 448 141 143 133 147 564 262 253 224 273 1012 05:00 05:15 05:30 05:45 0 0 0 0 0 0 0 0 9 13 21 27 70 8 9 11 10 38 17 22 32 37 108 17:00 17:15 17:30 17:45 0 0 0 0 0 0 0 0 120 121 122 107 470 147 155 141 122 565 267 276 263 229 1035 06:00 06:15 06:30 06:45 0 0 0 0 0 0 0 0 36 40 61 71 208 22 27 26 40 115 58 67 87 111 323 18:00 18:15 18:30 18:45 0 0 0 0 0 0 0 0 111 97 108 96 412 126 148 125 114 513 237 245 233 210 925 07:00 07:15 07:30 07:45 0 0 0 0 0 0 0 0 83 104 125 131 443 44 61 66 83 254 127 165 191 214 697 19:00 19:15 19:30 19:45 0 0 0 0 0 0 0 0 100 100 83 79 362 96 95 102 97 390 196 195 185 176 752 08:00 08:15 08:30 08:45 0 0 0 0 0 0 0 0 140 142 143 131 556 57 87 87 61 292 197 229 230 192 848 20:00 20:15 20:30 20:45 0 0 0 0 0 0 0 0 91 76 63 61 291 92 78 78 86 334 183 154 141 147 625 09:00 09:15 09:30 09:45 0 0 0 0 0 0 0 0 127 115 113 113 468 86 89 91 89 355 213 204 204 202 823 21:00 21:15 21:30 21:45 0 0 0 0 0 0 0 0 64 57 64 41 226 68 56 63 56 243 132 113 127 97 469 10:00 10:15 10:30 10:45 0 0 0 0 0 0 0 0 90 103 99 105 397 100 80 91 83 354 190 183 190 188 751 22:00 22:15 22:30 22:45 0 0 0 0 0 0 0 0 53 46 50 37 186 65 49 56 48 218 118 95 106 85 404 11:00 11:15 11:30 11:45 0 0 0 0 0 0 0 0 96 99 89 83 367 90 88 86 89 353 186 187 175 172 720 23:00 23:15 23:30 23:45 0 0 0 0 0 0 0 0 25 33 41 32 131 51 47 48 40 186 76 80 89 72 317 TOTALS 2695 2021 4716 TOTALS 4215 4803 9018 SPLIT % 57.1% 42.9% 34.3% SPLIT % 46.7% 53.3% 65.7% DAILY TOTALS NB SB WB 0 0 ,91 6,824 Total 13,734 AM Peak Hour 07:45 09:15 07:45 PM Peak Hour 16:45 16:45 16:45 AM Pk Volume 556 369 870 PM Pk Volume 489 590 1079 Pk Hr Factor 0.972 0.923 0.946 Pk Hr Factor 0.970 0.952 0.977 7 - 9 Volume 999 546 1545 4 - 6 Volume 918 1129 2047 7- 9 Peak Hour 07:45 07:45 07:45 4- 6 Peak Hour 16:45 16:45 16:45 7 - 9 Pk Volume 556 314 870 v..loro 489 590 1079 Pk Hr Factor 0.972 0.902 0.946 Pk Hr Factor 0.970 0.952 0.977 Prepared by NDS/ATD Prepared by National Data & Surveying Services VOLUME NE 2nd Ave 100' S/O NE 51st St Day: Thursday Date: 9/9/2021 DAILY TOTALS City Project # NOTICE Ibis submittal needs to be scheduled fora puboc hearing In acoordanrc whh b matinee set forth in the City of Miami Code. The appLI®de decision -malting body will rSNewthe Information at the pubec hearing to render a recommended on or a final decid on. PZ-21-10809 AM Period NB SB EB WB TOTAL - PM Period NB SB EB Ix. 12/16/21 vI C. 00:00 24 17 0 0 41 12:00 96 78 0 Ew 00:15 24 11 0 0 35 12:15 87 61 0 0 148 00:30 26 13 0 0 39 12:30 77 88 0 0 165 00:45 15 89 9 50 0 0 24 139 12:45 66 326 84 311 0 0 150 637 01:00 16 9 0 0 25 13:00 72 92 0 0 164 01:15 8 8 0 0 16 13:15 82 91 0 0 173 01:30 9 7 0 0 16 13:30 79 83 0 0 162 01:45 9 42 8 32 0 0 17 74 13:45 65 298 106 372 0 0 171 670 02:00 10 6 0 0 16 14:00 80 93 0 0 173 02:15 7 8 0 0 15 14:15 82 92 0 0 174 02:30 5 7 0 0 12 14:30 73 98 0 0 171 02:45 11 33 4 25 0 0 15 58 14:45 93 328 105 388 0 0 198 716 03:00 6 4 0 0 10 15:00 131 98 0 0 229 03:15 4 4 0 0 8 15:15 98 140 0 0 238 03:30 1 4 0 0 5 15:30 103 127 0 0 230 03:45 6 17 5 17 0 0 11 34 15:45 114 446 87 452 0 0 201 898 04:00 4 9 0 0 13 16:00 128 107 0 0 235 04:15 4 5 0 0 9 16:15 120 95 0 0 215 04:30 7 4 0 0 11 16:30 119 80 0 0 199 04:45 4 19 9 27 0 0 13 46 16:45 115 482 108 390 0 0 223 872 05:00 9 6 0 0 15 17:00 118 105 0 0 223 05:15 11 14 0 0 25 17:15 114 90 0 0 204 05:30 10 20 0 0 30 17:30 121 113 0 0 234 05:45 12 42 15 55 0 0 27 97 17:45 123 476 99 407 0 0 222 883 06:00 11 19 0 0 30 18:00 100 104 0 0 204 06:15 22 32 0 0 54 18:15 94 95 0 0 189 06:30 24 40 0 0 64 18:30 73 74 0 0 147 06:45 25 82 61 152 0 0 86 234 18:45 79 346 74 347 0 0 153 693 07:00 41 65 0 0 106 19:00 86 74 0 0 160 07:15 64 100 0 0 164 19:15 61 78 0 0 139 07:30 61 129 0 0 190 19:30 67 72 0 0 139 07:45 72 238 105 399 0 0 177 637 19:45 50 264 73 297 0 0 123 561 08:00 66 104 0 0 170 20:00 46 58 0 0 104 08:15 51 105 0 0 156 20:15 53 49 0 0 102 08:30 67 120 0 0 187 20:30 58 56 0 0 114 08:45 59 243 105 434 0 0 164 677 20:45 53 210 48 211 0 0 101 421 09:00 57 92 0 0 149 21:00 42 57 0 0 99 09:15 59 82 0 0 141 21:15 48 55 0 0 103 09:30 60 85 0 0 145 21:30 49 42 0 0 91 09:45 53 229 80 339 0 0 133 568 21:45 33 172 34 188 0 0 67 360 10:00 67 86 0 0 153 22:00 42 45 0 0 87 10:15 53 80 0 0 133 22:15 47 38 0 0 85 10:30 55 75 0 0 130 22:30 38 32 0 0 70 10:45 53 228 70 311 0 0 123 539 22:45 40 167 36 151 0 0 76 318 11:00 54 53 0 0 107 23:00 39 48 0 0 87 11:15 59 79 0 0 138 23:15 42 28 0 0 70 11:30 62 72 0 0 134 23:30 42 29 0 0 71 11:45 84 259 78 282 0 0 162 541 23:45 27 150 24 129 0 0 51 279 TOTALS 1521 2123 3644 TOTALS 3665 3643 7308 SPLIT % 41.7% 58.3% 33.3% SPLIT % 50.2% 49.8% 66.7% Mir DAILY TOTALS 5,186 SB WB 5,766 1 0 0 Total 10,952 AM Peak Hour AM Pk Volume 11:45 344 07:30 443 07:15 701 PM Peak Hour PM Pk Volume 16:00 482 14:45 470 15:15 904 Pk Hr Factor 0.896 0.859 0.922 Pk Hr Factor 0.941 0.839 0.950 7 - 9 Volume 481 833 1314 4 - 6 Volume 958 797 1755 7 - 9 Peak Hour 07:15 07:30 07:15 4 - 6 Peak Hour 16:00 16:45 16:45 7 - 9 Pk Volume 263 443 701 v..loro 482 416 884 Pk Hr Factor 0.913 0.859 0.922 Pk Hr Factor 0.941 0.920 0.944 4 PURL/ G 0 4- Q NOTICE This submittal needs to be' scheduled fora pubic hearing In acoordanre whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubc hearing to render a recommended on or a final decM on. PZ-21-10809 12/16/21 sN SEW cO�Qv Peak Season Category Report 2019 PEAK SEASON FACTOR CATEGORY REPORT - REPORT TYPE: ALL CATEGORY: 8700 MIAMI-DADE NORTH 4 0 PUBI. WEEK DATES SF MOCF: 0.97 PSCF 1 2 3 4 * 5 * 6 * * 8 * 9 *10 *11 *12 *13 *14 *15 *16 *17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 01/01/2019 01/06/2019 01/13/2019 01/20/2019 01/27/2019 02/03/2019 02/10/2019 02/17/2019 02/24/2019 03/03/2019 03/10/2019 03/17/2019 03/24/2019 03/31/2019 04/07/2019 04/14/2019 04/21/2019 04/28/2019 05/05/2019 05/12/2019 05/19/2019 05/26/2019 06/02/2019 06/09/2019 06/16/2019 06/23/2019 06/30/2019 07/07/2019 07/14/2019 07/21/2019 07/28/2019 08/04/2019 08/11/2019 08/18/2019 08/25/2019 09/01/2019 - 01/05/2019 - 01/12/2019 - 01/19/2019 - 01/26/2019 - 02/02/2019 - 02/09/2019 - 02/16/2019 - 02/23/2019 - 03/02/2019 - 03/09/2019 - 03/16/2019 - 03/23/2019 - 03/30/2019 - 04/06/2019 - 04/13/2019 - 04/20/2019 - 04/27/2019 - 05/04/2019 - 05/11/2019 - 05/18/2019 - 05/25/2019 - 06/01/2019 - 06/08/2019 - 06/15/2019 - 06/22/2019 - 06/29/2019 - 07/06/2019 - 07/13/2019 - 07/20/2019 - 07/27/2019 - 08/03/2019 - 08/10/2019 - 08/17/2019 - 08/24/2019 - 08/31/2019 - 09/07/2019 1.03 1.02 1.01 1.00 0.98 0.97 0.96 0.96 0.96 0.96 0.97 0.97 0.97 0.97 0.98 0.98 0.98 0.99 0.99 1.00 1.00 1.01 1.01 1.02 1.02 1.02 1.02 1.03 1.03 1.03 1.02 1.02 1.02 1.02 1.02 1.03 1.06 1.05 1.04 1.03 1.01 1.00 0.99 0.99 0.99 0.99 1.00 1.00 1.00 1.00 1.01 1.01 1.01 1.02 1.02 1.03 1.03 1.04 1.04 1.05 1.05 1.05 1.05 1.06 1.06 1.06 1.05 1.05 1.05 1.05 1.05 1.06 37 09/08/2019 - 09/14/2019 1.03 1.06 38 09/15/2019 39 09/22/2019 40 09/29/2019 41 10/06/2019 42 10/13/2019 43 10/20/2019 44 10/27/2019 45 11/03/2019 46 11/10/2019 47 11/17/2019 48 11/24/2019 49 12/01/2019 50 12/08/2019 51 12/15/2019 52 12/22/2019 53 12/29/2019 * PEAK SEASON - 09/21/2019 - 09/28/2019 - 10/05/2019 - 10/12/2019 - 10/19/2019 - 10/26/2019 - 11/02/2019 - 11/09/2019 - 11/16/2019 - 11/23/2019 - 11/30/2019 - 12/07/2019 - 12/14/2019 - 12/21/2019 - 12/28/2019 - 12/31/2019 14-FEB-2020 15:39:30 1.03 1.02 1.01 1.00 0.99 1.00 1.00 1.01 1.01 1.02 1.02 1.02 1.03 1.03 1.02 1.01 1.06 1.05 1.04 1.03 1.02 1.03 1.03 1.04 1.04 1.05 1.05 1.05 1.06 1.06 1.05 1.04 NOTICE This submittal needs to be' scheduled fora pubic hearing In acoordanrewhh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubc hearing to render a recommendation or a final decM on. PZ-21-10809 12/16/21 44,. /! EW COt' 830UPD 6 8700 PKSEASON.TXT PUB(, o' y 0 0 a NOTICE This submittal needs b be scheduled for a puboc hearing in accordance with timelines set forth in the City of Miami Code.The applica de decision -making bcdywill renew the infonna0on at the pubs hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 ti k ,,Ew CO'�,a Axle Correction Factor Report 2 2020 WEEKLY AXLE FACTOR CATEGORY REPORT - REPORT TYPE: ALL COUNTY: 87 - MIAMI-DADE WEEK DATES SR 944 1 01/01/2020 - 01/04/2020 2 01/05/2020 - 01/11/2020 3 01/12/2020 - 01/18/2020 4 01/19/2020 - 01/25/2020 5 01/26/2020 - 02/01/2020 6 02/02/2020 - 02/08/2020 7 02/09/2020 - 02/15/2020 8 02/16/2020 - 02/22/2020 9 02/23/2020 - 02/29/2020 10 03/01/2020 - 03/07/2020 11 03/08/2020 - 03/14/2020 12 03/15/2020 - 03/21/2020 13 03/22/2020 - 03/28/2020 14 03/29/2020 - 04/04/2020 15 04/05/2020 - 04/11/2020 16 04/12/2020 - 04/18/2020 17 04/19/2020 - 04/25/2020 18 04/26/2020 - 05/02/2020 19 05/03/2020 - 05/09/2020 20 05/10/2020 - 05/16/2020 21 05/17/2020 - 05/23/2020 22 05/24/2020 - 05/30/2020 23 05/31/2020 - 06/06/2020 24 06/07/2020 - 06/13/2020 25 06/14/2020 - 06/20/2020 26 06/21/2020 - 06/27/2020 27 06/28/2020 - 07/04/2020 28 07/05/2020 - 07/11/2020 29 07/12/2020 - 07/18/2020 30 07/19/2020 - 07/25/2020 31 07/26/2020 - 08/01/2020 32 08/02/2020 - 08/08/2020 33 08/09/2020 - 08/15/2020 34 08/16/2020 - 08/22/2020 35 08/23/2020 - 08/29/2020 36 08/30/2020 - 09/05/2020 37 09/06/2020 - 09/12/2020 38 09/13/2020 - 09/19/2020 39 09/20/2020 - 09/26/2020 40 09/27/2020 - 10/03/2020 41 10/04/2020 - 10/10/2020 42 10/11/2020 - 10/17/2020 43 10/18/2020 - 10/24/2020 44 10/25/2020 - 10/31/2020 45 11/01/2020 - 11/07/2020 46 11/08/2020 - 11/14/2020 47 11/15/2020 - 11/21/2020 48 11/22/2020 - 11/28/2020 49 11/29/2020 - 12/05/2020 50 12/06/2020 - 12/12/2020 51 12/13/2020 - 12/19/2020 52 12/20/2020 - 12/26/2020 53 12/27/2020 - 12/31/2020 8712 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 1.•• 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 8713 8714 SR 90/US 41 COUNTY LINE T SR 836/I 395 0.97 1.00 0.97 1.00 0.97 1.00 0.97 1.00 0.97 1.00 0.97 1.00 0.97 1.00 0.97 1.00 0.97 1.00 0.97 1.00 0.97 1.00 0.97 1.00 0.97 1.00 0.97 1.00 0.97 0.99 0.97 0.99 0.97 0.99 0.97 0.99 0.97 0.99 0.97 0.99 0.97 0.99 0.97 0.99 0.97 1.00 0.97 1.00 0.97 1.00 0.97 1.00 0.97 1.00 0.97 0.99 0.97 0.99 0.97 0.99 0.97 1.00 0.97 1.00 0.97 1.00 0.97 1.00 0.97 1.00 0.97 1.00 0.97 1.00 0.97 1.00 0.97 1.00 0.97 1.00 0.97 1.00 0.97 1.00 0.97 1.00 0.97 1.00 0.97 1.00 0.97 1.00 0.97 1.00 0.97 1.00 0.97 1.00 0.97 1.00 0.97 1.00 0.97 1.00 0.97 1.00 This submittal needs to be scheduled for a public hearing In accordance with Urrr lines set forth In the City of Mlami Code. The appllutte decision -making body will renew the information at the pubhc hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 0.97 0.97 0.96 0.96 0.96 0.96 0.96 0.95 0.95 0.95 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 27-FEB-2021 11:06:24 PAGE 04 555RPT 6 87 AXWOY.TXT 2020 WEEKLY AXLE FACTOR CATEGORY REPORT - REPORT TYPE: ALL COUNTY: 87 - MIAMI-DADE WEEK DATES GRID 33 1 01/01/2020 - 01/04/2020 2 01/05/2020 - 01/11/2020 3 01/12/2020 - 01/18/2020 4 01/19/2020 - 01/25/2020 5 01/26/2020 - 02/01/2020 6 02/02/2020 - 02/08/2020 7 02/09/2020 - 02/15/2020 8 02/16/2020 - 02/22/2020 9 02/23/2020 - 02/29/2020 10 03/01/2020 - 03/07/2020 11 03/08/2020 - 03/14/2020 12 03/15/2020 - 03/21/2020 13 03/22/2020 - 03/28/2020 14 03/29/2020 - 04/04/2020 15 04/05/2020 - 04/11/2020 16 04/12/2020 - 04/18/2020 17 04/19/2020 - 04/25/2020 18 04/26/2020 - 05/02/2020 19 05/03/2020 - 05/09/2020 20 05/10/2020 - 05/16/2020 21 05/17/2020 - 05/23/2020 22 05/24/2020 - 05/30/2020 23 05/31/2020 - 06/06/2020 24 06/07/2020 - 06/13/2020 25 06/14/2020 - 06/20/2020 26 06/21/2020 - 06/27/2020 27 06/28/2020 - 07/04/2020 28 07/05/2020 - 07/11/2020 29 07/12/2020 - 07/18/2020 30 07/19/2020 - 07/25/2020 31 07/26/2020 - 08/01/2020 32 08/02/2020 - 08/08/2020 33 08/09/2020 - 08/15/2020 34 08/16/2020 - 08/22/2020 35 08/23/2020 - 08/29/2020 36 08/30/2020 - 09/05/2020 37 09/06/2020 - 09/12/2020 38 09/13/2020 - 09/19/2020 39 09/20/2020 - 09/26/2020 40 09/27/2020 - 10/03/2020 41 10/04/2020 - 10/10/2020 42 10/11/2020 - 10/17/2020 43 10/18/2020 - 10/24/2020 44 10/25/2020 - 10/31/2020 45 11/01/2020 - 11/07/2020 46 11/08/2020 - 11/14/2020 47 11/15/2020 - 11/21/2020 48 11/22/2020 - 11/28/2020 49 11/29/2020 - 12/05/2020 50 12/06/2020 - 12/12/2020 51 12/13/2020 - 12/19/2020 52 12/20/2020 - 12/26/2020 53 12/27/2020 - 12/31/2020 8797 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 GRID 34 8798 8799 DISTRICTWIDE CLASSIFI 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 This submittal needs to be scheduled for a pubic hearing In accordance wth timelines set forth In the City of Miami Code. The apphw de decision -making bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 27-FEB-2021 11:06:25 PAGE 25 555RPT 6 87 AXWOY.TXT PUB(, o' y 0 0 a NOTICE This submittal needs b be scheduled for a puboc hearing in accordance with timelines set forth in the City of Miami Code.The applica de decision -making bcdywill renew the infonna0on at the pubs hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 ti k ,,Ew CO'�,a COVID-19 Adjustment Factor 2 COVID Volume Adjustment Calculations 2019 FDOT I 2021 Collected 2019 FDOT I ew�eo mennatthe pabLc hearingtc tlatian orafinalc rrng n. PZ-21-10809 o `r•,)` 12i16i21 87 ^P SR 944/NW 54th Street west of SR 5/US-1 (Count Station 875355) NE 2nd Avenue south (Count Station REVIEW CO 2019 AADT 16,100 9,000 Growth Rate 1.20% - 1.20% - 2021 ADT - 13,734 - 10,952 SF - 1.03 - 1.03 ACF - 0.99 - 0.93 2021 AADT Volume 16,489 14,005 9,217 10,491 Individual Adjustment Factor 1.18 0.88 Overall COVID Adjustment Factor 1.03 K:\FTL_TPTO\043752001-Sabal Palm Village\calcs\COVID Adjustment\Covid factor calc.xlsx 10 PURLI ,'CI c h'F 4-° Z n. NOTICE This submittal needs to be scheduled for a public hearing In accordance wM1h timelines set forth In the City of Miami Cede. The appllce de decision -making bed y will render 4 PURL/ G 0 4- Q NOTICE This submittal needs to be' scheduled fora pubic hearing In acoordanre whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubc hearing to render a recommended on or a final decM on. PZ-21-10809 12/16/21 sN SEW cO�Qv Signal Timings Print Date: 9/24/2019 TOD Schedule Report for 4200: I- 95 SB&NW 62 St TOD Asset Intersection Schedule Op Mode Plan # Cycle Offset 4200 I- 95 SB&NW 62 St DOW-3 [05] POST -AM PEAK 105 42 Splits PH 1 PH 2 PH 3 PH 4 PH 5 PH 6 PH 7 PH 8 - WBT - - WBL EBT - SBT 60 0 Active Phase Bank: 0 Phase Bank 3 0 7 47 0 33 Phase Walk Don't Walk Min Initial Veh Ext Max Limit Max 2 Yellow Red Phase Bank 2 2 2 a 2 gal 2 3 2 • 1 - - 0 - a -o ® - 0 -. -0- ) 0 - 0 - 0 - 0 -. 0 0 2 WBT _ - 7- • -12 = - 7 -' -0 -ir 15- 15- 52 -30-- 4 2 3 - - 0 - • - 0 = - 0 -® - 0 - 0 - 0 - 0 - 0 -a 0 0 4- - 0- - 0 M - 0 -. - 0 -. 0- 0- 0 -0-a 0 0 5 WBL - 0 - - 0 ) - 5 -0 - 2 -M 5 - 5 - 12 - 12 -Mg 4 2 6 EBT - 7 - • - 12 MD - 7 - lig - 1 - ID 15 - 15 - 52 - 30 -IN 4 2 7- - 0- C - 0 1 - 0 -111 - 0 Alpo- 0- 0 - 0 -M 0 0 8 SBT - 7 - - 12 • - 7 -do -2.5 in 45 - 30 - 54 - 54 -IN 4 2 N/ This submittal needs to be scheduled fora public hearing In accordance wkh timelines set forth In the City of Miami Code. The appfw de decision -making body will renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 Last In Service Date: unknown Time: 1 PM ax 2 Permitted Phases 12345678 Default-23-56-8 External Permit 0-23--6-8 External Permit 1-23--6-8 External Permit 2-23--6-8 Page 1 of 2 Print Date: 9/24/2019 TOD Schedule Report for 4200: I- 95 SB&NW 62 St Current Cycle 1 2 - WBT Green Time 6 EBT 7 8 - SBT Ring Offset Offset 3 - 4 5 - WBL TOD Schedule Plan 1 60 0 32 0 0 4 22 0 16 0 25 2 85 0 42 0 0 7 29 0 31 0 22 3 105 0 66 0 0 11 49 0 27 0 44 4 115 0 67 0 0 9 52 0 36 0 46 5 105 0 60 0 0 7 47 0 33 0 42 8 115 0 70 0 0 9 55 0 33 0 34 9 95 0 65 0 0 4 55 0 18 0 25 10 95 0 60 0 0 7 47 0 23 0 17 11 115 0 70 0 0 9 55 0 33 0 34 12 115 0 67 0 0 9 52 0 36 0 46 13 115 0 67 0 0 9 52 0 36 0 31 115 0 70 0 0 9 55 0 33 0 18 49 25 150 0 99 0 0 14 79 0 39 0 45 Current Time of Day Function Time Function 0000 TOD OUTPUTS 0630 TOD OUTPUTS 0800 TOD OUTPUTS 0900 TOD OUTPUTS 1430 TOD OUTPUTS 1600 TOD OUTPUTS 1800 TOD OUTPUTS Settings * Day of Week - 7----2- SuM T W ThF S MTWThF - 7---3-- MTWThF - 7---3-- MTWThF M T ThF - 74 M T ThF - 7 4 MTWThF Local TO Time 0000 0600 0630 0800 0800 0900 1300 1415 1430 1430 1500 NOTICE This submittal needs to be scheduled for a public hearing In accordance wth timelines set forth In the City of Miami Code. The appdw de decision -making bodywill renew the Information at the public hearing to render a recommendation or a final decision. 5 Free 5 8 4 18 12 11 PZ-21-10809 12/16/21 Time: 1 PM F S Th F W Th F Su S MTWThF MTWThF MTWThF W MT ThF W W 1515 13 M T Th F 1515 8 W .1111111 1800 5 M T W Th F 2200 9 Su M T W Th F S Local Time of Day Function Time Function 0000 TOD OUTPUTS Settings * Day of Week - 7----2- SuM T W ThF S 0800 0900 1415 1430 1500 TOD OUTPUTS TOD OUTPUTS TOD OUTPUTS TOD OUTPUTS TOD OUTPUTS - 7---3-- - 7---3-- - 7----2- MTWThF MTWThF W M T ThF W 1800 TOD OUTPUTS - 7--4--- MTWThF No Calendar Defined/Enabled * Settings Blank - FREE - Phase Bank 1, Max 1 1 - Phase Bank 2, Max 1 2 - Phase Bank 2, Max 2 3 - Phase Bank 3, Max 1 5 - EXTERNAL PERMIT 1 6 - EXTERNAL PERMIT 2 8 - TBA Page 2 of 2 Fri Eclv5i v r PHASE C.«LL ,ta SIGNAL OPERATING PLAN PED. a- w J 0 SIGNAL HEAD NUMBER Y R v)w R/W PED. CL. f<, W LW) This submittal needs to be schebu led bra public hearing In accordance wilt timelines set forth in the City of Miami Cede. The appllcade deoIdon-making burly mil review the Information at the public hearing to render a recommendation or a final decision. 1 L T rs� LI, R/W PED, CL. 0 CC w —J 0 R 4t+1 ,I)J R/W PED. CL 1- o: w J 0 6 bw A AA] L� 1 Drown I� f 4Alc. LL©•.l Division Engineer Dote �3195 Dote 41 Date METROPOLITAN DADE COUNTY DEPARTMENT OF TRAFFIC AND TRANSPORTATION ASSET NO. o/.00 _ qS (413) N,ST Placed in Service Date 6/5$ Phasing Number ?i& — Z of Z SIGNAL OPE'ATING PLAN CONcv1'ie&NT Pab SIGNAL HEAD NUMBER PHASE IN T PED. CL PED. PED. CL. \Jig';,;) A (f7 ti'l -:i.r I Drown /• Fi4A704 i //o .J Division Engineer l NOTICE This submittal needs to be schebu led bra public hearing In accordance wilt timelines set forth in the City of Miami Cede. The appllcade deoIdon-making burly mil review the Information at the public hearing to render a recommendation or a final decision. METROPOLITAN DADE COUNTY DEPARTMENT OF TRAFFIC AND TRANSPORTATION Placed in Service Date : 6/43S By: 5f1D�° AS tY NO. 401 on Phasing Number Print Date: 9/24/2019 TOD Schedule Report for 4199: I- 95 NB&NW 62 St TOD Asset Intersection Schedule Op Mode Plan # Cycle Offset 4199 I- 95 NB&NW 62 St DOW-3 [05] POST -AM PEAK 105 29 Splits PH1 PH 2 PH 3 PH4 PH 5 PH6 PH 7 PH 8 - NBT - EBT EBL 14 WBT 41 Active Phase Bank: 0 32 0 61 T Phase Bank 1 0 0 Phase Walk Don't Walk Min Initial Veh Ext Max Limit Max 2 Yellow Red Phase Bank 3 0 3 3 3 1 3 2 3 1 EBL - M- 0 s - - 0 - - 5 - - 2 15 - ; - 15 - 25 - 25 2 WBT - 0- 7 - - 7 - - 7 - - 1 50 - al - 50 r - 60 - 60 3 - - •- 0 -e - 0 - - 0 - - 0 0 - • - 0 - 0 - 0 4 NBT - 0- 7 - - 17 - - 7 5 - - 2.5 30 - 0 - 30 - 40 - 40 5 - - - 0 -- 0 - - 0 - - 0 0 -0- 0 - 0 - 0 6 EBT - ID- 7 ' - 0 - 7 - - 7 -. - 1 50 - - 50 - 60 - 60 7 - - al- 0 - - 0 - - 0 -gi - 0 0 - - 0 - 0 - 0 8 - - a"'- 0 -e - 0 - - 0 -F - 0 0 - - 0 - 0 - 0 N/ This submittal needs to be scheduled fora public hearing In accordance wkh timelines set forth In the City of Miami Code. The appfw de decision -making body will renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 Last In Service Date: unknown Time: 1 PM ax 2 Permitted Phases 12345678 Default 1234-6-- External Permit 0 -234-6-- External Permit 1 -234-6-- External Permit 2 -234-6-- Page 1 of 2 Print Date: 9/24/2019 TOD Schedule Report for 4199: I- 95 NB&NW 62 St Current 1 EBL 2 WBT Green Time 7 8 - - Ring Offset Offset 3 4 - NBT 5 6 - EBT TOD Schedule Plan 1 60 0 17 0 31 0 17 0 0 0 18 2 85 0 36 0 37 0 36 0 0 0 22 3 105 6 51 0 30 0 63 0 0 0 39 4 115 0 51 0 52 0 51 0 0 0 47 5 105 14 41 0 32 0 61 0 0 0 29 6 125 14 51 0 42 0 71 0 0 0 52 115 9 51 0 37 0 66 0 0 0 8 23 9 95 6 41 0 30 0 53 0 0 0 4 10 95 6 41 0 30 0 53 0 0 0 4 11 115 6 53 0 38 0 65 0 0 0 45 12 115 6 53 0 38 0 65 0 0 0 49 13 115 6 51 0 40 0 63 0 0 0 23 115 9 53 0 35 0 68 0 0 0 18 49 25 150 9 61 0 62 0 76 0 0 0 106 Current Time of Day Function Time Function 0000 TOD OUTPUTS 0700 TOD OUTPUTS 0800 TOD OUTPUTS 1430 TOD OUTPUTS 1515 TOD OUTPUTS Settings * Day of Week - 7 SuM T W ThF 1 MTWThF - 7 MTWThF 1 MTWThF - 7 MTWThF Local TO PURL, NOTICE This submittal needs to be scheduled for a pubic hearing In accordance wth timelines set forth In the City of Miami Code. The appdw de decision -making bodywill renew the Information at the public hearing to render a recommendation or a final decision. Time: 1 PM Time J+ PZ-21-10809 0000 12/16/21 <tee F S 0600 Th F 0630 3 EVI EWCO W Th F 0800 5 Su 0800 6 0900 5 1300 8 1430 18 1430 12 1500 11 1515 13 1515 8 Local Time of Day Function Time Function 0000 TOD OUTPUTS Settings * Day of Week - 7 SuM T W ThF 0800 TOD OUTPUTS 1430 TOD OUTPUTS - 7 1 MTWThF MTWThF No Calendar Defined/Enabled MTWThF MTWThF MTWThF MT ThF W W MT ThF W MTWThF SuMTWThF S * Settings Blank - FREE - Phase Bank 1, Max 1 2 - Phase Bank 2, Max 2 3 - Phase Bank 3, Max 1 4 - Phase Bank 3, Max 2 5 - EXTERNAL PERMIT 1 6 - EXTERNAL PERMIT 2 8 - TBA Page 2 of 2 n ,.r(dry a i Y..- PHASE +6) EBtob RC CA LL 1> +0 ,� 3 LTA 1 ►'� rJ L AcCTU 1C C b ALGA TL.n By gc.TUarj::v Drown l� Fe/iAli/101.,) Check J1\JIN1161L® INT d. R/.W. G PED. CL. (p8 G .P6o Y R/W PED. CL ckA Dote TA3" Division Engineer Date R arm- vrL.Rf-►I IIV' I"'LHIV SIGNAL HEAD NUMBER a I+ 6 G- YR YR YR G 6- bw D Dw G3" LDwtiW R Y R This submittal needs to be schebu led bra public hearing In accordance wilt timelines set forth in the City of Miami Cede. The appllcade deoIdon-making burly mil review the Information at the public hearing to render a recommendation or a final decision. ,1 0 6 TT P2 F T METROPOLITAN DADE COUNTY DEPARTMENT OF TRAFFIC AND TRANSPORTATION W,. ASSET NO. 1-95 (Ns) ✓ Nuo 5GT 06.2 T Placed In Service Date: Gigs' ]By: HoR Phasing Number Ps» PHASE 12Cc�� LL AL-Iv/viol) i LAs H 6 19E12 Pa /.) Drown L/LAUG/M2/0 Check A. Division Engineer VI'J1YN'1t— PED, CL PED. CL PED, CL, Dote it/17/16— Dote Dote vi L.1 %t 1 iivv I L.P%iv SIGNAL HEAD NUMBER NOTICE This submittal needs to be schebu led bra public hearing In accordance wilt timelines set forth in the City of Miami Cede. The appllcade deoIdon-making burly mil review the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 METROPOLITAN DADE COUNTY DEPARTMENT OF TRAFFIC AND TRANSPORTATION ASSET No. 4i / 9 2= 95 („)) NST w 6 °2 ,S % Date; 6 Placed in Service Phasing Number Print Date: 9/24/2019 TOD Schedule Report for 2080: NW 2 Av&NW 62 St TOD Asset Intersection Schedule Op Mode Plan # Cycle Offset 2080 NW 2 Av&NW 62 St DOW-3 Free 0 0 N/ Splits PH 1 PH 2 PH 3 PH 4 PH 5 PH 6 PH 7 PH 8 EBL WBT SBL NBT WBL EBT NBL SBT 0 0 0 0 0 0 0 0 Active Phase Bank: Phase Bank 2 Phase Walk Don't Walk Min Initial Veh Ext Max Limit Max 2 Yellow Red Phase Bank 1 3 1 3 1 3 1 3 1 3 1 2 3 1 EBL 0 - - 0 0 - _ - 0 5 - _ - 5 2 - _ - 2 10 - _ - 10 15 - 15 - 15 3.7 2 2 WBT 7 - - 7 12 - - 12 7 - - 7 1 - - 1 38 - - 37 0 - 37 - 37 4 2 3 SBL 0 - - 0 0 - - 0 5 - - 5 2 - - 2 10 - - 10 15 - 15 - 15 3.7 2 4 NBT 7 - - 7 12 - - 12 7 - - 7 2.5 - - 2.5 30 - - 30 38 - 35 - 35 4 2 5 WBL 0 - - 0 0 - - 0 5 - - 5 2 - - 2 10 - - 10 15 - 15 - 15 3.7 2 6 EBT 7 - - 7 12 - - 12 7 - - 7 1 - - 1 38 - - 37 0 - 37 - 37 4 2 7 NBL 0 - - 0 0 - - 0 5 - - 5 2 - - 2 10 - - 10 15 - 15 - 15 3.7 2 8 SBT 7 - - 7 12 - - 12 7 - - 7 2.5 - - 2.5 30 - - 30 38 - 35 - 35 4 2 This submittal needs to be scheduled fora public hearing In accordance wkh timelines set forth In the City of Miami Code. The appfw de decision -making body will renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 Last In Service Date: unknown Time: 3 PM ax 1 Permitted Phases 12345678 Default 12345678 External Permit 0 -234-6-8 External Permit 1 -234-6-8 External Permit 2 -234-6-8 Page 1 of 2 Print Date: 9/24/2019 TOD Schedule Report for 2080: NW 2 Av&NW 62 St Current cle 1 EBL 2 WBT 3 SBL Green Time 6 EBT 7 NBL 8 SBT Ring Offset Offset 4 NBT 5 WBL TOD Schedule Plan 3 160 12 75 12 37 12 75 12 37 0 42 5 120 12 46 12 26 12 46 12 26 0 16 9 130 10 56 15 25 10 56 15 25 0 12 110 7 42 7 30 7 42 7 30 0 13 12 14 90 7 35 5 19 7 35 5 19 0 16 19 90 6 32 6 22 6 32 6 22 0 16 20 110 10 42 10 24 10 42 10 24 0 48 21 120 10 44 10 32 10 44 10 32 0 52 22 100 7 43 7 19 7 43 7 19 0 72 Current Time of Day Function Time Function 0000 TOD OUTPUTS 0645 TOD OUTPUTS 0915 TOD OUTPUTS 1415 TOD OUTPUTS 1615 TOD OUTPUTS Settings * Day of Week - 7 SuMTWThFS 1 MTWThF - 7 MTWThF 1 MTWThF - 7 MTWThF Local TO Time 0000 0600 0600 0915 1000 1000 1200 1300 1415 1800 1900 2200 2200 Local Time of Day Function Time Function 0000 TOD OUTPUTS Settings * Day of Week - 7 SuM T W ThF S 0915 TOD OUTPUTS 1415 TOD OUTPUTS - 7 1 MTWThF MTWThF No Calendar Defined/Enabled NOTICE This submittal needs to be scheduled for a pubic hearing In accordance wth timelines set forth In the City of Miami Code. The appdw de decision -making bodywill renew the Information at the public hearing to render a recommendation or a final decision. 3 20 5 9 21 Free 22 13 14 Free PZ-21-10809 12/16/21 MTWThF Su MTWThF MTWThF Su MTWThF Time: 3 PM Su S MTWThF S MTWThF Su S * Settings Blank - FREE - Phase Bank 1, Max 1 Blank - Plan - Phase Bank 1, Max 2 2 - Phase Bank 2, Max 2 3 - Phase Bank 3, Max 1 4 - Phase Bank 3, Max 2 5 - EXTERNAL PERMIT 1 6 - EXTERNAL PERMIT 2 8 - TBA Page 2 of 2 Dwell R RI R] c (4+8) R e (1+5) R a (1+6) R I R (2+5) R I R c e a SIGNAL OPERATING PLAN Phase (1+5) voL /Jut , z s (Actuated) (1 +6) ELsEB .. (Actuateci)- (2+5) vJL ciy v.7t3 N) W fo z. si (Actuated) Direction Head No. c a Dwell (1+6) (2+5) (2+6) Dwell (2+6) Dwell e.1:3 1/6 I 6 <GIR R <G/RI R i <GIRI R <Y/RI R <YIRI R <GIGI G <YIG G 5/2 <Y/R <G/R W13 513 Ni3 F-_1 Heads 2 R <Y/RI R R R R R <G/G 3/8 I 8 R R R I R R I R R I R R R R 7/41 P6 P2 P8 P4 R R R R R R R. R I R DW DW DW D DW DW DW D DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW .1•1.w_a..e...aM, DW DW DW DW (2+6) W i3>a Nu fa Z 5T (Recall) Xped (Actuated) (3+7) SL NW 'Z Pry (Actuated) (3+8) SL ' SE) Nu.) Z. Pti-1 (Actuated) (4+7) NIL Nz3 N.) 'LA•/ C I (2+6) R Dwell ^ G (3+7) Y (3+8) Y a (4+7) Y (4+8) Y Xped Y Dwell R e a I ALL R Dwell..... R <Y/GI G R I R R F R Y Y Y Y R (3+8) R R (4+7) R I R (4+8) R I R (1+5) R R (1+6) R I R (2+5) R (2+6) Dwell R Y I Y Y1 Y Y Y I Y YT Y Ri R RI I I Ri RI R I R I R I R I R R R I R RrR..I R I R R R OW DW DW DW DW DW DW DWI DW DW DW DW R I R R R DW DW DW DW R I R R I R R I R R I R R I R R I R DW DW DW DW DW DW DW DW DW DW DW DW W/F W/F WIF WIF RIR RIR DW" DW DW DW <G/RT R I <GIRI R <G/R[ R DW DW DW DW <YIRI R . DW DW DW DW <YIRI R [ <GIRI R I DW DW DW DW <YIRI R I <YIRI R 1 DW DW DW DW <YIRI R I <Y/R1 R I DW DW DW. DW <Y/RI R <YIRI R DW DW DW DW <Y/RI R 7 <YIRI R DW DW DW DW <Y/RI R <YIRI R OW DW DW DW <G/GI G I R J R DW DW DW DW c 3 e (1+5) R a (1+6) R 0 (4+8) R R (2+5) (2+6) R R. R I (Actuated) (4+8) Mr6 se duo o - et-u l (2+6) R R R R I R R1 R I R R I R R I R R I R R i R R R R I. I R I R Dwell R7 R (1+5) R (1+6) R I R (2+5) R I R AC uj 6D ) (2+6) R R I R I R 1 Flashing Operation F\ I1/liami-Dade Count <Y/GI G R I R DW DW DW DW <WYI R I R DW DW DW DW <Y,YI YI R /YI Y DW DW DW DW R . DW ❑W DW DW <Y/YI Y I • R I R R i R RI R FY RIRI R I R DW DW DW DW This submittal needs to be scheduled bra public hearing In accordance wilt timelines set forth in the City of Miami Code. The appllcade deoIslon-making body mil review the Information at the public hearing to render a recommendation or a final decision. P8 el) a <G/GI G DW DW. DW DW <Y/Gl. G DW DW DW DW RI <Y�IY DWDWDWDW <YIYI Y DW DW DW DW RI R <Y/YT Y DW DW DW DW RI G R I <YIYI Y T DW DW DW DW G Y Y Y Y I Y Y Y FRIFRI G Y YI.YI Y I Y I YI FR FRI DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW Public Works Department )II ;(-4A Page 1 of 1 'awn F Fk.A C; //04 lecked ,1-1ErzJ1/4-)AN)U:- fl.22aPP) P .ri _ Date i Jq j02 Date t141°z Placed in Service Phasing No. Asset Number Date IBY Sffe+' -Z08a a cin c Print Date: 9/24/2019 TOD Schedule Report for 2110: NE 2 Av&NE 61 St&NE 62 St TOD Asset Intersection Schedule Op Mode Plan # Cycle Offset 2110 NE 2 Av&NE 61 St&NE 62 St DOW-3 Splits PH 1 PH 2 PH 3 PH 4 PH 5 PH 6 PH 7 PH 8 - SBT EBL WBT - NBT WBL EBT 0 59 14 29 0 59 14 29 Active Phase Bank: Phase Bank 1 t [11] PM PEAK 120 87 N/ Phase Walk Don't Walk Min Initial Veh Ext Max Limit Max 2 Yellow Red Phase Bank 2 3 2 3 2 3 2 3 1 2 3 2 3 1 - - 0 - 0 _ - 0 - 0 0 - 0 _ - 0 - 0 0 - 0 - 0 _. 0 - 0 2 SBT - 7 - 7 - 28 - 28 _- - 7 - 7 - 1 - 1 30 - 30 - 30 44 - 44 _ 3 EBL - 0 - 0 - 0 - 0 - 5 - 5 - 2 - 2 12 - 12 - 12 20 - 20 4 WBT - 7 - 7 - 12 - 12 - 7 - 7 -2.5 - 2.5 20 - 20 - 20 30 - 30 5- - 0- 0 - 0- 0 - 0- 0 - 0 - 0 0- 0- 0 . 0- 0 6 NBT - 7 - 7 - 28 - 28 - 7 - 7 - 1 - 1 30 - 30 - 30 44 - 44 _ 7 WBL - 0 - 0 - 0 - 0 - 5 - 5 - 2 - 2 12 - 12 - 12 . 20 - 20 8 EBT - 7 - 7 - 12 - 12 - 7 - 7 -2.5 - 2.5 20 - 20 - 20 30 - 30 This submittal needs to be scheduled fora public hearing In accordance wkh timelines set forth In the City of Miami Code. The appfw de decision -making body will renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 Last In Service Date: unknown Time: 8 PM ax 2 Permitted Phases 12345678 Default-234-678 External Permit 0 External Permit 1-2-4-6-8 External Permit 2-2-4-6-8 Page 1 of 2 Print Date: 9/24/2019 TOD Schedule Report for 2110: NE 2 Av&NE 61 St&NE 62 St Current Cycle 1 2 - SBT 3 EBL Green Time 6 NBT 7 WBL 8 EBT Ring Offset Offset 4 WBT 5 - TOD Schedule Plan 2 90 0 44 9 19 0 44 9 19 0 50 100 0 51 9 22 0 51 9 22 0 4 30 6 110 0 59 10 23 0 59 0 39 0 6 8 120 0 59 14 29 0 59 14 29 0 87 100 0 44 14 24 0 44 14 24 0 13 85 14 100 0 44 14 24 0 44 14 24 0 85 19 100 0 49 14 19 0 49 14 19 0 57 20 90 0 44 9 19 0 44 9 19 0 79 21 110 0 59 14 19 0 59 14 19 0 91 22 90 0 44 9 19 0 44 9 19 0 13 24 100 0 51 9 22 0 51 9 22 0 30 25 105 0 44 15 28 0 44 15 28 0 42 26 90 0 39 14 19 0 39 14 19 0 44 27 105 0 53 9 25 0 53 9 25 0 38 28 105 0 53 9 25 0 53 9 25 0 42 29 120 0 53 16 33 0 53 16 33 0 0 Current Time of Day Function Time Function 0000 TOD OUTPUTS Settings * Day of Week SuMTWThFS Local TO Time 0000 0000 0600 NOTICE This submittal needs to be scheduled for a public hearing In accordance wth timelines set forth In the City of Miami Code. The appdw de decision -making bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 Time: 8 PM 0700 19 Su S 0900 24 M T W Th F 1100 20 Su S 1400 21 Su S 1900 14 M T W Th F 1900 22 Su S 2300 Free Su S 2300 Free M T W Th F Local Time of Day Function Time Function Settings * Day of Week No Calendar Defined/Enabled * Settings Blank - FREE - Phase Bank 1, Max 1 1 - Phase Bank 2, Max 1 2 - Phase Bank 2, Max 2 3 - Phase Bank 3, Max 1 4 - Phase Bank 3, Max 2 5 - EXTERNAL PERMIT 1 6 - EXTERNAL PERMIT 2 7 - X-PED OMIT 8 - TBA Page 2 of 2 ,ming Phases (2 + 6) NE 2 AVE NB & SB Direction Head No. SB 2 6 SIGNAL OPERATING PLAN NB I EB WB 3/8 8 417 4 P2 P6 P4 (RECALL) (3 + 7) NE 62 ST EBL &WBL (ACTUATED) (3 + 8) NE 62 ST EBL &EBT (ACTUATED) (4 + 7) NE 62 ST WBL & WBT (ACTUATED) (4 + 8) NE 62 ST WBT & EBT (ACTUATED) c a c a 0 Dwell (3 + 7) (3 + 8) (4 + 7) (4 + 8) Dwell (3 + 8) G G Y Y Y Y Y Y Y Y R R R R R R/<G R/<G R R R R R R R R R R R R/<G R R/<Y R W/F R DW R DW R DW R DW R DW R DW W/F DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW DW (4+7) (4 + 8) (2 + 6) R R R/<Y R R/<G R DW DW DW DW R R R . R R/<Y R/<Y R R/<Y R R/<Y R DW R DW DW DW DW DW DW DW e , Dwell r _ .- R R G/<G G R R DW DW DW W/F c e a 0 4+8) (2 + 6) R R G/<Y G R R •DW DW DW DW R R Y/<Y Y R R DW DW DW DW Dwell R ..r R R G/<G G DW DW W/F DW c e a 0 (4 + 8) (2 + 6) R R R R R G/<Y R Y/<Y G DW Y DW DW DW DW DW DW DW Dwell R R G G G DW DW W/F W/F c a 0 (2 + 6) R R Y Y Y DW DW DW DW Dwell c 8 Flashing Operation Drawn RAUL CARAZA Checked 44,)4 -612-1.)_43 P 2 FY I FY i FR FR FR FR Miami -Dade County Public Works Department Date 10/22/2010 Date Placed in Service Date ///1 / / OBY NE2AVE `&NE62ST i Phasing No. 5 This submittal needs to be scheduled bra public hearing In accordance wilt timelines set forth in the City of Miami Code. The appllcade deoIslon-making body mil review the Information at the public hearing to render recommendation or a final decision. P4 3/8 7/4 P8 4 7/4� P4 k 4 d` ` ❑ 3/8 . -p 4 ---�I 11` 0-* 8 714 -)11 -�---per Page Asset Number 2110 Blankl2 DB Editor Report Miami -Dade, FL MIAMI� TOD Schedule Report 4777 - US-1 & NE 62nd St. 2070 1C-Econolite Type -Cobalt 3/31/2020, 10:27 AM Phase Data EC This submittal needs to be scheduled fora public hearing In accordance wtlh timelines set forth In the City of Miami Code. The applicable decision -mailing body will review the infonnadon at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 Phase Direction Split Timing Plan Walk Ped Clear Min Green Max Green Vehicle Ext MAX 2 MAX 3yellow Red Clear 1 N-L 15 2 0 0 5 5 2 15 0 4 2 3 0 0 5 5 2 15 0 4 2 4 0 0 0 0 0 0 0 0 0 2 S- T 62 2 7 16 7 50 1 50 0 4 2.5 3 7 16 7 50 1 50 0 4 2.5 4 0 0 0 0 0 0 0 0 0 4 W-T 33 2 7 18 7 7 2.5 30 0 4 3 3 7 18 7 7 2.5 30 0 4 3 4 0 0 0 0 0 0 0 0 0 6 N- T 77 2 7 16 7 50 1 50 0 4 2.5 3 7 16 7 50 1 50 0 4 2.5 4 0 0 0 0 0 0 0 0 0 file:///C:/Users/T670041/AppData/Roaming/Econolite/Prints/9884/PrintAll.html 3/31/2020 DB Editor Report Day of Week This submittal needs to be'scheduled fora pubic hearing In accordance with timelines set forth in the City of Miami Code. The applies Lie decision -malting body will rosiew the information at the pubic hearing to render a recommendation or a final decld on. PZ-21-10809 12/16/21 Day Plan -1 - Time of Day Action Plan Cycle Length Offset Phs Spl 1 Phs Spl 2 Phs Spl 4 Phs Spl 6 00:00:00 62 - - - - - - 10:00:00 1 110 6 15 62 33 77 11:30:00 4 120 105 15 72 33 87 13:00:00 9 120 83 18 66 36 84 19:00:00 3 100 6 15 52 33 67 22:00:00 10 90 2 14 43 33 57 Schedule - 2 Day of Week SUN MON TUE WED THU FRI SAT Day Plan - 2 - Time of Day Action Plan Cycle Length Offset Phs Spl 1 Phs Spl 2 Phs Spl 4 Phs Spl 6 00:00:00 62 - - - - - - 06:00:00 10 90 2 14 43 33 57 08:00:00 1 110 6 15 62 33 77 22:00:00 10 90 2 14 43 33 57 Action Plan Name Pattern Enabled Logic Processor Statements 62 Free N/A 2 2 N/A 1 1 N/A 4 4 N/A 9 9 N/A 5 5 N/A 3 3 N/A 10 10 N/A file:///C:/Users/T670041/AppData/Roaming/Econolite/Prints/9884/PrintAll.html 3/31/2020 DB Editor Report PUSt/ < MIAMI I Coordination Options Options (MM) 3-1 Manual Pattern Auto System Source SYS Splits In Seconds Transition Smooth Dwell / Add Time 0 Delay Coord Wk- No LZ Ped Recall Local Zero Override Re -sync Count No Yes 0 Auto Perm Minimum Green ECPI Coord System Format Offsets In Max Select Force Off Use Ped Time Ped Reservice FO Added Ini Green Multisync Miami -Dade, FL 4777 - US-1 & NE 62nd St. - 2070 1C - Econolite Type - Cobalt Yes PTN Seconds MAXINH Fixed Yes Yes No No Seconds MM 3-4 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Minimum Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Split Demand (MM) 3-5 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Demand 1 Demand 2 Demand 1 2 Detector 0 0 Call Time (Sec) 0 0 Cycle Count 0 0 E NOTICE Thls submittal needs to be scheduled fora public hearing in accordance with timelines set forth In the City of Miami Code. The applicable decision -ma long body wlll review the Information at the public hearing to render a recommendation or a final decid on. PZ-21-10809 12/16/21 sN EW cO°Qv file:///C:/Users/T670041/AppData/Roaming/Econolite/Prints/9884/PrintAll.html 3/31/2020 DB Editor Report PUBL./ -10 Actuated Walk No Rest Phase Reservice Max Select No None Split Preference Phases TS2 (Pat -Off) 0-2 Std (COS) 17 Dwell/Add Time 0 Sequence 1 Action Plan 0 Force Off None Splits In Seconds Offsets In Seconds Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Description N-L S-T N W-T N N-T N N N N N N N N N N Splits (Split Pat 2) 19 65 0 36 0 84 0 0 0 0 0 0 0 0 0 0 Pref 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pref 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ring 1 2 3 4 Ring Split Ext 0 0 0 0 Ring Displacement - 0 0 0 Split Sum 120s 84s 0s 0s Misc. Data Veh Perm 1 0 Veh Perm 2 0 Veh Perm 2 Disp 0 Split Demand 0 Split Demand 0 Crossing Arterial 0 Pat 1 Pat 2 Pat spur rattern Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Coord Phase X X Vehicle Recall Pedestrian Recall Recall to Max. Time Omit Phase X X X X X X X X Special Funciton Outputs Coordinator Pattern # 3 Split Pattern 3 Cycle 100 Offset Value 6s Actuated Coord No Actuated Walk No Rest Phase Reservice Max Select No None Split Preference Phases TS2 (Pat -Off) 0-3 Std (COS) 25 Dwell/Add Time 0 Timing Plan 1 Sequence 1 Action Plan 0 Force Off None Splits In Seconds Offsets In Seconds Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Description N-L S-T N W-T N N-T N N N N N N N N N N Splits (Split Pat 3) 15 52 0 33 0 67 0 0 0 0 0 0 0 0 0 0 Pref 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pref 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ring 1 2 3 4 Ring Split Ext 0 0 0 0 Ring Displacement - 0 0 0 Split Sum 100s 67s 0s 0s Split Pattern Misc. Data Veh Perm 1 0 Veh Perm 2 0 Veh Perm 2 Disp 0 Split Demand 0 Split Demand 0 Crossing Arterial 0 Pat 1 Pat 2 Pat Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Coord Phase X X Vehicle Recall Pedestrian Recall Recall to Max. Time Omit Phase X X X X X X X X Special Funciton Outputs olk NOTICE This submittal needs to be scheduled fora puboc hearing In accordance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 �sN �i Ew C°0 file:///C:/Users/T670041/AppData/Roaming/Econolite/Prints/9884/PrintAll.html 3/31/2020 DB Editor Report '��O PUBL., -10 Coordinator Pattern # 4 Split Pattern 4 Cycle 120 Offset Value 105s Actuated Coord No Actuated Walk No Rest Phase Reservice Max Select No None Split Preference Phases TS2 (Pat -Off) 1-1 Std (COS) 33 Dwell/Add Time 0 Timing Plan 1 Sequence 1 Action Plan 0 Force Off None Splits In Seconds Offsets In Seconds Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Description N-L S-T N W-T N N-T N N N N N N N N N N Splits (Split Pat 4) 15 72 0 33 0 87 0 0 0 0 0 0 0 0 0 0 Pref 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pref 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ring 1 2 3 4 Ring Split Ext 0 0 0 0 Ring Displacement - 0 0 0 Split Sum 120s 87s 0s 0s Misc. Data Veh Perm 1 0 Veh Perm 2 0 Veh Perm 2 Disp 0 Split Demand 0 Split Demand 0 Crossing Arterial 0 Pat 1 Pat 2 Pat spur rattern Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Coord Phase X X Vehicle Recall Pedestrian Recall Recall to Max. Time Omit Phase X X X X X X X X Special Funciton Outputs Actuated Walk No Rest Phase Reservice Max Select No None Split Preference Phases TS2 (Pat -Off) 1-2 Std (COS) 41 Dwell/Add Time 0 Sequence 1 Action Plan 0 Force Off None Splits In Seconds Offsets In Seconds Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Description N-L S-T N W-T N N-T N N N N N N N N N N Splits (Split Pat 5) 18 76 0 36 0 94 0 0 0 0 0 0 0 0 0 0 Pref 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pref 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ring 1 2 3 4 Ring Split Ext 0 0 0 0 Ring Displacement - 0 0 0 Split Sum 130s 94s 0s 0s Split Pattern Misc. Data Veh Perm 1 0 Veh Perm 2 0 Veh Perm 2 Disp 0 Split Demand 0 Split Demand 0 Crossing Arterial 0 Pat 1 Pat 2 Pat Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Coord Phase X X Vehicle Recall Pedestrian Recall Recall to Max. Time Omit Phase X X X X X X X X Special Funciton Outputs NOTICE This submittal needs to be scheduled fora puboc hearing In accordance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a anal deuce on. PZ-21-10809 12/16/21 �sN I� Ew C°0 file:///C:/Users/T670041/AppData/Roaming/Econolite/Prints/9884/PrintAll.html 3/31/2020 DB Editor Report PUBL./ -10 Override Sys No T - Sequence 1 Veh Detector Plan() Det Log None Flash No Red Rest No Veh Det Diag 2 Ped Det Diag 0 Plan Plan Dimming Enable No Re t Veh Priority No Pmt Ped Priority No Ret Pmt Cond Delay No Pmt Queue Delay No Phase 1 2 3 4 5 6 7 8 9 101112 13141516 Ped Recall Walk 2 Veh Ext 2 Veh Recall Max Recall Max 2 Max 3 CS Inhibit Omit Spec Func (1-8) Aux Func (1-3) 1 2 3 4 5 6 7 8 9 101112131415 LP 1-15 LP 16-30 LP 31-45 LP 46-60 LP 61-75 LP 76-90 LP 91-100 Action Plan - 3 - "3" Pattern 3 Override Sys No Timing Plan 0 Sequence 1 Veh Detector Plan() Det Log None Flash No Red Rest No Veh Det Diag Ped Det Diag Plan 2 Plan 0 Dimming Enable No Re t Veh Priority No Pmt Ped Priority No Ret Pmt Cond Delay No Pmt Queue Delay No Phase 1 2 3 4 5 6 7 8 9 101112 13141516 Ped Recall Walk 2 Veh Ext 2 Veh Recall Max Recall Max 2 Max 3 CS Inhibit Omit Spec Func (1-8) Aux Func (1-3) 1 2 3 4 5 6 7 8 9 101112131415 LP 1-15 LP 16-30 LP 31-45 LP 46-60 LP 61-75 LP 76-90 LP 91-100 olk NOTICE This submittal needs to be scheduled fora puboc hearing In accordance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a anal deuce on. PZ-21-10809 12/16/21 �sN fI Ew G00 file:///C:/Users/T670041/AppData/Roaming/Econolite/Prints/9884/PrintAll.html 3/31/2020 DB Editor Report PUBL./ -10 Action Plan - 4 - "4" Pattern 4 Override Sys No Timing Plan 0 Sequence 1 Veh Detector Plan() Det Log None Flash No Red Rest No Veh Det Diag 2 Ped Det Diag 0 Plan Plan Dimming Enable No Re t Veh Priority No Pmt Ped Priority No Ret Pmt Cond Delay No Pmt Queue Delay No Phase 1 2 3 4 5 6 7 8 9 101112 13141516 Ped Recall Walk 2 Veh Ext 2 Veh Recall Max Recall Max 2 Max 3 CS Inhibit Omit Spec Func (1-8) Aux Func (1-3) 1 2 3 4 5 6 7 8 9 101112131415 LP 1-15 LP 16-30 LP 31-45 LP 46-60 LP 61-75 LP 76-90 LP 91-100 Override Sys No Sequence 1 Veh Detector Plan() Det Log None Flash No Red Rest No Veh Det Diag Ped Det Diag Plan 2 Plan 0 Dimming Enable No Re t Veh Priority No Pmt Ped Priority No Ret Pmt Cond Delay No Pmt Queue Delay No Phase 1 2 3 4 5 6 7 8 9 101112 13141516 Ped Recall Walk 2 Veh Ext 2 Veh Recall Max Recall Max 2 Max 3 CS Inhibit Omit Spec Func (1-8) Aux Func (1-3) 1 2 3 4 5 6 7 8 9 101112131415 LP 1-15 LP 16-30 LP 31-45 LP 46-60 LP 61-75 LP 76-90 LP 91-100 olk NOTICE This submittal needs to be scheduled fora puboc hearing In accordance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a anal deuce on. PZ-21-10809 12/16/21 �sN fI Ew G00 file:///C:/Users/T670041/AppData/Roaming/Econolite/Prints/9884/PrintAll.html 3/31/2020 DB Editor Report Miami -Dade, FL MIAMI I 4777 - US-1 & NE 62nd St. - 2070 1C - Econolite Type - Cobalt Time Base Day Plan/Schedule Day Plan (MM) 5-3 Day Plan #1 - "1" Event Action Plan Start Time 1 62 00:00 3 1 10:00 4 4 11:30 5 9 13:00 7 3 19:00 8 10 22:00 Day Plan #2 - "2" Event Action Plan Start Time 1 62 00:00 2 10 06:00 3 1 08:00 4 10 22:00 E PURL/ 4 0 4- Q. < NOTICE Thls submittal needs to be scheduled fora public hearing in accordance with timelines set forth In the City of Miami Code. The applicable decision-mahing body %ill review the Information at the public hearing to render a recommendation or a final decid on. PZ-21-10809 12/16/21 sN 1 SEW cO�Qv file:///C:/Users/T670041/AppData/Roaming/Econolite/Prints/9884/PrintAll.html 3/31/2020 DB Editor Report '��O PURL/ -10 Schedule (MM) 5-4 Month JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Day (DOW) SUN MON TUE WED THU FRI SAT Day (DOM) 1 2 3 4 5 6 7 8 9 10 11 X X X X X X X X X X X 12 13 14 15 16 17 18 19 20 21 22 X X X X X X X X X X X 23 24 25 26 27 28 29 30 31 X X X X X X X X X Schedule Number - 2 Day Plan No.: 2 Month JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Day (DOW) SUN MON TUE WED THU FRI SAT Day (DOM) 1 2 3 4 5 6 7 8 9 10 11 X X X X X X X X X X X 12 13 14 15 16 17 18 19 20 21 22 X X X X X X X X X X X 23 24 25 26 27 28 29 30 31 X X X X X X X X X NOTICE This submittal needs to be scheduled fora puboc hearing In accordance whh Id matinee set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 sN SEW cO�Qv file:///C:/Users/T670041/AppData/Roaming/Econolite/Prints/9884/PrintAll.html 3/31/2020 Phase Cp1+6 U S NBLT Na Ac-uATED J31, Li. Clear To R/W 2.+6 a R R 4 R _R SIGNAL OPERATING PLAN Signal Head Number .1144 To z cia+c, Us -L Ni13 . SS RECA L L. R/W X PPb G.G Y R G R b4 Y R Y pw bw P4. bw RW PG DW P$ This submittal needs to be schebu Led bra public hearing In accordance wilt timelines set forth in the City of Miami Code. The appllcade deoIdon-making body mil review the Information at the public hearing to render recommendation or a final decision. bw bw Dw bW Dw DW bw DM/ bw DW bW EXC»us►VE F. ActwTED PG,P8 R/W R R R w w w nCL R D If R R R R. R l+6 R R R R ca{CD R FDw bw bW DvN1 NE 6a sT \N B Acl.M BY: RIW R R G R Fow DW DEN AP- bW DvJ R R Y Y R R Dv.) b u1 bud but) Few DW flW bW bud R/W FEW Dv.) DW bw Dw btl) Flashing Operation FY FY FR FY ,114 Drawn He FRANc171oN Miami -Dade County Public Works Department Date Us I Sheet ' of 1. NE G sl Check . HEr2. up6-c, Date L/2_/ O o Placed in Service Date Z)2Joo By SHOP Phasing Number 2. Asset Number 1f77 7 DB Editor Report Miami -Dade, FL MIAMI� TOD Schedule Report 2109 - US-1 & NE 61 st St. 2070-1C-Econolite Type -Cobalt 3/31/2020, 10:36 AM Phase Data EC This submittal needs to be scheduled fora public hearing In accordance wtlh timelines set forth In the City of Miami Code. The applicable decision -mailing body will review the infonnadon at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 Phase Direction Split Timing Plan Walk Ped Clear Min Green Max Green Vehicle Ext MAX 2 MAX 3yellow Red Clear 2 S- T 58 2 0 0 18 50 1 50 0 4 2 3 7 12 7 40 1 40 0 4 2 4 0 0 0 0 0 0 0 0 0 3 N 0 2 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 5 S-L 15 2 0 0 5 15 2 15 0 4 2 3 0 0 5 7 2 15 0 4 2 4 0 0 0 0 0 0 0 0 0 6 N- T 43 2 0 0 18 50 1 50 0 4 2 3 7 12 7 40 1 40 0 4 2 4 0 0 0 0 0 0 0 0 0 7 W 26 2 0 0 7 18 2.5 33 0 4 3 3 7 17 7 7 2.5 35 0 4 3 4 0 0 0 0 0 0 0 0 0 8 E- L 26 2 0 0 7 20 2.5 35 0 4 3 3 7 17 7 7 2.5 35 0 4 3 4 0 0 0 0 0 0 0 0 0 16 N 0 2 7 15 0 0 0 0 0 0 0 3 7 15 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 file:///C:/Users/T670041/AppData/Roaming/Econolite/Prints/15100/PrintAll.html 3/31/2020 DB Editor Report Day of Week SUN Day Plan - 1 - MON TUE WED THU FRI SAT This submittal needs to be'scheduled fora pubic hearing In accordance with timelines setfodh in the City of Miami Code. The applies Lie decision -malting body will rosiew the information at the pubic hearing to render a recommendation or a final decld on. Time of Day Action Plan Cycle Length Offset Phs Spl 2 Phs Spl 3 Phs Spl 5 Phs Spl 6 Phs Spl 7 Phs Spl 8 Phs Spl 16 00:00:00 70 - - - - - - - - - 06:00:00 32 120 20 65 0 14 51 23 32 0 09:00:00 32 120 20 65 0 14 51 23 32 0 10:00:00 31 110 4 58 0 15 43 26 26 0 11:30:00 34 120 103 68 0 15 53 26 26 0 13:00:00 39 145 85 66 0 14 52 17 32 30 19:00:00 33 100 8 52 0 15 37 24 24 0 22:00:00 40 90 4 47 0 15 32 22 21 0 Schedule - 2 Day of Week SUN MON TUE WED THU FRI SAT Day Plan - 2 - Time of Day Action Plan Cycle Length Offset Phs Spl 2 Phs Spl 3 Phs Spl 5 Phs Spl 6 Phs Spl 7 Phs Spl 8 Phs Spl 16 00:00:00 70 - - - - - - - - - 06:00:00 40 90 4 47 0 15 32 22 21 0 08:00:00 30 110 4 58 0 15 43 26 26 0 22:00:00 40 90 4 47 0 15 32 22 21 0 Action Plan Name Pattern Enabled Logic Processor Statements 70 Free N/A 32 2 N/A 52 22 N/A 32 2 N/A 31 1 N/A 34 4 N/A 39 9 N/A 35 5 N/A 33 3 N/A 40 10 N/A file:///C:/Users/T670041/AppData/Roaming/Econolite/Prints/15100/PrintAll.html 3/31/2020 DB Editor Report PUBL./ < MIAMI I Coordination Options Options (MM) 3-1 Manual Pattern Auto System Source SYS Splits In Seconds Transition Smooth Dwell / Add Time 0 Delay Coord Wk- No LZ Ped Recall No Local Zero Override Re -sync Count 0 No Auto Perm Minimum Green ECPI Coord System Format Offsets In Max Select Force Off Use Ped Time Ped Reservice FO Added Ini Green Multisync Miami -Dade, FL 2109 - US-1 & NE 61st St. - 2070-1C - Econolite Type - Cobalt Yes PTN Seconds MAXINH Fixed Yes Yes No No Seconds MM 3-4 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Minimum Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Split Demand (MM) 3-5 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Demand 1 Demand 2 Demand 1 2 Detector 0 0 Call Time (Sec) 0 0 Cycle Count 0 0 E NOTICE Thls submittal needs to be scheduled fora public hearing in accordance with timelines set forth In the City of Miami Code. The applicable decision -ma long body wlll review the Information at the public hearing to render a recommendation or a final decid on. PZ-21-10809 12/16/21 00.44" �+ fI Ew G0° file:///C:/Users/T670041/AppData/Roaming/Econolite/Prints/15100/PrintAll.html 3/31/2020 DB Editor Report '��O PUBL., -10 Coordinator Pattern # 4 Split Pattern 4 Cycle 120 Offset Value 103s Actuated Coord No Actuated Walk No Rest Phase Reservice Max Select No None Split Preference Phases TS2 (Pat -Off) 1-1 Std (COS) 33 Dwell/Add Time 0 Timing Plan 1 Sequence 1 Action Plan 0 Force Off None Splits In Seconds Offsets In Seconds Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Description N S-T N N S-L N-T W E-LT N-LT NNNNNNN Splits (Split Pat 4) 0 68 0 0 15 53 26 26 0 0 0 0 0 0 0 0 Pref 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pref 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ring 1 2 3 4 Ring Split Ext 0 0 0 0 Ring Displacement - 0 0 0 Split Sum 68s 120s 0s 0s Misc. Data Veh Perm 1 0 Veh Perm 2 0 Veh Perm 2 Disp 0 Split Demand 0 Split Demand 0 Crossing Arterial 0 Pat 1 Pat 2 Pat spur rattern Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Coord Phase X X Vehicle Recall Pedestrian Recall Recall to Max. Time Omit Phase X X X X X X X Special Funciton Outputs Actuated Coord No Actuated Walk No Rest Phase Reservice Max Select No None Split Preference Phases TS2 (Pat -Off) 1-2 Std (COS) 41 Dwell/Add Time 0 Sequence 1 Action Plan 0 Force Off None Splits In Seconds Offsets In Seconds Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Description N S-T N N S-L N-T W E-LT N-LT NNNNNNN Splits (Split Pat 5) 0 81 0 0 13 68 22 27 0 0 0 0 0 0 0 0 Pref 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pref 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ring 1 2 3 4 Ring Split Ext 0 0 0 0 Ring Displacement - 0 0 0 Split Sum 81s 130s 0s 0s Split Pattern Misc. Data Veh Perm 1 0 Veh Perm 2 0 Veh Perm 2 Disp 0 Split Demand 0 Split Demand 0 Crossing Arterial 0 Pat 1 Pat 2 Pat Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Coord Phase X X Vehicle Recall Pedestrian Recall Recall to Max. Time Omit Phase X X X X X X X X Special Funciton Outputs NOTICE This submittal needs to be scheduled fora puboc hearing In accordance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a anal deuce on. PZ-21-10809 12/16/21 �sN I� Ew C°0 file:///C:/Users/T670041/AppData/Roaming/Econolite/Prints/15100/PrintAll.html 3/31/2020 DB Editor Report PUBL./ -10 TS2 (Pat -Off) 7-1 Std (COS) 18 Dwell/Add Time 0 Actuated Coord No Actuated Walk No Sequence 1 Rest Phase No Action Plan 0 Reservice Max Select None Force Off Float Split Preference Phases Splits In Seconds Offsets In Seconds Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Description N S-T N N S-L N-T W E-LT N-LT NNNNNNN Splits (Split Pat 22) 0 41 0 0 14 27 17 32 0 0 0 0 0 0 0 30 Pref 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pref 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ring 1 2 3 4 Ring Split Ext 0 0 0 0 Ring Displacement - 0 0 0 Split Sum 41s 120s 0s 0s Misc. Data Veh Perm 1 0 Veh Perm 2 0 Veh Perm 2 Disp 0 Split Demand 0 Split Demand 0 Crossing Arterial 0 Pat 1 Pat 2 Pat spur rattern Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Coord Phase X X Vehicle Recall Pedestrian Recall Recall to Max. Time Omit Phase X X X X X X X Special Funciton Outputs olk NOTICE This submittal needs to be scheduled fora puboc hearing In accordance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a anal deuce on. PZ-21-10809 12/16/21 sN SEW cO�Qv file:///C:/Users/T670041/AppData/Roaming/Econolite/Prints/15100/PrintAll.html 3/31/2020 DB Editor Report PURL/ -10 Override Sys No Sequence 1 Veh Detector Plan() Det Log None Flash No Red Rest No Veh Det Diag 2 Ped Det Diag 0 Plan Plan Dimming Enable No Re t Veh Priority No Pmt Ped Priority No Ret Pmt Cond Delay No Pmt Queue Delay No Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Ped Recall Walk 2 Veh Ext 2 Veh Recall Max Recall Max 2 Max 3 CS Inhibit Omit Spec Func (1-8) X Aux Func (1-3) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 LP 1-15 LP 16-30 LP 31-45 LP 46-60 LP 61-75 LP 76-90 LP 91-100 Action Plan - 39 - "39" Pattern 9 Override Sys No Timing Plan 2 Sequence 1 Veh Detector Plan() Det Log None Flash No Red Rest No Veh Det Diag Ped Det Diag Plan 2 Plan 0 Dimming Enable No Re t Veh Priority No Pmt Ped Priority No Ret Pmt Cond Delay No Pmt Queue Delay No Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Ped Recall Walk 2 Veh Ext 2 Veh Recall Max Recall Max 2 Max 3 CS Inhibit Omit Spec Func (1-8) Aux Func (1-3) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 LP 1-15 LP 16-30 LP 31-45 LP 46-60 LP 61-75 LP 76-90 LP 91-100 olk NOTICE This submittal needs to be scheduled fora puboc hearing In accordance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a anal deuce on. PZ-21-10809 12/16/21 \sN fI Ew G00 file:///C:/Users/T670041/AppData/Roaming/Econolite/Prints/15100/PrintAll.html 3/31/2020 DB Editor Report '��O PURL/ -10 Action Plan - 40 - "40" Pattern 10 Override Sys No Timing Plan 0 Sequence 1 Veh Detector Plan() Det Log None Flash No Red Rest No Veh Det Diag 2 Ped Det Diag 0 Plan Plan Dimming Enable No Re t Veh Priority No Pmt Ped Priority No Ret Pmt Cond Delay No Pmt Queue Delay No Phase 1 2 3 4 5 6 7 8 9 10 1112 13 141516 Ped Recall Walk 2 Veh Ext 2 Veh Recall Max Recall Max 2 Max 3 CS Inhibit Omit Spec Func (1-8) X Aux Func (1-3) 1 2 3 4 5 6 7 8 9 101112131415 LP 1-15 LP 16-30 LP 31-45 LP 46-60 LP 61-75 LP 76-90 LP 91-100 Override Sys No Sequence 1 Veh Detector Plan() Det Log None Flash No Red Rest No Veh Det Diag Ped Det Diag Plan 2 Plan 0 Dimming Enable No Re t Veh Priority No Pmt Ped Priority No Ret Pmt Cond Delay No Pmt Queue Delay No Phase 1 2 3 4 5 6 7 8 9 10 1112 13 141516 Ped Recall Walk 2 Veh Ext 2 Veh Recall Max Recall Max 2 Max 3 CS Inhibit Omit Spec Func (1-8) Aux Func (1-3) 1 2 3 4 5 6 7 8 9 101112131415 LP 1-15 LP 16-30 LP 31-45 LP 46-60 LP 61-75 LP 76-90 LP 91-100 NOTICE This submittal needs to be scheduled fora puboc hearing In accordance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a anal deuce on. PZ-21-10809 12/16/21 �sN fI Ew G00 file:///C:/Users/T670041/AppData/Roaming/Econolite/Prints/15100/PrintAll.html 3/31/2020 DB Editor Report Miami -Dade, FL MIAMI I 2109 - US-1 & NE 61st St. - 2070-1C - Econolite Type - Cobalt Time Base Day Plan/Schedule Day Plan (MM) 5-3 Day Plan #1 - "1" Event Action Plan Start Time 1 70 00:00 2 32 06:00 4 32 09:00 5 31 10:00 6 34 11:30 7 39 13:00 9 33 19:00 10 40 22:00 Day Plan #2 - "2" Event Action Plan Start Time 1 70 00:00 2 40 06:00 3 30 08:00 4 40 22:00 PURL/ 4 0 4- Q. < NOTICE Thls submittal needs to be scheduled fora public hearing in accordance with timelines set forth In the City of Miami Code. The applicable decision-mahing body %ill review the Information at the public hearing to render a recommendation or a final decid on. PZ-21-10809 12/16/21 sN 1 SEW cO�Qv file:///C:/Users/T670041/AppData/Roaming/Econolite/Prints/15100/PrintAll.html 3/31/2020 DB Editor Report '��O PURL/ -10 Schedule (MM) 5-4 Month JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Day (DOW) SUN MON TUE WED THU FRI SAT Day (DOM) 1 2 3 4 5 6 7 8 9 10 11 X X X X X X X X X X X 12 13 14 15 16 17 18 19 20 21 22 X X X X X X X X X X X 23 24 25 26 27 28 29 30 31 X X X X X X X X X Schedule Number - 2 Day Plan No.: 2 Month JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Day (DOW) SUN MON TUE WED THU FRI SAT Day (DOM) 1 2 3 4 5 6 7 8 9 10 11 X X X X X X X X X X X 12 13 14 15 16 17 18 19 20 21 22 X X X X X X X X X X X 23 24 25 26 27 28 29 30 31 X X X X X X X X X NOTICE This submittal needs to be scheduled fora puboc hearing In accordance whh Id matinee set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 sN SEW cO�Qv file:///C:/Users/T670041/AppData/Roaming/Econolite/Prints/15100/PrintAll.html 3/31/2020 SIGNAL OPERATING PLAN Direction SN NB EB WB Ped Heads ®�j f. yy" 4 tt o' NOTICE Timing Phases Head No. 5/2 2 1 6 8L 8 4L 1 4R P2 P4 P6 P8 (2+5) SBLT US 1 (ACTUATED) Dwell <G/G G I R R R R I R/G> DW DW DW DW c (2+6) <Y/G G I R R R R , R/Y> DW DW DW DW Thlasob.eatlstobeschetlWetliorapobhcheminy I J, 2 In aaortlana wiHi hmellnes set forth in the City of eeInoebladpuehatredee ry wtItnnaonat the bhrrng orenra �mendation or a final tlecoon PZ-21-10809 417�� 1 2/1 6/2 1 a 0 R V F1/! (2+6) N/SB US1 (RECALL) Dwell G I G I G R R R R DW DW DW DW E►N ' -+ 2 5/2 CO 6 c XPED Y; Y 1 G R R R R DW DW DW DW I 8 Y Y 1 G R R R R DW DW DW DW a 7 Y Y G R R R R DW DW DW DW t I O X-PED Dwell R R R R R R R W/F W/F W/F W/F r : P4 0 P2 P6 CDI : P8 J It. O c 8 R R R R R R R DW DW DW DW I 7 R I R R R 1 R R R DW DW DW DW a 2+5 R 1 R R R 1 R R R DW DW DW DW r 2+6 R R R R; R R R DW DW DW DW 1 G i i 8 EB NE 61 ST (ACTUATED) Dwell R R R <G/G i G R R DW DW DW DW 8L 8 c 7 R R R Y YR R DW DW DW DW 1 2+5 R R R Y Y R R DW DW DW DW e a 2+6 R R R Y Y R R DW DW DW DW I t 0 I > 7 WB NE61ST r (ACTUATED) Dwell R j R 1 R R R <G/G G DW DW DW DW 4R 2+5 R R R R R Y Y DW DW DW DW I 2+6 R I R R R R Y Y DW DW DW DW 4L r—D a I t 0 i Dwell c I PEDS HAVE A DUAL MODE OPERARTION: CONCURRENT OR EXCLUSIVE, SEE TIMING. SHOWN HERE IS THE EXCLUSIVE ONLY e a ` t 0 Flashing Operation FY I FY I 1 FY I FR 1 FR I FR I FR I Page 1 of 1 Miami -Dade County Public Works Department Designed by: WILLIAM RIVERAPAZ Date 10/5/2010 US 1 & NE 61 ST Checked by: .j-4 ' I J 9t�-� Dat9. k 0 11 I 1 tO Placed in Service PhasingNo. Asset Number Date =i)' obi 11 IBy SHOP I 7 I 2109 Blankl2 Print Date: 9/24/2019 TOD Schedule Report for 2108: NE 2 Av&NE 59 St TOD Asset Intersection Schedule Op Mode Plan # Cycle Offset 2108 NE 2 Av&NE 59 St DOW-3 [11] PM PEAK 120 73 N/ Splits PH 1 PH 2 PH 3 PH 4 PH 5 PH 6 PH 7 PH 8 - SBT - WBT - NBT - EBT 0 54 0 54 Active Phase Bank: Phase Bank 1 0 54 0 54 T Phase Walk Don't Walk Min Initial Veh Ext Max Limit Max 2 Yellow Red Phase Bank 2 3 2 3 2 3 2 3 1 2 3 2 3 1 - - 0 - 0 _ - 0 - 0 0 - 0 _ 0 - 0 0 - 0 - 0 _ - 0 - 0 2 SBT - 7 - 7 - 14 - 14 _- - 7 - 7 - 1 - 1 40 - 40 - 40 - 40 - 40 3- - 0- 0 - 0- 0 - 0- 0 - 0 - 0 0- 0- 0 - 0- 0 4 WBT - 7 - 7 - 15 - 15 - 7 - 7 -2.5 - 2.5 15 - 15 - 15 - 30 - 30 5- - 0- 0 - 0- 0 - 0- 0 - 0 - 0 0- 0- 0 - 0- 0 6 NBT - 7 - 7 - 14 - 14 - 7 - 7 - 1 - 1 40 - 40 - 40 - 40 - 40 _ 7- - 0- 0 - 0- 0 - 0- 0 - 0 - 0 0- 0- 0 - 0- 0 8 EBT - 7 - 7 - 15 - 15 - 7 - 7 -2.5 - 2.5 15 - 15 - 15 - 30 - 30 This submittal needs to be scheduled fora public hearing In accordance wkh timelines set forth In the City of Miami Code. The appfw de decision -making body will renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 Last In Service Date: unknown Time: 7 PM ax 2 Permitted Phases 12345678 Default-2-4-6-8 External Permit 0 External Permit 1 External Permit 2 Page 1 of 2 Print Date: 9/24/2019 TOD Schedule Report for 2108: NE 2 Av&NE 59 St Current Cvcle 1 2 _ SBT Green Time 6 NBT 7 8 - EBT Ring Offset Offset 3 4 - WBT 5 - TOD Schedule Plan 2 90 0 39 0 39 0 39 0 39 0 74 100 0 44 0 44 0 44 0 44 0 4 19 6 110 0 56 0 42 0 56 0 42 0 6 8 120 0 54 0 54 0 54 0 54 0 73 100 0 44 0 44 0 44 0 44 0 13 0 14 100 0 44 0 44 0 44 0 44 0 0 19 100 0 44 0 44 0 44 0 44 0 0 20 90 0 39 0 39 0 39 0 39 0 44 21 110 0 49 0 49 0 49 0 49 0 11 22 90 0 39 0 39 0 39 0 39 0 0 24 100 0 44 0 44 0 44 0 44 0 19 25 105 0 70 0 23 0 70 0 23 0 68 26 90 0 55 0 23 0 55 0 23 0 58 27 105 0 70 0 23 0 70 0 23 0 52 28 60 0 25 0 23 0 25 0 23 0 0 29 105 0 70 0 23 0 70 0 23 0 68 Current Time of Day Function Time Function 0000 TOD OUTPUTS Settings * Day of Week SuMTWThFS Local TO Time 0000 0000 0600 NOTICE This submittal needs to be scheduled for a public hearing In accordance wth timelines set forth In the City of Miami Code. The appdw de decision -making bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 Time: 7 PM 0700 19 Su S 0900 24 M T W Th F 1100 20 Su S 1400 21 Su S 1900 14 M T W Th F 1900 22 Su S 2300 Free Su S 2300 Free M T W Th F Local Time of Day Function Time Function Settings * Day of Week 3 No Calendar Defined/Enabled * Settings Blank - FREE - Phase Bank 1, Max 1 1 - Phase Bank 2, Max 1 2 - Phase Bank 2, Max 2 3 - Phase Bank 3, Max 1 4 - Phase Bank 3, Max 2 5 - EXTERNAL PERMIT 1 6 - EXTERNAL PERMIT 2 7 - X-PED OMIT 8 - TBA Page 2 of 2 SIGNAL OPERATING PLAN Direction NB SB WB EB Ped Heads ® °k ;ling Phases Head No. 6 2 8 P2 P4 P6 U.. P8 a (2+6) N/SB NE 2 /W (RECALL) Dwell G G R R W/F DW W/F D NOTICE c 4+8 Y Y R R DW DW DW D ThiaaabmkaneatlsmheahetlatlroraPebg hearing anftN ne wkh hmell be set forth in the City M Miami Cotle. The appllca Cle tlsislon-making hotly vnll e Mew elnomafionatihepubechearingtorentlera rer mentlation or afinal tleciaon. a 41 PZ-21-10809 12/16/21 � �� EVI EW COR o .. :. Dwell w - P6 c e a r t 0 (4+8) E/WB NE59ST (ACTUATED) Dwell R R G G DW WIF DW' W/F 0 › c (2+6) R R Y Y DW DW DW DW P4 `1lip-- - 4 ■ 1 e a �-1 -' 8 t 4� P8 0 PE Dwell c 1 e a ` r t ' 0 Dwell c 1 e a r i a r Dwell c i e a r t 0 Flashing Operation FY FY FR FR Page 1 of 1 Miami -Dade County Public Woiks Department Drawn R. Caraza Date 12/4/2010 NE 2 AV & NE 59 ST Checked I. >'-le�Ub,�iD�• Dat9 i l 124 Ili in Service Phasing No. Asset Number (Placed Date /l9//3 //I IBy r 4 2108 Blankl2 Print Date: 9/24/2019 TOD Schedule Report for 5327: I- 95 SB&NW 54 St TOD Asset Intersection Schedule Op Mode Plan # Cycle Offset 5327 I- 95 SB&NW 54 St DOW-3 [04] HEAVY AM PEAK 80 64 Splits PH 1 PH 2 PH 3 PH 4 PH 5 PH 6 PH 7 PH 8 - WBT SBT NBL - EBT 0 43 9 10 0 43 Active Phase Bank: if Phase Bank 1 0 0 Phase Walk Don't Walk Min Initial Veh Ext Max Limit Max 2 Yellow Red Phase Bank 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 2 3 1- - 0- 0 - 0- 0 - 0- 0 1 - 0 - 0 0- 0- 0 - 0- 0 2 WBT - 7 - 7 - 20 - 20 - 7 - 7 1-- - 1 - 1 20 - 20 - 20 - 40 - 40 3 SBT - 0 - 0 ~ - 0 - 0 - 7 - 7 -2.5 - 2.5 30 - 30 - 30 - 40 - 40 4 NBL - 0 - 0 - 0 - 0 - 7 - 7 -2.5 - 2.5 10 - 10 - 10 - 20 - 20 5- - 0- 0 - 0- 0 - 0- 0 - 0 - 0 0- 0- 0 - 0- 0 6 EBT - 7 - 7 - 20 - 20- 7 - 7 - 1 - 1 20 - 20 - 20 - 40 - 40 _ 7- - 0- 0 - 0- 0 I - 0- 0 - 0 - 0 0- 0- 0 - 0- 0 8- - 0- 0 - 0- 0 - 0- 0 1 - 0 - 0 0- 0- 0 - 0- 0 N/ This submittal needs to be scheduled fora public hearing In accordance wkh timelines set forth In the City of Miami Code. The appfw de decision -making body will renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 Last In Service Date: unknown Time: 7 PM ax 2 Permitted Phases 12345678 Default-234-6-- External Permit 0 External Permit 1 External Permit 2 Page 1 of 3 Print Date: 9/24/2019 TOD Schedule Report for 5327: I- 95 SB&NW 54 St Current Cycle 1 2 - WBT 3 SBT Green Time 7 8 - - Ring Offset Offset 4 NBL 5 6 - EBT TOD Schedule Plan 85 0 48 9 10 0 48 0 0 0 2 14 3 140 0 83 19 20 0 83 0 0 0 134 4 80 0 43 9 10 0 43 0 0 0 64 5 120 0 83 9 10 0 83 0 0 0 80 6 90 0 53 9 10 0 53 0 0 0 20 7 90 0 53 9 10 0 53 0 0 0 2 8 110 0 73 9 10 0 73 0 0 0 94 9 110 0 73 9 10 0 73 0 0 0 96 10 100 0 63 9 10 0 63 0 0 0 14 11 140 0 83 19 20 0 83 0 0 0 134 12 85 0 48 9 10 0 48 0 0 0 20 13 90 0 53 9 10 0 53 0 0 0 16 14 140 0 88 24 10 0 88 0 0 0 108 90 0 53 9 10 0 53 0 0 0 16 16 17 90 0 53 9 10 0 53 0 0 0 16 18 90 0 53 9 10 0 53 0 0 0 20 19 85 0 48 9 10 0 48 0 0 0 26 20 90 0 53 9 10 0 53 0 0 0 16 21 90 0 53 9 10 0 53 0 0 0 16 Current Time of Day Function Time Function 0000 TOD OUTPUTS Settings * Day of Week SuMTWThFS Local TO Time 0000 0600 0600 NOTICE This submittal needs to be scheduled for a public hearing In accordance wth timelines set forth In the City of Miami Code. The appdw de decision -making bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 Time: 7 PM F S t S W Th F 0900 12 Su S 0930 18 M T W Th F 1345 13 M T W Th F 2000 7 M T W Th F 2100 4 Su S 2200 4 M T W Th F Local Time of Day Function Time Function Settings * Day of Week * Settings Blank - FREE - Phase Bank 1, Max 1 1 - Phase Bank 2, Max 1 2 - Phase Bank 2, Max 2 3 - Phase Bank 3, Max 1 4 - Phase Bank 3, Max 2 5 - EXTERNAL PERMIT 1 6 - EXTERNAL PERMIT 2 7 - X-PED OMIT 8 - TBA Page 2 of 3 Print Date: 9/24/2019 TOD Schedule Report for 5327: I- 95 SB&NW 54 St No Calendar Defined/Enabled This submittal needs to be scheduled fora pubic hearing in accordance wth timelines set forth In the City of Miami Code. The appdw de decision -making bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 Time: 7 PM Page 3 of 3 • SI Direction EB WB SB NB Ped Heads (.1F O f" 9� Timing Phases Head No. 6 2 3/8 8 8V 7 4R P2 P6 Q OR, Dwell G G R R R R R W/F W/F NOTICE 2+6 1 ,mm -n 3+8 Y Y R R R R I R DW DWW mraubrnftNneeds to ebedwed tor a pubuc hearng Mame:mea P°aaedo�"-�ak�9eeY WB/EB 7+4 Y Y R R R R R DW DW ew Ne intomnation at the pubbc hearing to render a p om endedonore eieeu9on NW 54 STREET d't Pz-21-10809 12/16/21 ���REVIEW RECALL GDQ Dwell R I R FG/G G/G4 G R R DW DW r 3+8 7+4 R R Y Y Y R R DW DW SBUSB c 2+6 R R Y Y Y R R DW DWi 1/4......c.L. NW 6 CT a •8R ACTUATED 3/8 Dwell R R R R R E-G G- DW DW — 7+4 1 , m o - 0 2+6 R R R R R Y Y DW DW NBUNBR 7 4R NW6CT ACTUATED Dwell _ c e a r i 0 1 P _ 1 1 I I � � 1 Flashing Operation j FYI FY I FR FR F(Z FR I FR Page 1 of 1 Miami -Dade County Public Works Department Drawn Hugo Llamas, E.I. Date 3/21/2019 - SR 944/NW 54 STREET AT NW 6 COURT Checked Date Phasing No. Asset Number AV.T00t / a ` / t Z(f9 Date By 2 5327 OuadPPConcPeds Print Date: 9/24/2019 TOD Schedule Report for 5179: I- 95 NB&NW 54 St TOD Asset Intersection Schedule Op Mode Plan # Cycle Offset 5179 I- 95 NB&NW 54 St DOW-3 N/A 0 0 N/ Splits PH 1 PH 2 PH 3 PH 4 PH 5 PH 6 PH 7 PH 8 - NBT - EBT EBL 0 WBT 0 Active Phase Bank: 0 0 0 0 T Phase Bank 1 0 0 Phase Walk Don't Walk Min Initial Veh Ext Max Limit Max 2 Yellow Red Phase Bank 2 3 2 3 2 3 2 3 1 2 3 2 3 1 EBL - 0 - 0 - 0 - 0 - 5 - 5 - 2 - 2 15 - 15 - 15 - 25 - 25 2 WBT - 7 - 7 - 13 - 13 - 16 - 16 - 1 - 1 35 - 35 - 35 - 40 - 40 3- - 0- 0 - 0- 0 - 0- 0 - 0 - 0 0- 0- 0 - 0- 0 4 NBT - 7 - 7 - 18 - 18 - 7 - 7 ,5 -2.5 - 2.5 30 - 30 - 30 - 40 - 40 5- - 0- 0 - 0- 0 - 0- 0 - 0 - 0 0- 0- 0 - 0- 0 _ _ 6 EBT - 7 - 7 - 13 - 13 - 16 - 16 - 1 - 1 35 - 35 - 35 - 40 - 40 7- - 0- 0 - 0- 0 - 0- 0 - 0 - 0 0- 0- 0 - 0- 0 8- - 0- 0 - 0- 0 - 0- 0 - 0 - 0 0- 0- 0 - 0- 0 This submittal needs to be scheduled fora public hearing In accordance wkh timelines set forth In the City of Miami Code. The appfw de decision -making body will renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 Last In Service Date: unknown Time: 0 PM ax 0 Permitted Phases 12345678 Default 12-4-6-- External Permit 0 External Permit 1 External Permit 2 Page 1 of 3 Print Date: 9/24/2019 TOD Schedule Report for 5179: I- 95 NB&NW 54 St Current 1 EBL 2 WBT Green Time 7 8 - - Ring Offset Offset 3 4 - NBT 5 6 - EBT TOD Schedule Plan 85 0 42 0 31 0 42 0 0 0 2 10 3 140 0 77 0 51 0 77 0 0 0 130 4 85 0 42 0 31 0 42 0 0 0 70 5 120 13 58 0 31 0 77 0 0 0 76 6 90 0 47 0 31 0 47 0 0 0 16 7 90 5 36 0 31 0 47 0 0 0 88 8 110 0 67 0 31 0 67 0 0 0 90 9 110 0 67 0 31 0 67 0 0 0 92 10 100 0 57 0 31 0 57 0 0 0 10 11 140 0 77 0 51 0 77 0 0 0 130 12 85 0 42 0 31 0 42 0 0 0 16 13 90 5 36 0 31 0 47 0 0 0 12 14 140 0 97 0 31 0 97 0 0 0 120 90 0 47 0 31 0 47 0 0 0 16 12 17 90 0 47 0 31 0 47 0 0 0 12 18 90 5 36 0 31 0 47 0 0 0 16 19 85 0 42 0 31 0 42 0 0 0 22 20 90 0 47 0 31 0 47 0 0 0 12 21 90 0 47 0 31 0 47 0 0 0 12 Current Time of Day Function Time Function 0000 TOD OUTPUTS Settings * Day of Week SuMTWThFS Local TO Time 0000 0600 0600 PURL, NOTICE This submittal needs to be scheduled for a pubic hearing In accordance wth timelines set forth In the City of Miami Code. The appdw de decision -making bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 Time: 0 PM F S t S W Th F 0900 12 Su S 0930 18 M T W Th F 1345 13 M T W Th F 2000 7 M T W Th F 2100 4 Su S 2200 4 M T W Th F Local Time of Day Function Time Function Settings * Day of Week * Settings Blank - FREE - Phase Bank 1, Max 1 1 - Phase Bank 2, Max 1 2 - Phase Bank 2, Max 2 3 - Phase Bank 3, Max 1 4 - Phase Bank 3, Max 2 5 - EXTERNAL PERMIT 1 6 - EXTERNAL PERMIT 2 7 - X-PED OMIT 8 - TBA Page 2 of 3 Print Date: 9/24/2019 TOD Schedule Report for 5179: I- 95 NB&NW 54 St No Calendar Defined/Enabled This submittal needs to be scheduled fora pubic hearing in accordance wth timelines set forth In the City of Miami Code. The appdw de decision -making bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 Time: 0 PM Page 3 of 3 ,ICiNAL OPERATING PLAN Timing Phase 1+6 EBUEBT NW 54 ST ACTUATED 2+6 WB/EB NW 54 ST RECALL 4 NB NW 6 AVE ACTUATED Flashing Op F rim,I IPage 1 of 1 This submittal needs to be scheduled for a pubuc hearing in accordance with timelines set forth in the City of Miami Code. The applicade decision-rna king body will renew the infommauon at the public hearing to render a recommended on or a final dec K on. PZ-21-10809 12/16/21 — 2— — > 2�~ f T 41 Direction EB WB NB Ped Heads s Head No. 1/6 6 2 4 P2 P4 P6 Dwell <G/G/ G R R DW DW W/F 2+6 Y16 G R R DW DW W/F c _ e a Dwell G G G R W/F DW W/F Y Y Y R DW DW DW c 1 e a r Dwell R R R G DW W/F DW 1+6 R R R Y DW DW DW c 2+6 R R R Y DW DW DW 1 e— a r Dwell 1 , ration FY FY Drawn Hugo Llamas, E.I. Miami -Dade County Public Works Department Date 2/6/2019 Checec Date 3%zq/? Date 7 SR 944/NW 54 STREET AT NW 6 AVENUE Phasing No. By 2 Asset Num ear 5179 QuadPPConcPeds Print Date: 9/24/2019 TOD Schedule Report for 2071: NW 2 Av&NW 54 St TOD Asset Intersection Schedule Op Mode Plan # Cycle Offset 2071 NW 2 Av&NW 54 St DOW-3 [12] HEAVY PM PEAK 150 68 N/ Splits PH 1 PH 2 PH 3 PH 4 PH 5 PH 6 PH 7 PH 8 - WBT - NBT - EBT - SBT 95 0 Active Phase Bank: 0 43 0 95 0 43 Phase Bank 1 Phase Walk Don't Walk Min Initial Veh Ext Max Limit Max 2 Yellow Red Phase Bank 2 3 2 3 2 3 2 3 1 2 3 2 3 1- - 0- 0 - 0- 0 - 0- 0 - 0 - 0 0- 0- 0 . 0- 0 2 WBT - 7 - 7 - 16 - 16 - 7 - 7 - 1 - 1 30 - 30 - 30 30 - 30 3- - 0- 0 - 0- 0 - 0- 0 - 0 - 0 0- 0- 0 • 0- 0 4 NBT - 7 - 7 - 17 - 17 - 7 - 7 -2.5 - 2.5 20 - 20 - 20 58 - 55 5- - 0- 0 - 0- 0 - 0- 0 - 0 - 0 0- 0- 0 . 0- 0 6 EBT - 7 - 7 . 30 - 30 - 16 - 16 - 7 - 7 - 1 - 1 30 - 30 - 30 _ 7- - 0- 0 - 0- 0 - 0- 0 - 0 - 0 0- 0- 0 . 0- 0 8 SBT - 7 - 7 - 17 - 17 - 7 - 7 -2.5 - 2.5 20 - 20 - 20 58 - 55 This submittal needs to be scheduled fora public hearing In accordance wkh timelines set forth In the City of Miami Code. The appfw de decision -making body will renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 Last In Service Date: unknown Time: 1 PM ax 2 Permitted Phases 12345678 Default-2-4-6-8 External Permit 0 External Permit 1 External Permit 2 Page 1 of 2 Print Date: 9/24/2019 TOD Schedule Report for 2071: NW 2 Av&NW 54 St Current Cycle 1 2 - WBT Green Time 7 8 - SBT Ring Offset Offset 3 4 - NBT 5 6 - EBT TOD Schedule Plan 120 0 75 0 33 0 75 0 33 0 5 68 9 130 0 75 0 43 0 75 0 43 0 60 110 0 57 0 41 0 57 0 41 0 13 62 14 90 0 47 0 31 0 47 0 31 0 60 19 90 0 49 0 29 0 49 0 29 0 18 20 110 0 60 0 38 0 60 0 38 0 26 21 120 0 70 0 38 0 70 0 38 0 60 22 100 0 57 0 31 0 57 0 31 0 62 Current Time of Day Function Time Function 0000 TOD OUTPUTS Settings * Day of Week SuMTWThFS Local TO NOTICE This submittal needs to be scheduled for a public hearing In accordance wth timelines set forth In the City of Miami Code. The appdw de decision -making bodywill renew the Information at the public hearing to render a recommendation or a final decision. Q\' 0600 19' VIEW C01 S 1000 20 Su S 1000 5 M T W Th F 1200 9 M T W Th F 1300 21 Su S Time: 1 PM 1800 1900 2200 2200 Local Time of Day Function Time Function Settings * Day of Week No Calendar Defined/Enabled 22 13 14 Free PZ-21-10809 12/16/21 Su S M T W Th F M T W Th F Su S * Settings Blank - FREE - Phase Bank 1, Max 1 1 - Phase Bank 2, Max 1 2 - Phase Bank 2, Max 2 3 - Phase Bank 3, Max 1 4 - Phase Bank 3, Max 2 5 - EXTERNAL PERMIT 1 6 - EXTERNAL PERMIT 2 7 - X-PED OMIT 8 - TBA Page 2 of 2 SIGNAL OPERATING PLAN Direction + a E s h1$ s s r Ped Heads 0 4- a =4 ` .k NOTICE rming Phases Head No. a ( 4 $ I - Pa PC Psi- P2 '.s p /4� �11 Efrj N uo 5-Lt. sr R.ECA Dwell G. G.. R R I ` F '/' b b Thiaaabmk al neatls obeachetlaetl brapebgn hearing aortlana wkh hmellnes set forth in the City M c 4-÷Y. �/ / it \� y ^ i( 1! I� R. I 1•C No b (�j tko j� i 'z (�V 41ok Miami Cotle. The appllcade tlsislon-making hotly vnll reMewihe lnformafion at the pub4c hearing to rentlera recommentlation or afinal tleciaon. PZ-21-10809 9A„ 12/16/21 Q e s - - EVI EW CO t 0 4 +ig Ni/5 WO Z AU fr.0 U fEb Dwelt R G. I (w 4 but VP w/F l ! Eat2tit I i �•\ �l`.h 1 1 si l I rrr��� �j b4� i a+G R `1' b ow tg.0 bo 1 8 r t U Dwell c t e 8 r t 0 .- -. . ... Dwell ono® c t e a r t 0 Dwell c e a r t C. Dwell c t e 0 r t 0 Flashing Operation 5� p f rt.,: Page l of J Miami -Dade County Public Works Department Drawn$Date I' 1 , CI 1 fo 6/Z J/i - N `NI 2_ A-v 4 1 ,mil uN 5 q 5 t Checked 14,1/6vo.c .JJ7 Da e f 6 Z`Il 'i Placed in Service Phasing No. Asset Number Date 3/alp/ & IBY SS t *Z-0-7/ Slank12 Print Date: 9/24/2019 TOD Schedule Report for 2070: N Miami Av&N 54 St TOD Asset Intersection Schedule Op Mode Plan # Cycle Offset 2070 N Miami Av&N 54 St DOW-3 N/A 0 0 N/ Splits PH 1 PH 2 PH 3 PH 4 PH 5 PH 6 PH 7 PH 8 SBT EBL WBT SBL NBT WBL EBT NBL 0 0 0 0 0 0 0 0 Active Phase Bank: Phase Bank 1 Phase Walk Don't Walk Min Initial Veh Ext Max Limit Max 2 Yellow Red Phase Bank 2 3 2 3 2 3 2 3 1 2 3 2 3 1 NBL - 0- 0 0. 0- 0 - 5- 5 - 2 - 2 7- 5- 7 - 5- 12 2 SBT - 7 - 7 - 20 - 20 - 7 - 7 - 1 - 1 30 - 24 - 30 - 24 - 30 3 EBL - 0- 0 0- 0- 0 - 5- 5 - 2 - 2 7- 6- 7 - 6- 12 4 WBT - 7 - 7 - 19 - 19 - 7 - 7 -2.5 - 2.5 20 - 23 - 20 - 23 - 30 5 SBL - 0- 0 0. 0- 0 - 5- 5 - 2 - 2 7- 5- 7 - 5- 12 6 NBT - 7 - 7 - 20 - 20 - 7 - 7 - 1 - 1 30 - 24 - 30 - 24 - 30 _ 7 WBL - 0- 0 0. 0- 0 - 5- 5 - 2 - 2 7- 6- 7 - 6- 12 8 EBT - 7 - 7 - 19 - 19 - 7 - 7 -2.5 - 2.5 20 - 23 - 20 - 23 - 30 This submittal needs to be scheduled fora public hearing In accordance wkh timelines set forth In the City of Miami Code. The appfw de decision -making body will renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 Last In Service Date: unknown Time: 1 PM ax 0 Permitted Phases 12345678 Default 12345678 External Permit 0-2-4-6-8 External Permit 1-2-4-6-8 External Permit 2-2-4-6-8 Page 1 of 2 Print Date: 9/24/2019 TOD Schedule Report for 2070: N Miami Av&N 54 St Current cle 1 NBL 2 SBT 3 EBL Green Time 6 NBT 7 WBL 8 EBT Ring Offset Offset 4 WBT 5 SBL TOD Schedule Plan 120 8 49 12 27 8 49 12 27 0 5 78 9 130 10 56 10 30 10 56 10 30 0 124 110 7 42 7 30 7 42 7 30 0 13 52 14 90 6 31 7 22 6 31 7 22 0 2 19 90 9 26 9 22 9 26 9 22 0 54 20 110 12 36 12 26 12 36 12 26 0 62 21 120 12 46 12 26 12 46 12 26 0 66 22 100 6 36 7 27 6 36 7 27 0 64 Current Time of Day Function Time Function 0000 TOD OUTPUTS Settings * Day of Week SuMTWThFS Local TO Time 0000 0600 NOTICE This submittal needs to be scheduled for a public hearing In accordance wtth timelines set forth In the City of Miami Code. The apptica decision -malting bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 Time: 1 PM 1000 5 M T W Th F 1000 20 Su S 1200 9 M T W Th F 1300 21 Su S 1800 1900 2200 2200 Local Time of Day Function Time Function Settings * Day of Week No Calendar Defined/Enabled 22 13 22 Free Su S MTWThF S M T W Th F Su S * Settings Blank - FREE - Phase Bank 1, Max 1 1 - Phase Bank 2, Max 1 2 - Phase Bank 2, Max 2 3 - Phase Bank 3, Max 1 4 - Phase Bank 3, Max 2 5 - EXTERNAL PERMIT 1 6 - EXTERNAL PERMIT 2 7 - X-PED OMIT 8 - TBA Page 2 of 2 SIGNAL OPERATING PLAN Direction NE, $ E i3 ih4 i Ped Heads `s "K U, Timing Phases Head No. 1/6 6 I 5/2 2 I . 3/8" 8 7/4I 4 I P6 P2 P8 P. 4 NOTICE (1+5) Dwell <G/R R <G!R R R R I R R .I DW DW DW D Thaaab a neetlsmhea hetlatl ro,apabLc haa,lny rnaao,tlan�whmana�,ohn,haTy� Nl /U c " (1+6) <G/R R <Y/R R I R R I R R I DW . DW DW reMewl Ne InfortneaAonl aphe pub4c hearing 90 rentle„r Ia D �ommantlatlono,afina tla aon N- M►AMi t e (2+5) <Y/R R <GIRI R R R I R R I DW DW DW DWI 4), PZ-21-10809 a �+GI�IA.TED r (2+6) <Y/R R <Y/RI R R R R R t DW DW DW DW' 12/16/21 9iC�, Q\r (1+6) Dwell <GIG G I . R I R R R I R R WIF DW DW Dw REVIEW CO ' N. mipaii t\VC e (2+6) <Y/G G R I R I R R R I R I DW DW DW •DW lit, (Actuated) I I I 1 (2+5) Dwell .. R I R I . <GIGI G I R I R I R R I DW W/F DW DW I 4. hi., tdviA.K.. 4-v e (2+6) R I R <Y/GI G I R R I R R DW DW DW DW Pz, F (Actuated) r I I I I I t (2+6) Dwell G I G I G I G I R I R I R R I WIF W/F DW DW I N IS (3+7) Y I Y I Y Y R 1 R I R R DW DW DW OW I I N.P1iP 1 kJ a (3+8) Y I Y Y Y R R I R I R OW DWDW DW PI, 1 , 4" iT-(., a (4+7) Y I Y Y YI R R RI R DW DW DW DW I. . (Recall) r (4+8) Y YI YI YI .R R RI R DW DW DW DW 1 (3+7) Dwell R R I R R <G/RI R I <GIRI R I DW DW DW DW EL j vJ L (3+8) R R I R R <G/RI R I <YIRI R I DW DW DW DW (4+7) R R I R R <Y/RI R I <G/RI R DW DW DW DW if r e (4+8) R I R R I R <Y/RI R I <YIRI R I DW DW DW DW , �v a r (1+5) R I R R I R <Y/RI R I <YIRI R I DW DW DW DW (1+6) R I R R I R I <YIR R I <Y1RI R DW DW DW DW — ./' t ° (2+5) R I R R I R <Y/R R I <Y/RI R DW DW DW DW Li (Actuated) (2+6) R I R I R I R I <Y/RI R I<YIRI R DW DWt.DW DW (3+8) Dwell R I R R I R <G/G G I R I R DW DW WIF DW E.L(4+8). R IL R R 1 R <YIG G] R I R I DW DW DW DW 2134 RI RIRI <WY YI R RI DWDWDWDW e+5) (1 RI -----�` N. ��#Si a I I (1+6) R R I R I R I <Y/Y Y R R DW DW DW DW 8 t (2+5) R R r R R <Y/Y Y I R I R I DW DW DW DW -- — — — j— — (Actuated). ° (2+6) R I R I R R <yrd YI R I R I DWP DW DW DW i��; (4+7) Dwell R R I R I R R ..... L R I <G/Gl G I DW DW DW W/F Ptl_ c (4+8) R R I R I R I R I R I <Y/GI G DW DW DW DW _ ____ ____ 4 e _ _`�'` e (1+5) R R R I R I . R I R I <YIYI Y I DW DW DW DW �l r (1+6) R R R I R R I R I <YMYI Y I DW DW DW DW t (2+5) R R I R I R I R I R I <YNI Y I DW DW DW DW 1X (Actuated) ° (2+6) R R I R R R I R I <Y/Y Y DW DW DW DW (4+8) Dwell R I R I R I R I G G I G I G I DW DW W/F W/F PI+ E c (1+5) R R R R Y Y I Y Y I DW DW DW DW ___ 4 p J V4 14, Su TT (1+6) R R I R R . Y I Y Y I Y I DW DW DW DW — —-- — -- a > a (2+5) R R I R R Y Y Y I Y DW DW DW DW t ( PkC'tuATE' D) (2+6) R R R I R. I Y Y I I Y i Y DW DW DW DW Ps Flashing Operation Fl I r'( 1 .F1I F I FR I FR 1 FR FR 1 Page 1 of 1 Miami -Dade County Public Works Department Drawn H. r7-Al C;110 ) Date /MO4- , N. MiIMi AVE 6 . !,51 sr Chec ;,� Da Placed in Service Phasing No. Asset Number it 7 �oY Date 9 ./e 1SY S S.1. Za-70 d QuadPPConcPeds Print Date: 9/24/2019 TOD Schedule Report for 2104: NE 2 Av&NE 54 St TOD Asset Intersection Schedule Op Mode Plan # Cycle Offset 2104 NE 2 Av&NE 54 St DOW-3 [11] PM PEAK 120 104 N/ Splits PH 1 PH 2 PH 3 PH 4 PH 5 PH 6 PH 7 PH 8 - SBT - WBT - NBT - EBT 0 69 0 39 Active Phase Bank: Phase Bank 1 0 69 0 39 T Phase Walk Don't Walk Min Initial Veh Ext Max Limit Max 2 Yellow Red Phase Bank 2 3 2 3 2 3 2 3 1 2 3 2 3 1- - 0- 0 - 0- 0 - 0- 0 - 0 - 0 0- 0- 0 - 0- 0 2 SBT - 7 - 7 - 18 - 18 - 7 - 7 - 1 - 1 40 - 40 - 40 - 40 - 40 3- - 0- 0 - 0- 0 - 0- 0 - 0 - 0 0- 0- 0 - 0- 0 4 WBT - 7 - 7 - 16 - 16 - 7 - 7 -2.5 - 2.5 20 - 20 - 20 - 40 - 40 5- - 0- 0 - 0- 0 - 0- 0 - 0 - 0 0- 0- 0 - 0- 0 — 6 NBT - 7 - 7 - 18 - 18 - 7 - 7 - 1 - 1 40 - 40 - 40 - 40 - 40 7- - 0- 0 - 0- 0 - 0- 0 - 0 - 0 0- 0- 0 - 0- 0 8 EBT - 7 - 7 - 16 - 16 - 7 - 7 -2.5 - 2.5 20 - 20 - 20 - 40 - 40 t This submittal needs to be scheduled fora public hearing In accordance wkh timelines set forth In the City of Miami Code. The appfw de decision -making body will renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 Last In Service Date: unknown Time: 7 PM ax 2 Permitted Phases 12345678 Default-2-4-6-8 External Permit 0 External Permit 1 External Permit 2 Page 1 of 2 Print Date: 9/24/2019 TOD Schedule Report for 2104: NE 2 Av&NE 54 St Current Cycle 1 2 - SBT Green Time 6 NBT 7 8 - EBT Ring Offset Offset 3 4 - WBT 5 - TOD Schedule Plan 2 90 0 45 0 33 0 45 0 33 0 30 100 0 54 0 34 0 54 0 34 0 4 83 6 110 0 62 0 36 0 62 0 36 0 6 8 120 0 69 0 39 0 69 0 39 0 104 100 0 54 0 34 0 54 0 34 0 13 46 14 100 0 54 0 34 0 54 0 34 0 46 19 100 0 54 0 34 0 54 0 34 0 9 20 90 0 49 0 29 0 49 0 29 0 31 21 110 0 64 0 34 0 64 0 34 0 44 22 90 0 49 0 29 0 49 0 29 0 45 24 100 0 54 0 34 0 54 0 34 0 83 25 105 0 58 0 35 0 58 0 35 0 98 26 90 0 45 0 33 0 45 0 33 0 24 27 105 0 58 0 35 0 58 0 35 0 85 28 105 0 58 0 35 0 58 0 35 0 98 29 105 0 58 0 35 0 58 0 35 0 98 Current Time of Day Function Time Function 0000 TOD OUTPUTS Settings * Day of Week SuMTWThFS Local TO Time 0000 0000 0600 NOTICE This submittal needs to be scheduled for a public hearing In accordance wth timelines set forth In the City of Miami Code. The appdw de decision -making bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 Time: 7 PM 0700 19 Su S 0900 24 M T W Th F 1100 20 Su S 1400 21 Su S 1900 14 M T W Th F 1900 22 Su S 2300 Free Su S 2300 Free M T W Th F Local Time of Day Function Time Function Settings * Day of Week No Calendar Defined/Enabled * Settings Blank - FREE - Phase Bank 1, Max 1 1 - Phase Bank 2, Max 1 2 - Phase Bank 2, Max 2 3 - Phase Bank 3, Max 1 4 - Phase Bank 3, Max 2 5 - EXTERNAL PERMIT 1 6 - EXTERNAL PERMIT 2 7 - X-PED OMIT 8 - TBA Page 2 of 2 SIGNAL OPERATING PLAN Direction pie, 813 Eg I 3 Ped Heads a ° ` Timing Phases Head No. j 6 I 2 8 1 4 Ps P2 P8 P4 NOTICE Dwell '^ I ' - Thls submittal neetls to be schetluletl bra public heerin aortlana wibi timelines set forth in the City M Miami The appllcade tlslslon-making botlywill intlation M th ih rec tutu tih p b4 h i ogt tl or a final tleciaon. PZ-21-10809 a 12/16/21 a r ��REVII ' EW GO o Dwell C II III a a I I i r t 0 (2+6) Dwell G I G R R W/F W/F DW DW i1 A; f (4+8) Y Y R R DW DW DW DW 1 e ot - 1 (Recall)-r 1 Dwell II " 4 c 1 i a r t p 4 Dwell I II c I a r t a (4+8) • • _ Dwell R j R G G ❑W DW W/F W/F P (26) R R I Y Y DW DW DW DW l tl c e I I I f.-l 4 ! �E s (}'. fr a r --,- _ ( ACTUATED ) I I IPg Flashing Operation I F`( j FY FR FR Page 1 of 1 Miami -Dade County Public Works Department Drawn - 1-1. FRANe:1Iro4 Date :7/(lo N E 2, A V & N 1- 87 Checked {Etz ..146-r--®1`SL Date -7 j $ 14 Placed in Service Phasing No. Asset Number Date IBY S51 21 0 4- TwoPhaseConcPeds DB Editor Report Miami -Dade, FL MIAMI� TOD Schedule Report 2105 - Federal Highway & NE 54th St. 2070 1C-Econolite Type -Cobalt 3/31/2020, 10:29 AM Phase Data EC This submittal needs to be scheduled fora public hearing In accordance wtlh timelines set forth In the City of Miami Code. The applicable decision -mailing body will review the infonnadon at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 Phase Direction Split Timing Plan Walk Ped Clear Min Green Max Green Vehicle Ext MAX 2 MAX 3yellow Red Clear 2 W- T 68 2 7 15 7 30 1 30 0 4 2 3 7 15 7 30 1 30 0 4 2 4 0 0 0 0 0 0 0 0 0 4 N- T 42 2 7 18 7 18 2.5 25 0 4 3 3 7 18 7 18 2.5 25 0 4 3 4 0 0 0 0 0 0 0 0 0 5 W-L 24 2 0 0 5 7 2 15 0 3 2 3 0 0 5 7 2 15 0 3 2 4 0 0 0 0 0 0 0 0 0 6 E- T 44 2 7 15 7 30 1 30 0 4 2 3 7 15 7 30 1 30 0 4 2 4 0 0 0 0 0 0 0 0 0 7 N-L 14 2 0 0 5 7 2 15 0 3 2 3 0 0 5 7 2 15 0 3 2 4 0 0 0 0 0 0 0 0 0 8 S- T 28 2 7 18 7 18 2.5 25 0 4 3 3 7 18 7 18 2.5 25 0 4 3 4 0 0 0 0 0 0 0 0 0 file:///C:/Users/T670041/AppData/Roaming/Econolite/Prints/880/PrintAll.html 3/31/2020 DB Editor Report Day of Week This submittal needs to be'scheduled fora pubic hearing In accordance with timelines set forth in the City of Miami Code. The applies Lie decision -malting body will rosiew the information at the pubic hearing to render a recommendation or a final decld on. PZ-21-10809 12/16/21 Day Plan -1 - Time of Day Action Plan Cycle Length Offset Phs Spl 2 Phs Spl 4 Phs Spl 5 Phs Spl 6 Phs Spl 7 Phs Spl 8 00:00:00 62 - - - - - - - - 10:00:00 1 110 48 68 42 24 44 14 28 11:30:00 4 120 34 76 44 32 44 16 28 13:30:00 9 120 102 76 44 31 45 16 28 19:00:00 3 100 81 60 40 16 44 12 28 22:00:00 10 90 19 51 39 12 39 11 28 Schedule - 2 Day of Week SUN MON TUE WED THU FRI SAT Day Plan - 2 - Time of Day Action Plan Cycle Length Offset Phs Spl 2 Phs Spl 4 Phs Spl 5 Phs Spl 6 Phs Spl 7 Phs Spl 8 00:00:00 62 - - - - - - - - 06:00:00 10 90 19 51 39 12 39 11 28 08:00:00 1 110 48 68 42 24 44 14 28 22:00:00 10 90 19 51 39 12 39 11 28 Action Plan Name Pattern Enabled Logic Processor Statements 62 Free N/A 2 2 N/A 1 1 N/A 4 4 N/A 9 9 N/A 5 5 N/A 3 3 N/A 10 10 N/A file:///C:/Users/T670041/AppData/Roaming/Econolite/Prints/880/PrintAll.html 3/31/2020 DB Editor Report 4 PURL, < MIAMI I Miami -Dade, FL Rr� E 2105 - Federal Highway & NE 54th St. - 2070 1C - Econolite Type - Cobalt Coordination Options Options (MM) 3-1 Manual Pattern Auto ECPI Coord Yes System Source SYS System Format STD Splits In Seconds Offsets In Seconds Transition Smooth Max Select MAXINH Dwell / Add Time 0 Delay Coord Wk- No LZ Ped Recall No Local Zero Yes Override Re -sync Count 0 Force Off Fixed Use Ped Time Yes Ped Reservice Yes FO Added Ini No Green Multisync No Auto Perm Minimum Green (Seconds (MM l 3-4 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Minimum Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Split Demand (MM) 3-5 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Demand 1 Demand 2 Demand 1 2 Detector 0 0 Call Time (Sec) 0 0 Cycle Count 0 0 NOTICE Thls submittal needs to be scheduled fora public hearing in accordance with timelines set forth In the City of Miami Code. The applicable decision -ma long body wlll review the Information at the public hearing to render a recommendation or a final decid on. PZ-21-10809 12/16/21 sN EW cO°Qv file:///C:/Users/T670041/AppData/Roaming/Econolite/Prints/880/PrintAll.html 3/31/2020 DB Editor Report -10 Actuated Coord No Actuated Walk No Rest Phase Reservice Max Select No None Split Preference Phases TS2 (Pat -Off) 0-2 Std (COS) 17 Dwell/Add Time 0 Sequence 0 Action Plan 0 Force Off None Splits In Seconds Offsets In Seconds Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Description N W-T N N-T W-L E-T N-L S-T NNNNNNNN 0 0 0 0 0 0 0 0 Pref 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pref 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ring 1 2 3 4 Ring Split Ext 0 0 0 0 Ring Displacement - 0 0 0 Split Sum 120s 120s 0s 0s Misc. Data Veh Perm 1 0 Veh Perm 2 0 Veh Perm 2 Disp 0 Split Demand 0 Split Demand 0 Crossing Arterial 0 Pat 1 Pat 2 Pat spur rattern Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Coord Phase X X Vehicle Recall Pedestrian Recall Recall to Max. Time Omit Phase X X X X X X X X Special Funciton Outputs Coordinator Pattern # 3 Split Pattern 3 Cycle 100 Offset Value 81s Actuated Coord No Actuated Walk No Rest Phase Reservice Max Select No None Split Preference Phases TS2 (Pat -Off) 0-3 Std (COS) 25 Dwell/Add Time 0 Timing Plan 0 Sequence 0 Action Plan 0 Force Off None Splits In Seconds Offsets In Seconds Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Description N W-T N N-T W-L E-T N-L S-T NNNNNNNN Splits (Split Pat 3) 0 60 0 40 16 44 12 28 0 0 0 0 0 0 0 0 Pref 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pref 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ring 1 2 3 4 Ring Split Ext 0 0 0 0 Ring Displacement - 0 0 0 Split Sum 100s 100s 0s 0s Split Pattern Misc. Data Veh Perm 1 0 Veh Perm 2 0 Veh Perm 2 Disp 0 Split Demand 0 Split Demand 0 Crossing Arterial 0 Pat 1 Pat 2 Pat Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Coord Phase X X Vehicle Recall Pedestrian Recall Recall to Max. Time Omit Phase X X X X X X X X Special Funciton Outputs olk NOTICE This submittal needs to be scheduled fora puboc hearing In accordance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a anal deuce on. PZ-21-10809 12/16/21 �sN �i Ew C°0 file:///C:/Users/T670041/AppData/Roaming/Econolite/Prints/880/PrintAll.html 3/31/2020 DB Editor Report "�O PUBL./ -10 Coordinator Pattern # 4 Split Pattern 4 Cycle 120 Offset Value 34s Actuated Coord No Actuated Walk No Rest Phase Reservice Max Select No None Split Preference Phases TS2 (Pat -Off) 1-1 Std (COS) 33 Dwell/Add Time 0 Timing Plan 0 Sequence 0 Action Plan 0 Force Off None Splits In Seconds Offsets In Seconds Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Description N W-T N N-T W-L E-T N-L S-T NNNNNNNN Splits (Split Pat 4) 0 76 0 44 32 44 16 28 0 0 0 0 0 0 0 0 Pref 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pref 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ring 1 2 3 4 Ring Split Ext 0 0 0 0 Ring Displacement - 0 0 0 Split Sum 120s 120s 0s 0s Misc. Data Veh Perm 1 0 Veh Perm 2 0 Veh Perm 2 Disp 0 Split Demand 0 Split Demand 0 Crossing Arterial 0 Pat 1 Pat 2 Pat spur rattern Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Coord Phase X X Vehicle Recall Pedestrian Recall Recall to Max. Time Omit Phase X X X X X X X X Special Funciton Outputs Actuated Coord No Actuated Walk No Rest Phase Reservice Max Select No None 5 Split Preference Phases TS2 (Pat -Off) 1-2 Std (COS) 41 Dwell/Add Time 0 Sequence 0 Action Plan 0 Force Off None Splits In Seconds Offsets In Seconds Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Description N W-T N N-T W-L E-T N-L S-T NNNNNNNN 0 0 0 0 0 0 0 0 Pref 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pref 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ring 1 2 3 4 Ring Split Ext 0 0 0 0 Ring Displacement - 0 0 0 Split Sum 130s 130s 0s 0s Split Pattern Misc. Data Veh Perm 1 0 Veh Perm 2 0 Veh Perm 2 Disp 0 Split Demand 0 Split Demand 0 Crossing Arterial 0 Pat 1 Pat 2 Pat Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Coord Phase X X Vehicle Recall Pedestrian Recall Recall to Max. Time Omit Phase X X X X X X X X Special Funciton Outputs NOTICE This submittal needs to be scheduled fora puboc hearing In accordance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a anal deuce on. PZ-21-10809 12/16/21 �sN Ew C°0 file:///C:/Users/T670041/AppData/Roaming/Econolite/Prints/880/PrintAll.html 3/31/2020 DB Editor Report "�O PURL/ -10 Override Sys No Sequence 0 Veh Detector Plan() Det Log None Flash No Red Rest No Veh Det Diag 0 Ped Det Diag 0 Plan Plan Dimming Enable No Re t Veh Priority No Pmt Ped Priority No Ret Pmt Cond Delay No Pmt Queue Delay No Phase 1 2 3 4 5 6 7 8 9 101112 13141516 Ped Recall Walk 2 Veh Ext 2 Veh Recall Max Recall Max 2 Max 3 CS Inhibit Omit Spec Func (1-8) Aux Func (1-3) 1 2 3 4 5 6 7 8 9 101112131415 LP 1-15 LP 16-30 LP 31-45 LP 46-60 LP 61-75 LP 76-90 LP 91-100 Action Plan - 3 - "3" Pattern 3 Override Sys No Timing Plan 0 Sequence 0 Veh Detector Plan() Det Log None Flash No Red Rest No Veh Det Diag Ped Det Diag Plan 0 Plan 0 Dimming Enable No Re t Veh Priority No Pmt Ped Priority No Ret Pmt Cond Delay No Pmt Queue Delay No Phase 1 2 3 4 5 6 7 8 9 101112 13141516 Ped Recall Walk 2 Veh Ext 2 Veh Recall Max Recall Max 2 Max 3 CS Inhibit Omit Spec Func (1-8) Aux Func (1-3) 1 2 3 4 5 6 7 8 9 101112131415 LP 1-15 LP 16-30 LP 31-45 LP 46-60 LP 61-75 LP 76-90 LP 91-100 NOTICE This submittal needs to be scheduled fora puboc hearing In accordance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a anal deuce on. PZ-21-10809 12/16/21 �sN fI Ew G00 file:///C:/Users/T670041/AppData/Roaming/Econolite/Prints/880/PrintAll.html 3/31/2020 DB Editor Report Action Plan - 4 - "4" Pattern 4 Override Sys No Timing Plan 0 Sequence 0 Veh Detector Plan() Det Log None Flash No Red Rest No Veh Det Diag 0 Ped Det Diag 0 Plan Plan Dimming Enable No Re t Veh Priority No Pmt Ped Priority No Ret Pmt Cond Delay No Pmt Queue Delay No Phase 1 2 3 4 5 6 7 8 9 101112 13141516 Ped Recall Walk 2 Veh Ext 2 Veh Recall Max Recall Max 2 Max 3 CS Inhibit Omit Spec Func (1-8) Aux Func (1-3) 1 2 3 4 5 6 7 8 9 101112131415 LP 1-15 LP 16-30 LP 31-45 LP 46-60 LP 61-75 LP 76-90 LP 91-100 Override Sys No Sequence 0 Veh Detector Plan() Det Log None Flash No Red Rest No Veh Det Diag Ped Det Diag Plan 0 Plan 0 Dimming Enable No Re t Veh Priority No Pmt Ped Priority No Ret Pmt Cond Delay No Pmt Queue Delay No Phase 1 2 3 4 5 6 7 8 9 101112 13141516 Ped Recall Walk 2 Veh Ext 2 Veh Recall Max Recall Max 2 Max 3 CS Inhibit Omit Spec Func (1-8) Aux Func (1-3) 1 2 3 4 5 6 7 8 9 101112131415 LP 1-15 LP 16-30 LP 31-45 LP 46-60 LP 61-75 LP 76-90 LP 91-100 This submittal needs to be scheduled fora puboc hearing In accordance whh timelines set forth in the City of Miami Code. The appLIca decision -malting body NOR redew the information at the pubec hearing to render a recommended on or a anal deuce on. file:///C:/Users/T670041/AppData/Roaming/Econolite/Prints/880/PrintAll.html 3/31/2020 DB Editor Report 4 0 4- PUBLI < Miami -Dade, FL MIAMI I 2105 - Federal Highway & NE 54th St. - 2070 1C - Econolite Type - Cobalt Time Base Day Plan/Schedule Day Plan (MM) 5-3 Event Action Plan Start Time 1 62 00:00 3 1 10:00 4 4 11:30 5 9 13:30 7 3 19:00 8 10 22:00 Day Plan #2 - "2" Event Action Plan Start Time 1 62 00:00 2 10 06:00 3 1 08:00 4 10 22:00 NOTICE Thls submittal needs to be scheduled fora public hearing in accordance with timelines set forth In the City of Miami Code. The applicable decision-mahing body %ill review the Information at the public hearing to render a recommendation or a final decid on. PZ-21-10809 12/16/21 sN EW cd file:///C:/Users/T670041/AppData/Roaming/Econolite/Prints/880/PrintAll.html 3/31/2020 DB Editor Report a "�O PUBL./ -10 Month JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Day (DOW) SUN MON TUE WED THU FRI SAT Day (DOM) 1 2 3 4 5 6 7 8 9 10 11 X X X X X X X X X X X 12 13 14 15 16 17 18 19 20 21 22 X X X X X X X X X X X 23 24 25 26 27 28 29 30 31 X X X X X X X X X Schedule Number - 2 Day Plan No.: 2 Month JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Day (DOW) SUN MON TUE WED THU FRI SAT Day (DOM) 1 2 3 4 5 6 7 8 9 10 11 X X X X X X X X X X X 12 13 14 15 16 17 18 19 20 21 22 X X X X X X X X X X X 23 24 25 26 27 28 29 30 31 X X X X X X X X X NOTICE This submittal needs to be scheduled fora puboc hearing In accordance whh Id matinee set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 sN SEW cO�Qv file:///C:/Users/T670041/AppData/Roaming/Econolite/Prints/880/PrintAll.html 3/31/2020 Direction Timing Phases RecLL Head No, Dwell a 0 a 2 -I- Co SIGNAL OPERATING PLAN I+.4R 8 G 6� R R R/-I, R 4/Cr G R N ,/YI R R.IJ RRIP 72, Ped Heads PLPc ; P'. P8 ! Adel Qld Au) Dwell l G R R R. R YIY ,� R RR R Y 1 `( Y R R /2— w!F bw twq t; bk.4',, lw(LA. t4 &1-0 at.) Dwell Rj R_7RI -/ c 4.+S I j ,R !� a 2 a Dwell R P R G_ DIA) . CT J R pc� Y Y•E, b blot.) tv.1 bk,0 btu but NA) WI Aw R G - Cr R Dio Pg NOTICE This submittal needs to be schebu led bra public hearing In accordance wilt timelines set forth in the city of Miami Dade. The appllcade deoIdon-making body mil review the Information at the public hearing to render a recommendation or a final decision. z PZ-21-10809 12/16/21 74 Pco FE C 16° A(( C : C13 .a AGupcie D �- f8 tviELL N/s a a 0 c a a 0 Dwell R R R 0w ,out u1 E' Dwell Flashing Operation D'Iwn/ NC/log ecl<ed lzA1c,E-L, Blank12 L1 [ \( _ju.1. ,by, F-y FY FZ' FR 1 Fe J F�' F2 _ _ Page _ 4_ of z. . 1 Miami.Dade County Public Works_.DeWpartment W W .. _ Date - jj//6/ , FE1 RA L m 4, f�jarJ L�. sT Da e Placed in Service Phasing No. 1 1 la L f 'Date`y By Asset Number Triming Phases a Direction Head No. a 0 a Dwell Dwell 5 SIGNAL OPiwFATING PLAN WR jei3 , Nf3 ,55 �zIz C.7441414g g R r4 , \ R , :r I R1 R R CS fg g4 i 1 sAt- gf * fr f� l e/ R R No P' Flashing Operation IFY F1' F'( Frz Fiz j; Miami -Dade County Public Works Department Drawn Date m c+ it o J CieCked ID,t / Placed in Service �/4[ `f !Date 7/07()%11'/ IBY Ssz FEDERAL ERAL f? r- f /vt S y- sr Phasing,No. This submittal needs to be schedu Led bra public hearing In accordance wilt timelines set forth in the City of Miami Code. The appllcade deoIsion-making body mil review the Information at the public hearing to render a recommendation or a final decision. Page a of 2_ Asset Number i Blankl 2 DB Editor Report Miami -Dade, FL MIAMI� TOD Schedule Report 2103 - US-1 & NE 54th St. 2070-1C-Econolite Type -Cobalt 3/31/2020, 10:44 AM Phase Data EC This submittal needs to be scheduled fora public hearing In accordance wtlh timelines set forth In the City of Miami Code. The applicable decision -mailing body will review the infonnadon at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 Phase Direction Split Timing Plan Walk Ped Clear Min Green Max Green Vehicle Ext MAX 2 MAX 3yellow Red Clear 1 N-L 16 2 0 0 5 5 2 22 0 4 2 3 0 0 5 5 2 22 0 4 2 4 0 0 0 0 0 0 0 0 0 2 S-T 61 2 7 20 7 40 1 0 0 4 2 3 7 20 7 40 1 0 0 4 2 4 0 0 0 0 0 0 0 0 0 6 N- T 77 2 7 20 7 40 1 0 0 4 2 3 7 20 7 40 1 0 0 4 2 4 0 0 0 0 0 0 0 0 0 8 E-T 33 2 7 23 7 7 2.5 40 0 4.4 3 3 7 23 7 7 2.5 40 0 4.4 3 4 0 0 0 0 0 0 0 0 0 file:///C:/Users/T670041/AppData/Roaming/Econolite/Prints/352/PrintAll.html 3/31/2020 DB Editor Report Day of Week This submittal needs to be'scheduled fora pubic hearing In accordance with timelines set forth in the City of Miami Code. The applies Lie decision -malting body will rosiew the information at the pubic hearing to render a recommendation or a final decld on. PZ-21-10809 12/16/21 Day Plan - 1 - Time of Day Action Plan Cycle Length Offset Phs Spl 1 Phs Spl 2 Phs Spl 6 Phs Spl 8 00:00:00 62 - - - - - - 10:00:00 1 110 62 16 61 77 33 11:30:00 4 120 48 16 71 87 33 13:30:00 9 120 116 16 70 86 34 19:00:00 3 100 95 16 51 67 33 22:00:00 10 90 33 16 41 57 33 Schedule - 2 Day of Week SUN MON TUE WED THU FRI SAT Day Plan - 2 - Time of Day Action Plan Cycle Length Offset Phs Spl 1 Phs Spl 2 Phs Spl 6 Phs Spl 8 00:00:00 62 - - - - - - 06:00:00 10 90 33 16 41 57 33 08:00:00 1 110 62 16 61 77 33 22:00:00 10 90 33 16 41 57 33 Action Plan Name Pattern Enabled Logic Processor Statements 62 Free N/A N/A 1 1 N/A 4 4 N/A 9 9 N/A N/A 3 3 N/A 10 10 N/A file:///C:/Users/T670041/AppData/Roaming/Econolite/Prints/352/PrintAll.html 3/31/2020 DB Editor Report PUBt, < MIAMI I Coordination Options Options (MM) 3-1 Manual Pattern Auto System Source SYS Splits In Seconds Transition Smooth Dwell / Add Time 0 Delay Coord Wk- No LZ Ped Recall Local Zero Override Re -sync Count No Yes 0 Auto Perm Minimum Green ECPI Coord System Format Offsets In Max Select Force Off Use Ped Time Ped Reservice FO Added Ini Green Multisync Miami -Dade, FL 2103 - US-1 & NE 54th St. - 2070-1C - Econolite Type - Cobalt Yes PTN Seconds MAXINH Fixed Yes Yes No No Seconds MM 3-4 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Minimum Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Split Demand (MM) 3-5 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Demand 1 Demand 2 Demand 1 2 Detector 0 0 Call Time (Sec) 0 0 Cycle Count 0 0 NOTICE Thls submittal needs to be scheduled fora public hearing in accordance with timelines set forth In the City of Miami Code. The applicable decision -ma long body wlll review the Information at the public hearing to render a recommendation or a final decid on. PZ-21-10809 12/16/21 sN EW cO°Qv file:///C:/Users/T670041/AppData/Roaming/Econolite/Prints/352/PrintAll.html 3/31/2020 DB Editor Report PUBL./ -10 Actuated Coord No Actuated Walk No Rest Phase Reservice Max Select No None Split Preference Phases TS2 (Pat -Off) 0-2 Std (COS) 17 Dwell/Add Time 0 Sequence 1 Action Plan 0 Force Off None Splits In Seconds Offsets In Seconds Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Description N-L S-T N N N N-T N E-T N N N N N N N N Splits (Split Pat 2) 16 71 0 0 0 87 0 33 0 0 0 0 0 0 0 0 Pref 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pref 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ring 1 2 3 4 Ring Split Ext 0 0 0 0 Ring Displacement - 0 0 0 Split Sum 87s 120s 0s 0s Misc. Data Veh Perm 1 0 Veh Perm 2 0 Veh Perm 2 Disp 0 Split Demand 0 Split Demand 0 Crossing Arterial 0 Pat 1 Pat 2 Pat spot rattern Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Coord Phase X X Vehicle Recall Pedestrian Recall Recall to Max. Time Omit Phase X X X X X X X X Special Funciton Outputs Coordinator Pattern # 3 Split Pattern 3 Cycle 100 Offset Value 95s Actuated Coord No Actuated Walk No Rest Phase Reservice Max Select No None Split Preference Phases TS2 (Pat -Off) 0-3 Std (COS) 25 Dwell/Add Time 0 Timing Plan 1 Sequence 1 Action Plan 0 Force Off None Splits In Seconds Offsets In Seconds Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Description N-L S-T N N N N-T N E-T N N N N N N N N Splits (Split Pat 3) 16 51 0 0 0 67 0 33 0 0 0 0 0 0 0 0 Pref 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pref 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ring 1 2 3 4 Ring Split Ext 0 0 0 0 Ring Displacement - 0 0 0 Split Sum 67s 100s 0s 0s Split Pattern Misc. Data Veh Perm 1 0 Veh Perm 2 0 Veh Perm 2 Disp 0 Split Demand 0 Split Demand 0 Crossing Arterial 0 Pat 1 Pat 2 Pat Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Coord Phase X X Vehicle Recall Pedestrian Recall Recall to Max. Time Omit Phase X X X X X X X X Special Funciton Outputs olk NOTICE This submittal needs to be scheduled fora puboc hearing In accordance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a anal deuce on. PZ-21-10809 12/16/21 �sN �i Ew C°0 file:///C:/Users/T670041/AppData/Roaming/Econolite/Prints/352/PrintAll.html 3/31/2020 DB Editor Report '��O PUBL., -10 Coordinator Pattern # 4 Split Pattern 4 Cycle 120 Offset Value 48s Actuated Coord No Actuated Walk No Rest Phase Reservice Max Select No None Split Preference Phases TS2 (Pat -Off) 1-1 Std (COS) 33 Dwell/Add Time 0 Timing Plan 1 Sequence 1 Action Plan 0 Force Off None Splits In Seconds Offsets In Seconds Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Description N-L S-T N N N N-T N E-T N N N N N N N N Splits (Split Pat 4) 16 71 0 0 0 87 0 33 0 0 0 0 0 0 0 0 Pref 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pref 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ring 1 2 3 4 Ring Split Ext 0 0 0 0 Ring Displacement - 0 0 0 Split Sum 87s 120s 0s 0s Misc. Data Veh Perm 1 0 Veh Perm 2 0 Veh Perm 2 Disp 0 Split Demand 0 Split Demand 0 Crossing Arterial 0 Pat 1 Pat 2 Pat spur rattern Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Coord Phase X X Vehicle Recall Pedestrian Recall Recall to Max. Time Omit Phase X X X X X X X X Special Funciton Outputs Actuated Coord No Actuated Walk No Rest Phase Reservice Max Select No None 5 Split Preference Phases TS2 (Pat -Off) 1-2 Std (COS) 41 Dwell/Add Time 0 Sequence 1 Action Plan 0 Force Off None Splits In Seconds Offsets In Seconds Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Description N-L S-T N N N N-T N E-T N N N N N N N N Splits (Split Pat 5) 21 76 0 0 0 97 0 33 0 0 0 0 0 0 0 0 Pref 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pref 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ring 1 2 3 4 Ring Split Ext 0 0 0 0 Ring Displacement - 0 0 0 Split Sum 97s 130s 0s 0s Split Pattern Misc. Data Veh Perm 1 0 Veh Perm 2 0 Veh Perm 2 Disp 0 Split Demand 0 Split Demand 0 Crossing Arterial 0 Pat 1 Pat 2 Pat Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Coord Phase X X Vehicle Recall Pedestrian Recall Recall to Max. Time Omit Phase X X X X X X X X Special Funciton Outputs NOTICE This submittal needs to be scheduled fora puboc hearing In accordance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a anal deuce on. PZ-21-10809 12/16/21 �sN I� Ew C°0 file:///C:/Users/T670041/AppData/Roaming/Econolite/Prints/352/PrintAll.html 3/31/2020 SIGNAL OPERATING PLAN Direction NB SB EB Ped Heads Timing Phases Head No. 1/6 6 2 3/8 8R P2 P8 Mo: (2+6) (SBT+NBT) US-1 (Recall) Dwell G G G R R W/F DW P2 2 4 7 e r t (1+6) G G Y R R DW DW 8 Y Y Y R R DW DW PE Y Y Y R R DW DW (1+6) (NBLT+NBT) US-1 (Actuated) Dwell <G/G G R R R/G> DW DW c a 8 <Y/Y Y R R RN> DW DW PE <Y/Y Y R R R/Y> DW DW 8R (8) (EB) NE54St (Recall) Dwell R R R <G/G G DW W/F 8R 1 1®®®®` a (2+6) R R R Y Y DW DW PE R R R <G/G G DW DW RR CLEAR Dwell R R R <G/G G DW DW c 0 DWELL R R R Y Y DW DW RECOV R R R <G/G G DW DW RR DWELL Dwell G G G R R DW DW 2 J 2 1 ! e a RECOV Y Y Y R R DW DW RR RECOVERY Dwell R R R <G/G G DW DW 7 r p (2+6) R R R Y Y DW DW Dwell c r t 0 Dwell c a t 0 Flashing Operation FY FY FY FR FR Page 1 of Miami -Dade County Public Works Department Drawn Candido Montalvo Date 11/17/2015 US -1 & NE 54 St Checked Pt -- v Datp Placed in Service a , Phasing No. Ass! Date /,/ 8 sC 0ix Vim: NOTICE This submittal needs to be schebu led bra public hearing In accordance wilt timelines set forth in the City of Miami Code. The appllcade deoIslon-making body mil review the Information at the public hearing to render a recommendation or a final decision. 3/8 PZ-21-10809 12/16/21 P8 3/8 8R 6®® 3/8 8R 6 t Number 2103 Print Date: 9/24/2019 TOD Schedule Report for 4737: NE 2 Av&NE 51 St TOD Asset Intersection Schedule Op Mode Plan # Cycle Offset 4737 NE 2 Av&NE 51 St DOW-3 [14] EARLY EVENING 100 0 N/ Splits PH 1 PH 2 PH 3 PH 4 PH 5 PH 6 PH 7 PH 8 SBT EBR WBT SBL NBT NBL 9 29 19 19 9 31 Active Phase Bank: Phase Bank 1 0 0 Phase Walk Don't Walk Min Initial Veh Ext Max Limit Max 2 Yellow Red Phase Bank 2 3 2 3 2 3 2 3 1 2 3 2 3 1 NBL - 0 - 0 - 0 - 0 - 5 - 5 - 2 - 2 5 - 10 - 10 - 15 - 15 2 SBT - 7 - 7 - 20 - 20 - 14 - 14 - 1 - 1 40 - 40 - 40 - 50 - 50 3 EBR - 7 - 7 - 12 - 12 - 7 - 7 - 2.5 - 2.5 10 - 22 - 22 - 30 - 30 4 WBT - 7- 7 -12 -12 - 7 - 7 -2.5-2.5 10- 22- 22 -30-30 5 SBL - 0 - 0 - 0 - 0 - 5 - 5 - 2 - 2 5 - 10 - 10 - 15 - 15 6 NBT - 7 - 7 - 20 - 20 - 14 - 14 - 1 - 1 40 - 40 - 40 - 50 - 50 _ 7- - 0- 0 - 0- 0 - 0- 0 - 0 - 0 0- 0- 0 - 0- 0 8- - 0- 0 - 0- 0 - 0- 0 - 0 - 0 0- 0- 0 - 0- 0 This submittal needs to be scheduled fora public hearing In accordance wkh timelines set forth In the City of Miami Code. The appfw de decision -making body will renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 Last In Service Date: unknown Time: 2 PM ax 2 Permitted Phases 12345678 Default 123456-- External Permit 0 External Permit 1-234-6-- External Permit 2 Page 1 of 2 Print Date: 9/24/2019 TOD Schedule Report for 4737: NE 2 Av&NE 51 St Current cle 1 NBL 2 SBT 3 EBR Green Time 6 NBT 7 8 - - Ring Offset Offset 4 WBT 5 SBL TOD Schedule Plan 2 90 9 25 18 14 9 27 0 0 0 6 100 9 29 19 19 9 31 0 0 0 4 50 6 110 7 37 20 22 7 39 0 0 0 6 8 120 9 39 29 19 9 41 0 0 0 117 100 9 29 19 19 9 31 0 0 0 13 0 14 100 9 29 19 19 9 31 0 0 0 0 19 100 9 29 19 19 9 31 0 0 0 13 20 90 9 21 18 18 9 23 0 0 0 65 21 110 9 39 19 19 9 41 0 0 0 47 22 90 9 21 18 18 9 23 0 0 0 10 24 100 9 29 19 19 9 31 0 0 0 50 28 105 9 36 18 18 9 38 0 0 0 86 29 90 9 24 14 19 9 26 0 0 0 0 Current Time of Day Function Time Function 0000 TOD OUTPUTS 0500 TOD OUTPUTS 2200 TOD OUTPUTS Settings * Day of Week ---5---- SuM T W ThF S MTWThF SuMTWThFS Local TO Time 0000 0000 0600 PURL, NOTICE This submittal needs to be scheduled for a pubic hearing In accordance wth timelines set forth In the City of Miami Code. The appdw de decision -making bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 Time: 2 PM 0700 19 Su S 0900 24 M T W Th F 1100 20 Su S 1400 21 Su S 1900 1900 2300 2300 Local Time of Day Function Time Function 0000 TOD OUTPUTS Settings * Day of Week ---5---- SuM T W ThF S 0700 TOD OUTPUTS 2200 TOD OUTPUTS Su S SuM TWThF S No Calendar Defined/Enabled 14 22 Free Free MTWThF Su S Su S MTWThF * Settings Blank - FREE - Phase Bank 1, Max 1 1 - Phase Bank 2, Max 1 2 - Phase Bank 2, Max 2 3 - Phase Bank 3, Max 1 4 - Phase Bank 3, Max 2 5 - EXTERNAL PERMIT 1 6 - EXTERNAL PERMIT 2 7 - X-PED OMIT 8 - TBA Page 2 of 2 Timing. Phases NSLT 1+5 Actuated SBLT 2+5 Actuated Direction Head No.; c e a 0 Dwell 2+5 1+6 2+6 1/6A R/<G R/cY RkG RkY NB 6A R R R 6 R R R RkG R/<G RkY RkY SIGNAL OPERATING. PLAN SB 2A .2' R R R R R .. R R R 8A R R EB BAR R/G> R/Y> R/G> R/Y> WB • Ped Heads 4 4R P2 R/G> DW R R/Y> DW FUG> DW PS. DW DW DW DW P4 DW Dw DW DW P8 Dwell R <G/G G G R R/G> W/F DW DW DW NBLT 1+6 Actuated 2+6 ENV Recall c e 0 2+6 <Y/G Y Y R R R/Y> DW DW DW DW <GIG R R R R/G> R R DW W/F DW DW This submittal needs to be scheduled bra public hearing In accordance wilt timelines set forth in the City of Miami Cede. The appgcade decision -making body mil review the Information at the public hearing to render recommendation or a final decision. 8AR 4R P2 5/2 T 2 2A P2 i c e a 0 2+6 >Y/G Y R R R/Y> R DW DW DW DW Dwell C a r' 0 3 4 G Y G G Y Y G Y R R R W/F FW DW R R DW R DW DW DW DW DW DW DW DW Flashing Operation FY FY FY FY FY FY FR 1/6A 6A 8AR P6 T 6 V/ P6 P6 P2 6 2'* 6 T 5/2 6A l 1/6 4, P6 12A P2 .. FR 1 FR FR (Page 1 of 2 Miami -Dade County Public Works Department Drawn Date R. Fernandez /a 9/. Checked D e it ikr2-46-0 Pb-L- 1216(11-- NE2AV&NE51 ST Placed in Service Phasing No. Asset Niumber Date By 3 4737 ataNNIIA QuadPPConcPeds EL • Timing Phases EB 3 Actuated WB 4 Actuated Direction Head No. c e a 1 Dwell 4 1+5 2+5 1+6 2+6 1/6A R R R R R NB '6A 1i R R R R R 6 G Y Y Y Y G R R R R R R SB. EB WB 4R 2A R R. R 2 R R R R R R. 8A G Y Y Y Y Y 8AR G Y Y Y Y 4 1, R .R R R: R Ped Heads` P2 DW DW DW DW DW DW 16; DW DW DW DW DW DW P4 DW DW DW DW DW DW P8 W/F DW DW DW DW DW Dwell R R R- R G R R R G DW DW W/F DW c e a 0 c a 0 1+5 2+5 1+6 2+6 R R R R R R R R R DW DW DW DW DW DW DW DW R 19 R• R DW DW DW DW DW DW DW DW Dwell Dwell ..e 0 e a a Flashing Operation FY Drawn R. Fernandez Checked ( Y14, () FY FY FR FY FY FR FR FR FR Miami -Dade County Public Works Department Date Dzlter/ 0—(44, Date Placed in Service NE2AV&NE51ST Phasing No. This submittal needs to be scheduled bra public hearing In accordance wilt timelines set forth in the City of Miami Cede. The appgcade decision -making body mil review the Information at the public hearing to render recommendation or a final decision. 8AR P8 F — ®— —> P8 P4 _ P4 4R t L I r i 4 2A Page 2 of 2 1 Asset Number 'By 3 4737 QuadPPConcPeds DB Editor Report Miami -Dade, FL MIAMI� TOD Schedule Report 4397 - US-1 & NE 50th Ter. 2070 1C-Econolite Type -Cobalt 3/31/2020, 10:35 AM Phase Data EC This submittal needs to be scheduled fora public hearing In accordance wtlh timelines set forth In the City of Miami Code. The applicable decision -mailing body will review the infonnadon at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 Phase Direction Split Timing Plan Walk Ped Clear Min Green Max Green Vehicle Ext MAX 2 MAX 3yellow Red Clear 2 S- T 72 2 0 0 14 25 1 50 0 4 2 3 0 0 14 25 1 50 0 4 2 4 0 0 0 0 0 0 0 0 0 4 W- T 38 2 7 21 7 15 2.5 25 0 4 3 3 7 21 7 15 2.5 25 0 4 3 4 0 0 0 0 0 0 0 0 0 6 N- T 72 2 0 0 14 25 1 50 0 4 2 3 0 0 14 25 1 50 0 4 2 4 0 0 0 0 0 0 0 0 0 file:///C:/Users/T670041/AppData/Roaming/Econolite/Prints/11524/PrintAll.html 3/31/2020 DB Editor Report Day of Week This submittal needs to be'scheduled fora pubic hearing In accordance with timelines set forth in the City of Miami Code. The applies Lie decision -malting body will rosiew the information at the pubic hearing to render a recommendation or a final decld on. PZ-21-10809 12/16/21 Time of Day Action Plan Cycle Length Offset Phs Spl 2 Phs Spl 4 Phs Spl 6 00:00:00 62 - - - - - 10:00:00 1 110 32 72 38 72 11:30:00 4 120 20 82 38 82 13:00:00 9 120 9 89 31 89 19:00:00 3 100 20 64 36 64 22:00:00 10 90 88 59 31 59 Schedule - 2 Day of Week SUN MON TUE WED THU FRI SAT Day Plan - 2 - Time of Day Action Plan Cycle Length Offset Phs Spl 2 Phs Spl 4 Phs Spl 6 00:00:00 62 - - - - - 06:00:00 10 90 88 59 31 59 08:00:00 1 110 32 72 38 72 22:00:00 10 90 88 59 31 59 Action Plan Name Pattern Enabled Logic Processor Statements 62 Free N/A N/A 1 1 N/A 4 4 N/A 9 9 N/A N/A 3 3 N/A 10 10 N/A file:///C:/Users/T670041/AppData/Roaming/Econolite/Prints/11524/PrintAll.html 3/31/2020 DB Editor Report PUBL./ < MIAMI I Coordination Options Options (MM) 3-1 Manual Pattern Auto System Source SYS Splits In Seconds Transition Smooth Dwell / Add Time 0 Delay Coord Wk- No LZ Ped Recall Local Zero Override Re -sync Count No Yes 0 Auto Perm Minimum Green ECPI Coord System Format Offsets In Max Select Force Off Use Ped Time Ped Reservice FO Added Ini Green Multisync Miami -Dade, FL 4397 - US-1 & NE 50th Ter. - 2070 1C - Econolite Type - Cobalt Yes PTN Seconds MAXINH Fixed Yes Yes No No Seconds MM 3-4 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Minimum Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Split Demand (MM) 3-5 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Demand 1 Demand 2 Demand 1 2 Detector 0 0 Call Time (Sec) 0 0 Cycle Count 0 0 E NOTICE Thls submittal needs to be scheduled fora public hearing in accordance with timelines set forth In the City of Miami Code. The applicable decision -ma long body wlll review the Information at the public hearing to render a recommendation or a final decid on. PZ-21-10809 12/16/21 sN EW cO°Qv file:///C:/Users/T670041 /AppData/Roaming/Econolite/Prints/ 11524/PrintAll.html 3/31/2020 DB Editor Report PUBL./ -10 Actuated Coord No Actuated Walk No Rest Phase Reservice Max Select No None Split Preference Phases TS2 (Pat -Off) 0-2 Std (COS) 17 Dwell/Add Time 0 Sequence 1 Action Plan 0 Force Off None Splits In Seconds Offsets In Seconds Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Description N S-T N W-T N N-T N N N N N N N N N N Splits (Split Pat 2) 0 89 0 31 0 89 0 0 0 0 0 0 0 0 0 0 Pref 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pref 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ring 1 2 3 4 Ring Split Ext 0 0 0 0 Ring Displacement - 0 0 0 Split Sum 120s 89s 0s 0s Misc. Data Veh Perm 1 0 Veh Perm 2 0 Veh Perm 2 Disp 0 Split Demand 0 Split Demand 0 Crossing Arterial 0 Pat 1 Pat 2 Pat spur rattern Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Coord Phase X X Vehicle Recall Pedestrian Recall Recall to Max. Time Omit Phase X X X X X X X X Special Funciton Outputs Coordinator Pattern # 3 Split Pattern 3 Cycle 100 Offset Value 20s Actuated Coord No Actuated Walk No Rest Phase Reservice Max Select No None Split Preference Phases TS2 (Pat -Off) 0-3 Std (COS) 25 Dwell/Add Time 0 Timing Plan 1 Sequence 1 Action Plan 0 Force Off None Splits In Seconds Offsets In Seconds Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Description N S-T N W-T N N-T N N N N N N N N N N Splits (Split Pat 3) 0 64 0 36 0 64 0 0 0 0 0 0 0 0 0 0 Pref 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pref 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ring 1 2 3 4 Ring Split Ext 0 0 0 0 Ring Displacement - 0 0 0 Split Sum 100s 64s 0s 0s Split Pattern Misc. Data Veh Perm 1 0 Veh Perm 2 0 Veh Perm 2 Disp 0 Split Demand 0 Split Demand 0 Crossing Arterial 0 Pat 1 Pat 2 Pat Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Coord Phase X X Vehicle Recall Pedestrian Recall Recall to Max. Time Omit Phase X X X X X X X X Special Funciton Outputs olk NOTICE This submittal needs to be scheduled fora puboc hearing In accordance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a anal deuce on. PZ-21-10809 12/16/21 �sN �i Ew C°0 file:///C:/Users/T670041 /AppData/Roaming/Econolite/Prints/ 11524/PrintAll.html 3/31/2020 DB Editor Report '��O PUBL., -10 Coordinator Pattern # 4 Split Pattern 4 Cycle 120 Offset Value 20s Actuated Coord No Actuated Walk No Rest Phase Reservice Max Select No None Split Preference Phases TS2 (Pat -Off) 1-1 Std (COS) 33 Dwell/Add Time 0 Timing Plan 1 Sequence 1 Action Plan 0 Force Off None Splits In Seconds Offsets In Seconds Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Description N S-T N W-T N N-T N N N N N N N N N N Splits (Split Pat 4) 0 82 0 38 0 82 0 0 0 0 0 0 0 0 0 0 Pref 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pref 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ring 1 2 3 4 Ring Split Ext 0 0 0 0 Ring Displacement - 0 0 0 Split Sum 120s 82s 0s 0s Misc. Data Veh Perm 1 0 Veh Perm 2 0 Veh Perm 2 Disp 0 Split Demand 0 Split Demand 0 Crossing Arterial 0 Pat 1 Pat 2 Pat spur rattern Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Coord Phase X X Vehicle Recall Pedestrian Recall Recall to Max. Time Omit Phase X X X X X X X X Special Funciton Outputs Actuated Coord No Actuated Walk No Rest Phase Reservice Max Select No None Split Preference Phases TS2 (Pat -Off) 1-2 Std (COS) 41 Dwell/Add Time 0 Sequence 1 Action Plan 0 Force Off None Splits In Seconds Offsets In Seconds Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Description N S-T N W-T N N-T N N N N N N N N N N Splits (Split Pat 5) 0 99 0 31 0 99 0 0 0 0 0 0 0 0 0 0 Pref 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pref 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ring 1 2 3 4 Ring Split Ext 0 0 0 0 Ring Displacement - 0 0 0 Split Sum 130s 99s 0s 0s Split Pattern Misc. Data Veh Perm 1 0 Veh Perm 2 0 Veh Perm 2 Disp 0 Split Demand 0 Split Demand 0 Crossing Arterial 0 Pat 1 Pat 2 Pat Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Coord Phase X X Vehicle Recall Pedestrian Recall Recall to Max. Time Omit Phase X X X X X X X X Special Funciton Outputs NOTICE This submittal needs to be scheduled fora puboc hearing In accordance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a anal deuce on. PZ-21-10809 12/16/21 �sN I� Ew C°0 file:///C:/Users/T670041 /AppData/Roaming/Econolite/Prints/ 11524/PrintAll.html 3/31/2020 SIGNAL OPERATING PLAN Timing Phases (r 1 C, Nis RE,cALL ur NE 5oTTRR Nni ACTgD Direction Head No. 1 0 a 0 c 1 e r 0 c a a 0 c 1 e a 0 c a 0 c 1 a a 0 Dwell Dwell a+c0J Dwell Dwell N B, Y R R R Cs R Li Y bW m Dwell Dwell Flashing Operation rawn !. FANu-iito'4 Necked N W6,3_, Aar r. F Y Miami -Dade County Public Works Department Date 1Z11Z1oa Date !z Placed in Service S 'd.. NE 5o TT ZR. Phasing No. This submittal needs to be schebu led bra public hearing In accordance wilt timelines set forth in the City of Miami Code. The appllcade deoIslon-making body mil review the Information at the public hearing to render a recommendation or a final decision. Page of Asset Number Blank12 Date IBY RA'i' D A J 4 4:3 g 7 Print Date: 8/25/2021 TOD Asset Intersection Schedule Op Mode Plan # Cycle Offset S TOD Schedule Report for 2064: N Miami Av&N 46 St Time: AM 2064 N Miami Av&N 46 St DOW-4 TOD [05] POST -AM PEAK 120 78 N/A Splits PH1 PH2 PH3 PH4 PH 5 PH6 PH7 PH8 0 SBT 76 Active Phase Bank: 0 WBT Phase Bank 1 32 0 NBT - EBT 76 0 32 Phase Walk Don't Walk Min Initial Veh Ext Max Limit Max 2 Yellow Red Phase Bank 2 3 2 3 2 3 2 3 1 2 3 2 3 1- - 0- 0 - 0- 0 - 0- 0 - 0 - 0 0- 0- 0 0- 0 2 SBT - 7 - 7 - 10 - 10 - 7 - 7 - 1 - 1 40 - 27 - 20 0 - 0 3- - 0- 0 - 0- 0 - 0- 0 - 0 - 0 0- 0- 0 0- 0 4 WBT - 7- 7 -16 -16 - 7 - 7 -2.5-2.5 10- 23- 20 13-10 5- - 0- 0 - 0- 0 - 0- 0 - 0 - 0 0- 0- 0 0- 0 6 NBT - 7 - 7 - 10 - 10 - 7 - 7 - 1 - 1 40 - 27 - 20 0 - 0 _ 7- - 0- 0 - 0- 0 - 0- 0 - 0 - 0 0- 0- 0 0- 0 8 EBT - 7 - 7 - 16 - 16 - 7 - 7 -2.5 - 2.5 10 - 23 - 20 13 - 10 Current Plan Cycle 1 2 - SBT Green Time 6 NBT 7 8 - EBT Ring Offset Offset 3 4 - WBT 5 - TOD Schedule Free 1000 5 120 0 76 0 32 0 76 0 32 0 78 1200 9 130 0 86 0 32 0 86 0 32 0 66 1900 13 110 0 69 0 29 0 69 0 29 0 52 2200 14 90 0 53 0 25 0 53 0 25 0 2 19 90 0 53 0 25 0 53 0 25 0 32 20 110 0 66 0 32 0 66 0 32 0 34 21 120 0 69 0 39 0 69 0 39 0 36 22 100 0 62 0 26 0 62 0 26 0 24 NOTICE Tills submittal needs to be scheduled fora public hearing In accordance wM1h timelines set forth In the City of Miami Code. The apptica tlslslon-ma king body will renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 Last In Service Date: unknown Permitted Phases 12345678 Default-2-4-6-8 External Permit 0 External Permit 1 External Permit 2 um 2 Local TOD Schedule Time Plan DOW 0000 Free Su M T W Th F S 0600 19 Su S 1000 5 M T W Th F 1000 20 Su S 1200 9 M T W Th F 1300 21 Su S 1800 22 Su S 1900 13 M T W Th F S 2200 14 M T W Th F 2200 Free Su S Page 1 of 2 Print Date: 8/25/2021 Current Time of Day Function Time Function 0000 TOD OUTPUTS 0600 PERMIT 1000 PERMIT 1500 PERMIT 1900 PERMIT Settings * Day of Week SuMTWThFS MTWThF 2- MTWThF MTWThF 3-- MTWThF TOD Schedule Report for 2064: N Miami Av&N 46 St Local Time of Day Function Time Function 0000 TOD OUTPUTS 0600 PERMIT Settings * Day of Week SuMTWThFS 2- Su S 1000 PERMIT 2- MTWThF 1900 PERMIT 1900 PERMIT 3-- MTWThF 3-- Su S No Calendar Defined/Enabled Time: AM This submittal needs to be scheduled for a pubic hearing In accordance with timelines set forth In the City of Mlami Code. The appLIce decision -malting bodywlll renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 1 - Phas 2 - Phase Ban 3 - Phase Bank 3, Max 1 4 - Phase Bank 3, Max 2 5 - EXTERNAL PERMIT 1 6 - EXTERNAL PERMIT 2 7 - X-PED OMIT 8 - TBA Page 2of2 Drawn Direction Phase Head No. c , Dwell MIAi1r AV %cALL. SIGNAL OPERATING PLAN NB wa Ell 6 8 NOTICE This submittal needs to be schedu Led bra public hearing In accordance wilt timelines set forth in the City of Miami Code. The appllcade deoIsion-making body mil review the Information at the public hearing to render a recommendation or a final decision. -�lE.�� �--1111111111111111�11111111111111111 ---mom» ____ u._--. s Dwell Dwell • FRAM, 6 1101U Checkd Blank12 i T Eli FA Fir4. Miami -Dade Count Public Works Department Date f i . TT 6 z7f91 N. MIAMI G ST 6 1-Lott '! Dat %1At2:71 D I Date 1 PZ-21-10809 12/16/21 Placed in Service IBY SHOP Phasing No. Page I of I Asset =umber DB Editor Report Miami -Dade, FL MIAMI� TOD Schedule Report 2102 - NE 2nd Ave. & NE 39th St. 2070 1C-Econolite Type -Cobalt 3/31/2020, 10:13 AM Phase Data EC This submittal needs to be scheduled fora public hearing In accordance wtlh timelines set forth In the City of Miami Code. The applicable decision -mailing body will review the infonnadon at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 Phase Direction Split Timing Plan Walk Ped Clear Min Green Max Green Vehicle Ext MAX 2 MAX 3yellow Red Clear 1 N-L 11 2 0 0 5 12 2 20 0 4 2 3 0 0 5 12 2 20 0 4 2 4 0 0 0 0 0 0 0 0 0 2 S- T 23 2 7 13 7 30 1 20 0 4 2 3 7 13 7 30 1 20 0 4 2 4 0 0 0 0 0 0 0 0 0 4 W- T 36 2 7 18 7 30 2.5 50 0 4 2 3 7 18 7 30 2.5 50 0 4 2 4 0 0 0 0 0 0 0 0 0 5 S-L 11 2 0 0 5 12 2 20 0 4 2 3 0 0 5 12 2 20 0 4 2 4 0 0 0 0 0 0 0 0 0 6 N- T 23 2 7 13 7 30 1 20 0 4 2 3 7 13 7 30 1 20 0 4 2 4 0 0 0 0 0 0 0 0 0 8 E- T 36 2 7 18 7 30 2.5 50 0 4 2 3 7 18 7 30 2.5 50 0 4 2 4 0 0 0 0 0 0 0 0 0 file:///C:/Users/T670041/AppData/Roaming/Econolite/Prints/2168/PrintAll.html 3/31/2020 DB Editor Report Day of Week This submittal needs to be'scheduled fora pubic hearing In accordance with timelines set forth in the City of Miami Code. The applies Lie decision -malting body will rosiew the information at the pubic hearing to render a recommendation or a final decld on. PZ-21-10809 12/16/21 Time of Day Action Plan Cycle Length Offset Phs Spl 1 Phs Spl 2 Phs Spl 4 Phs Spl 5 Phs Spl 6 Phs Spl 8 00:00:00 62 - - - - - - - - 05:00:00 2 130 46 16 73 41 16 73 41 10:00:00 6 70 41 11 23 36 11 23 36 13:00:00 8 160 157 16 93 51 16 93 51 18:00:00 17 90 74 11 34 45 11 34 45 20:00:00 14 140 30 16 80 44 16 80 44 22:00:00 16 120 88 16 63 41 16 63 41 Schedule - 2 Day of Week SUN MON TUE WED THU FRI SAT Da v Plan - 2 - Time of Day Action Plan Cycle Length Offset Phs Spl 1 Phs Spl 2 Phs Spl 4 Phs Spl 5 Phs Spl 6 Phs Spl 8 00:00:00 62 - - - - - - - - 06:00:00 19 140 54 21 68 51 21 68 51 19:00:00 21 140 44 16 78 46 16 78 46 23:00:00 62 - - - - - - - - Action Plan Name Pattern Enabled Logic Processor Statements 62 Free N/A 2 2 N/A N/A 6 6 N/A 8 8 N/A N/A 17 17 N/A 14 14 N/A 16 16 N/A file:///C:/Users/T670041/AppData/Roaming/Econolite/Prints/2168/PrintAll.html 3/31/2020 DB Editor Report PUBL./ < MIAMI I Coordination Options Options (MM) 3-1 Manual Pattern Auto System Source SYS Splits In Seconds Transition Smooth Dwell / Add Time 0 Delay Coord Wk- No LZ Ped Recall Local Zero Override Re -sync Count No Yes 0 Auto Perm Minimum Green Miami -Dade, FL 2102 - NE 2nd Ave. & NE 39th St. - 2070 1C - Econolite Type - Cobalt ECPI Coord System Format Offsets In Max Select Force Off Use Ped Time Ped Reservice FO Added Ini Green Multisync Yes STD Seconds MAXINH Fixed Yes Yes No No Seconds MM 3-4 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Minimum Green 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Split Demand (MM) 3-5 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Demand 1 Demand 2 Demand 1 2 Detector 0 0 Call Time (Sec) 0 0 Cycle Count 0 0 E NOTICE Thls submittal needs to be scheduled fora public hearing in accordance with timelines set forth In the City of Miami Code. The applicable decision -ma long body wlll review the Information at the public hearing to render a recommendation or a final decid on. PZ-21-10809 12/16/21 sN EW cO°Qv file:///C:/Users/T670041/AppData/Roaming/Econolite/Prints/2168/PrintAll.html 3/31/2020 DB Editor Report PUBL./ -10 Actuated Coord No Actuated Walk No Rest Phase Reservice Max Select #4 No None Split Preference Phases TS2 (Pat -Off) 1-1 Std (COS) 33 Dwell/Add Time 0 Sequence 0 Action Plan 0 Force Off None Splits In Seconds Offsets In Seconds Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Description N-L S-T N W-T S-L N-T N E-T NNNNNNNN Splits (Split Pat 4) 14 40 0 31 14 40 0 31 0 0 0 0 0 0 0 0 Pref 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pref 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ring 1 2 3 4 Ring Split Ext 0 0 0 0 Ring Displacement - 0 0 0 Split Sum 85s 85s 0s 0s Misc. Data Veh Perm 1 0 Veh Perm 2 0 Veh Perm 2 Disp 0 Split Demand 0 Split Demand 0 Crossing Arterial 0 Pat 1 Pat 2 Pat spur rattern Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Coord Phase X X Vehicle Recall Pedestrian Recall Recall to Max. Time Omit Phase X X X X X X X X Special Funciton Outputs Coordinator Pattern # 6 Split Pattern 6 Cycle 70 Offset Value 41s Actuated Coord No Actuated Walk No Rest Phase Reservice Max Select No None Split Preference Phases TS2 (Pat -Off) 1-3 Std (COS) 73 Dwell/Add Time 0 Timing Plan 0 Sequence 0 Action Plan 0 Force Off None Splits In Seconds Offsets In Seconds Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Description N-L S-T N W-T S-L N-T N E-T NNNNNNNN Splits (Split Pat 6) 11 23 0 36 11 23 0 36 0 0 0 0 0 0 0 0 Pref 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pref 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ring 1 2 3 4 Ring Split Ext 0 0 0 0 Ring Displacement - 0 0 0 Split Sum 70s 70s 0s 0s Split Pattern Misc. Data Veh Perm 1 0 Veh Perm 2 0 Veh Perm 2 Disp 0 Split Demand 0 Split Demand 0 Crossing Arterial 0 Pat 1 Pat 2 Pat Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Coord Phase X X Vehicle Recall Pedestrian Recall Recall to Max. Time Omit Phase X X X X X X X X Special Funciton Outputs olk NOTICE This submittal needs to be scheduled fora puboc hearing In accordance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a anal deuce on. PZ-21-10809 12/16/21 �sN �i Ew C°0 file:///C:/Users/T670041/AppData/Roaming/Econolite/Prints/2168/PrintAll.html 3/31/2020 DB Editor Report 12 TS2 (Pat -Off) 3-3 Splits In Seconds Std (COS) 145 Offsets In Seconds Dwell/Add Time 0 Actuated Coord No Actuated Walk No Sequence 0 Rest Phase No Action Plan 0 Reservice Max Select None Force Off None Split Preference Phases Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Description N-L S-T N W-T S-L N-T N E-T NNNNNNNN Splits (Split Pat 12) 23 106 0 51 23 106 0 51 0 0 0 0 0 0 0 0 Pref 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pref 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ring 1 2 3 4 Ring Split Ext 0 0 0 0 Ring Displacement - 0 0 0 Split Sum 180s 180s 0s 0s Misc. Data Veh Perm 1 0 Veh Perm 2 0 Veh Perm 2 Disp 0 Split Demand 0 Split Demand 0 Crossing Arterial 0 Pat 1 Pat 2 Pat spur rattern Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Coord Phase X X Vehicle Recall Pedestrian Recall Recall to Max. Time Omit Phase X X X X X X X X Special Funciton Outputs Coordinator Pattern # 14 Split Pattern 14 TS2 (Pat -Off) 4-2 Splits In Seconds Cycle 140 Std (COS) 161 Offsets In Seconds Offset Value 30s Dwell/Add Time 0 Actuated Coord No Timing Plan 0 Actuated Walk No Sequence 0 Rest Phase No Action Plan 0 Reservice Max Select None Force Off None Split Preference Phases Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Description N-L S-T N W-T S-L N-T N E-T NNNNNNNN Splits (Split Pat 14) 16 80 0 44 16 80 0 44 0 0 0 0 0 0 0 0 Pref 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pref 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ring 1 2 3 4 Ring Split Ext 0 0 0 0 Ring Displacement - 0 0 0 Split Sum 140s 140s 0s 0s Split Pattern Misc. Data Veh Perm 1 0 Veh Perm 2 0 Veh Perm 2 Disp 0 Split Demand 0 Split Demand 0 Crossing Arterial 0 Pat 1 Pat 2 Pat Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Coord Phase X X Vehicle Recall Pedestrian Recall Recall to Max. Time Omit Phase X X X X X X X X This submittal needs to be scheduled fora puboc hearing In accordance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a anal deuce on. file:///C:/Users/T670041/AppData/Roaming/Econolite/Prints/2168/PrintAll.html 3/31/2020 SIGNAL OPERATING PLAN `Timing Phases Head No. 6 2 8 4 P2 P4 P6 P8 Q `e Dwell T NOTICE N1 G+ - This submittal needs to be scheduled fora public hearing In accordance wilt timelines set forth in the City of e I 1 - lsing dy revIewtihe lnformeatont at�the publch hearing to rreendeerr la recommendation or a final decision. a r a' PZ-21-10809 i+ 12/16/21 9�A,„ ° ,EW co�Qv Dwell c 1 e a r t II (2+6) NISB NE2AV (RECALL) Dwell G G j • R R W/F DW WIF DW . P6 c 4+8 ;! Y Y R j R DW DW DW DW is - - -.--► 6 e a j 2 r , t 0 l j. 1 j - P2 Dwell j c I f e a 1 i r 1 t o (4+8) E/WB NE39ST (ACTUATED) Dwell R R G G DW W/F DW WIF O c 2+6 R ;I' R Y Y - DW DW DW DW P4 4 i j I - 4 ,, n a r I ' t a l 1 _ 8 P8 O _ Dwell c 1 e a r 1 ° 1 I Flashing Operation FYFYI FRI I FR Page of 1 Miami -Dade County Public. Works Department Drawn WILLIAM RIVERA PAZ Date 6/7/2007 - - NE 2 AV & NE 39 ST Checked 4-4. Ps7(t.k3.o. )2t-t-. Date (oft t 1140 Placed in Service Phasing No. Asset Number Date so/®0®'7 OBy .te /J 3 2102 Blank12 PUB(, o' y 0 a a NOTICE This submittal needs b be scheduled for a puboc hearing in accordance with timelines set forth in the City of Miami Code.The applica de decision -making bodywill renew the intonna0on at the pubs hearing to render a recommendation or a final decision. ti ktinEw CO - PZ-21-10809 12/16/21 Appendix C Growth Rate Calculations 2 4 PURL/ G 0 4- Q NOTICE This submittal needs to be' scheduled fora pubic hearing In acoordanre whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubc hearing to render a recommended on or a final decM on. PZ-21-10809 12/16/21 sN SEW cO�Qv FDOT Historic Growth Trends FDOT Growth Rate Summary ,gyp PURL/ ,� c h'F Z NOTICE Station Number Location Historic Growth- Linear Historic Growth- Exponential Historic Gro This aubmMal needs m be schedules In accordance with timelines set fort Miami code. The applicable decision- review n,einm'mationatthe pabue rec mmendabon or a finale PZ-21-108( 'IA 12/16/21 •. �ipi . EW 5-year R-squared 10-year R-squared 5-year R-squared 10-year R-squared 5-year R-s• 870104 SR 934/NE 79th Street -- 200' W of NE 4th Court 0.99% 6.19% 4.22% 47.32% 0.88% 5.47% 3.81% 45.25% 0.44% 1.2 870105 SR 934/NE 82nd Street -- 200' W of NE 3rd Place -2.34% 30.19% -1.06% 4.57% -2.43% 29.26% -0.92% 3.38% -2.55% 32.62' .�" 870142 SR 934/NE 79th Street -- 350' W of Pelican Harbour Dr -3.00% 94.23% 0.94% 18.15% -3.15% 94.00% 0.93% 18.95% -3.06% 89.77% 875060 SR 5/US-1 -- 200' S of NE 53rd Street 1.79% 68.15% 1.08% 23.37% 1.74% 67.84% 1.13% 22.93% 1.96% 85.27% 875065 SR 5/US-1 -- 200' N of NE 71st Street 0.89% 55.68% 0.28% 5.06% 0.88% 55.12% 0.28% 5.74% 0.75% 35.97% 0.39% 875068 SR 5/US-1 -- 200' N of NE 79th Street/SR 934 -0.38% 1.43% -1.79% 13.12% -0.45% 1.71% -1.82% 15.23% -0.83% 7.26% -1.21% 4.96% 875355 SR 944/NW 54th Street -- 200' W of SR 5/US-1 1.50% 28.05% 1.54% 33.45% 1.47% 28.47% 1.45% 32.98% 1.48% 35.48% 1.01% 13.21% Total -0.08% 40.56% 0.74% 20.72% -0.15% 40.27% 0.69% 20.64% -0.26% 41.09% 0.86% 16.23% bra public hearing man the City of Xing body will to render cision K:\FTL_TPTO\043752001-Sa ba I Palm Village \ ca Ica \Growth\Growth Rate Summary .xlsx FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2020 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 0104 - SR 934/NE 79 ST/ONE WAY PAIR EB, 200' W NE 4 CT YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2020 25700 C E 19500 W 6200 9.00 54.20 7.60 2019 29700 C E 23000 W 6700 9.00 54.60 10.20 2018 29600 C E 22500 W 7100 9.00 54.30 8.50 2017 25500 C E 19000 W 6500 9.00 55.00 6.90 2016 28700 C E 22000 W 6700 9.00 54.50 7.20 2015 28800 C E 22500 W 6300 9.00 54.70 11.80 2014 30900 C E 24500 W 6400 9.00 54.50 10.40 2013 26400 C E 19500 W 6900 9.00 52.40 9.00 2012 18000 C E 18000 0 9.00 99.90 10.50 2011 23000 C E 23000 0 9.00 99.90 10.50 2010 22500 C E 22500 0 8.98 99.99 9.50 2009 19500 C E 19500 0 8.99 99.99 8.40 2008 20500 C E 20500 0 9.09 99.99 9.60 2007 21500 C E 21500 0 8.01 54.34 6.60 2006 20500 C E 20500 0 7.97 54.22 8.80 2005 26500 F E 8.80 53.80 5.50 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES This submittal needs to be scheduled for a public hearing in accordance w1h timelines set forth In the City of Miami Code. The apphw de decision -making body will renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 Traffic Trends SR 934/NE 79th Street -- 200' W of NE 4th Court County: Station #: Highway: Average Daily Traffic (Vehicles/Day) 40000 35000 30000 25000 20000 15000 10000 5000 0 =Observed Count Fitted Curve I I I I I I I I I I I I I I-1-1 I I I I I 2015 2020 2025 2030 Year 2035 2040 2045 Trend R-squared: 6.19% Trend Annual Historic Growth Rate: 0.99% Printed: 17-Aug-21 Straight Line Growth Option Year SR 934/ Traffic Count* This submittal needs to be scheduled for a pubic hearing In accordance wtth timelines set forth In the city of Miami Code. The apptica decision -malting bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 2015 2016 2017 2018 2019 28800 28700 25500 29600 29700 27900 28200 28500 28700 29000 *Axle -Adjusted Traffic Trends SR 934/NE 79th Street -- 200' W of NE 4th Court County: Station #: Highway: Average Daily Traffic (Vehicles/Day) 40000 35000 30000 25000 20000 15000 10000 5000 0 =Observed Count Fitted Curve 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I-1 I I I I I 2015 2020 2025 2030 Year 2035 2040 2045 Trend R-squared: 5.47% Compounded Annual Historic Growth Rate: 0.88% Printed: 17-Aug-21 Exponential Growth Option Year SR 934/ Traffic Count* This submittal needs to be scheduled for a pubic hearing In accordance wtth timelines set forth In the city of Miami Code. The apptica decision -malting bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 2015 2016 2017 2018 2019 28800 28700 25500 29600 29700 27900 28200 28400 28700 28900 *Axle -Adjusted Traffic Trends SR 934/NE 79th Street -- 200' W of NE 4th Court County: Station #: Highway: Average Daily Traffic (Vehicles/Day) 35000 30000 25000 20000 15000 10000 5000 0 U 1_1 1 1 1 1 1 1 1 1 1 1 1 1 I , , , Count =Observed Fitted Curve 1 I_1 1 1 1 1 2015 2020 2025 2030 Year 2035 2040 2045 Trend R-squared: 1.27% Compounded Annual Historic Growth Rate: 0.44% Printed: 17-Aug-21 Decaying Exponential Growth Option Year SR 934/ Traffic Count* This submittal needs to be scheduled for a pubic hearing In accordance wtth timelines set forth In the city of Miami Code. The apptica decision -malting bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 2015 2016 2017 2018 2019 28800 28700 25500 29600 29700 28200 28400 28500 28600 28700 *Axle -Adjusted Traffic Trends SR 934/NE 79th Street -- 200' W of NE 4th Court County: Station #: Highway: Average Daily Traffic (Vehicles/Day) 60000 50000 40000 30000 20000 10000 0 =Observed Count Fitted Curve 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2010 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 47.32% Trend Annual Historic Growth Rate: 4.22% Printed: 17-Aug-21 Straight Line Growth Option Year SR 934/ Traffic Count* Thls submittal needs to be scheduled for a public hearing In accordance wtth timelines set forth In the city of Miami Code. The apptica decision -malting bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 22500 23000 18000 26400 30900 28800 28700 25500 29600 29700 22100 23100 24000 24900 25800 26800 27700 28600 29600 30500 *Axle -Adjusted Traffic Trends SR 934/NE 79th Street -- 200' W of NE 4th Court County: Station #: Highway: Average Daily Traffic (Vehicles/Day) 90000 80000 70000 60000 50000 40000 30000 20000 10000 0 =Observed Count Fitted Curve 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2010 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 45.25% Compounded Annual Historic Growth Rate: 3.81 % Printed: 17-Aug-21 Exponential Growth Option Year SR 934/ Traffic Count* Thls submittal needs to be scheduled for a pubic hearing In accordance wtth timelines set forth In the city of Miami Code. The apptica decision -malting bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 22500 23000 18000 26400 30900 28800 28700 25500 29600 29700 22000 22800 23700 24600 25500 26500 27500 28500 29600 30800 *Axle -Adjusted Traffic Trends SR 934/NE 79th Street -- 200' W of NE 4th Court County: Station #: Highway: Average Daily Traffic (Vehicles/Day) 40000 35000 30000 25000 20000 15000 10000 5000 0 =Observed Count Fitted Curve 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2010 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 47.29% Compounded Annual Historic Growth Rate: 4.05% Printed: 17-Aug-21 Decaying Exponential Growth Option Year SR 934/ Traffic Count* Thls submittal needs to be scheduled for a pubic hearing In accordance wtth timelines set forth In the city of Miami Code. The apptica decision -malting bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 22500 23000 18000 26400 30900 28800 28700 25500 29600 29700 20500 23200 24700 25800 26700 27400 28000 28500 28900 29300 *Axle -Adjusted FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2020 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 0105 - SR 934/NE 82 ST/ONE-WAY PAIR WE, 200' W NE 3 PL YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2020 16000 C W 16000 0 9.00 99.90 7.60 2019 16500 C W 16500 0 9.00 99.90 10.20 2018 14500 C W 14500 0 9.00 99.90 8.50 2017 16000 C W 16000 0 9.00 99.90 6.90 2016 17500 C W 17500 0 9.00 99.90 7.20 2015 17000 C W 17000 0 9.00 99.90 11.80 2014 17500 C W 17500 9.00 99.90 10.40 2013 15500 C W 15500 0 9.00 99.90 9.00 2012 23500 C W 23500 0 9.00 99.90 10.50 2011 17500 C W 17500 0 9.00 99.90 10.50 2010 14000 C W 14000 0 8.98 99.99 9.50 2009 14500 C W 14500 0 8.99 99.99 8.40 2008 14000 C W 14000 0 9.09 99.99 9.60 2007 15500 C W 15500 0 8.01 99.99 6.60 2006 15000 C W 15000 0 7.97 99.99 8.80 2005 15000 C W 15000 0 8.80 99.90 5.50 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES This submittal needs to be scheduled for a public hearing in accordance w1h timelines set forth In the City of Miami Code. The apphw de decision -making body will renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 Traffic Trends SR 934/NE 82nd Street -- 200' W of NE 3rd Place County: Station #: Highway: Average Daily Traffic (Vehicles/Day) 20000 18000 16000 14000 12000 10000 8000 6000 4000 2000 =Observed Count Fitted Curve 0 I I I I I I I I I I I I I I I I-1-1 I I I I I 2015 2020 2025 2030 2035 2040 Year 2045 Trend R-squared: 30.19% Trend Annual Historic Growth Rate: -2.34% Printed: 17-Aug-21 Straight Line Growth Option Year SR 934/N Traffic Count* This submittal needs to be scheduled for a pubic hearing In accordance wtth timelines set forth In the city of Miami Code. The apptica decision -malting bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 2015 2016 2017 2018 2019 17000 17500 16000 14500 16500 17100 16700 16300 15900 15500 *Axle -Adjusted Traffic Trends SR 934/NE 82nd Street -- 200' W of NE 3rd Place County: Station #: Highway: Average Daily Traffic (Vehicles/Day) 20000 18000 16000 14000 12000 10000 8000 6000 4000 2000 0 =Observed Count Fitted Curve I I I I I I I I I I I I I I-1-1 I I I I I 2015 2020 2025 2030 Year 2035 2040 2045 Trend R-squared: 29.26% Compounded Annual Historic Growth Rate: -2.43% Printed: 17-Aug-21 Exponential Growth Option Year SR 934/N Traffic Count* This submittal needs to be scheduled for a pubic hearing In accordance wtth timelines set forth In the city of Miami Code. The apptica decision -malting bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 2015 2016 2017 2018 2019 17000 17500 16000 14500 16500 17100 16700 16300 15900 15500 *Axle -Adjusted Traffic Trends SR 934/NE 82nd Street -- 200' W of NE 3rd Place County: Station #: Highway: Average Daily Traffic (Vehicles/Day) 20000 18000 16000 14000 12000 10000 8000 6000 4000 2000 0 =Observed Count Fitted Curve I I I I I I I I I I I I I I I-1-1 I I I I I 2015 2020 2025 2030 Year 2035 2040 2045 Trend R-squared: 32.62% Compounded Annual Historic Growth Rate: -2.55% Printed: 17-Aug-21 Decaying Exponential Growth Option Year SR 934/N Traffic Count* This submittal needs to be scheduled for a pubic hearing In accordance wtth timelines set forth In the city of Miami Code. The apptica decision -malting bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 2015 2016 2017 2018 2019 17000 17500 16000 14500 16500 17300 16600 16200 15900 15600 *Axle -Adjusted Traffic Trends SR 934/NE 82nd Street -- 200' W of NE 3rd Place County: Station #: Highway: Average Daily Traffic (Vehicles/Day) 25000 20000 15000 10000 5000 0 =Observed Count Fitted Curve 11111111111111111111111111 2010 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 4.57% Trend Annual Historic Growth Rate: -1.06% Printed: 17-Aug-21 Straight Line Growth Option Year SR 934/N Traffic Count* This submittal needs to be scheduled for a pubic hearing In accordance wtth timelines set forth In the city of Miami Code. The apptica decision -malting bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 14000 17500 23500 15500 17500 17000 17500 16000 14500 16500 17800 17600 17400 17200 17000 16900 16700 16500 16300 16100 *Axle -Adjusted Traffic Trends SR 934/NE 82nd Street -- 200' W of NE 3rd Place County: Station #: Highway: Average Daily Traffic (Vehicles/Day) 25000 20000 15000 10000 5000 0 =Observed Count Fitted Curve 11111111111111111111111111 2010 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 3.38% Compounded Annual Historic Growth Rate: -0.92% Printed: 17-Aug-21 Exponential Growth Option Year SR 934/N Traffic Count* This submittal needs to be scheduled for a pubic hearing In accordance wtth timelines set forth In the city of Miami Code. The apptica decision -malting bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 14000 17500 23500 15500 17500 17000 17500 16000 14500 16500 17500 17300 17200 17000 16900 16700 16600 16400 16300 16100 *Axle -Adjusted Traffic Trends SR 934/NE 82nd Street -- 200' W of NE 3rd Place County: Station #: Highway: Average Daily Traffic (Vehicles/Day) 25000 20000 15000 10000 5000 0 =Observed Count Fitted Curve 111111111111111111-11111111 2010 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 0.21% Compounded Annual Historic Growth Rate: -0.26% Printed: 17-Aug-21 Decaying Exponential Growth Option Year SR 934/N Traffic Count* This submittal needs to be scheduled for a pubic hearing In accordance wtth timelines set forth In the city of Miami Code. The apptica decision -malting bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 14000 17500 23500 15500 17500 17000 17500 16000 14500 16500 17200 17100 17000 17000 16900 16900 16900 16900 16800 16800 *Axle -Adjusted FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2020 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 0142 - SR 934/NW/NE 79 ST, 350' WEST OF PELICAN HARBOUR DR YEAR 2020 2019 2018 2017 2016 2015 2014 2013 2012 2011 2010 2009 2008 2007 2006 2005 AADT DIRECTION 1 DIRECTION 2 40500 C E 20000 41500 F E 19500 41500 C E 19500 44000 C E 21500 45500 C E 22500 46500 C E 22500 39000 C E 19500 39000 C E 20500 43000 C E 21500 39500 C E 19500 39500 C E 20500 35500 C E 16500 37000 C E 17500 38500 F E 19000 38500 C E 19000 39000 C E 19000 W 20500 W 22000 W 22000 W 22500 W 23000 W 24000 W 19500 W 18500 W 21500 W 20000 W 19000 W 19000 W 19500 W 19500 W 19500 W 20000 *K FACTOR D FACTOR T FACTOR 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 8.98 8.99 9.09 8.01 7.97 8.80 54.20 4.50 54.60 6.90 54.30 6.90 55.00 2.60 54.50 3.10 54.70 4.90 54.50 4.70 52.40 4.00 55.70 4.10 55.10 4.30 54.08 4.30 53.24 3.90 55.75 3.80 54.34 4.00 54.22 4.00 53.80 7.50 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES This submittal needs to be scheduled for a public hearing in accordance w1h timelines set forth In the City of Miami Code. The apphw de decision -making body will renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 Traffic Trends SR 934/NE 79th Street -- 350' W of Pelican Harbour Dr County: Station #: Highway: Average Daily Traffic (Vehicles/Day) 50000 45000 40000 35000 30000 25000 20000 15000 10000 5000 =Observed Count Fitted Curve 0 I I I I I I I I I I I I I I I I-1-1 I I I I I 2015 2020 2025 2030 2035 2040 Year 2045 Trend R-squared: 94.23% Trend Annual Historic Growth Rate: -3.00% Printed: 17-Aug-21 Straight Line Growth Option Year SR 934/ Traffic Count* Thls submittal needs to be scheduled for a public hearing In accordance wtth timelines set forth In the city of Miami Code. The apptica decision -malting bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 2015 2016 2017 2018 2019 46500 45500 44000 41500 41500 46600 45200 43800 42400 41000 *Axle -Adjusted Traffic Trends SR 934/NE 79th Street -- 350' W of Pelican Harbour Dr County: Station #: Highway: Average Daily Traffic (Vehicles/Day) 50000 45000 40000 35000 30000 25000 20000 15000 10000 5000 0 =Observed Count Fitted Curve I I I I I I I I I I I I I I-1-1 I I I I I 2015 2020 2025 2030 Year 2035 2040 2045 Trend R-squared: 94.00% Compounded Annual Historic Growth Rate: -3.15% Printed: 17-Aug-21 Exponential Growth Option Year SR 934/ Traffic Count* Thls submittal needs to be scheduled for a pubic hearing In accordance wtth timelines set forth In the city of Miami Code. The apptica decision -malting bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 2015 2016 2017 2018 2019 46500 45500 44000 41500 41500 46600 45200 43800 42400 41000 *Axle -Adjusted Traffic Trends SR 934/NE 79th Street -- 350' W of Pelican Harbour Dr County: Station #: Highway: Average Daily Traffic (Vehicles/Day) 50000 45000 40000 35000 30000 25000 20000 15000 10000 5000 0 2015 2020 =Observed Count Fitted Curve 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I-1 I I I I I 2025 2030 2035 2040 Year 2045 Trend R-squared: 89.77% Compounded Annual Historic Growth Rate: -3.06% Printed: 17-Aug-21 Decaying Exponential Growth Option Year SR 934/ Traffic Count* Thls submittal needs to be scheduled for a pubic hearing In accordance wtth timelines set forth In the city of Miami Code. The apptica decision -malting bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 2015 2016 2017 2018 2019 46500 45500 44000 41500 41500 47100 44700 43300 42300 41600 *Axle -Adjusted Traffic Trends SR 934/NE 79th Street -- 350' W of Pelican Harbour Dr County: Station #: Highway: Average Daily Traffic (Vehicles/Day) 60000 50000 40000 —f 30000 20000 10000 0 =Observed Count Fitted Curve 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2010 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 18.15% Trend Annual Historic Growth Rate: 0.94% Printed: 17-Aug-21 Straight Line Growth Option Year SR 934/ Traffic Count* Thls submittal needs to be scheduled for a pubic hearing In accordance wtth timelines set forth In the city of Miami Code. The apptica decision -malting bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 39500 39500 43000 39000 39000 46500 45500 44000 41500 41500 40200 40500 40900 41300 41700 42100 42500 42900 43300 43600 *Axle -Adjusted Traffic Trends SR 934/NE 79th Street -- 350' W of Pelican Harbour Dr County: Station #: Highway: Average Daily Traffic (Vehicles/Day) 60000 50000 40000 —! 30000 20000 10000 0 =Observed Count Fitted Curve 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2010 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 18.95% Compounded Annual Historic Growth Rate: 0.93% Printed: 17-Aug-21 Exponential Growth Option Year SR 934/ Traffic Count* Thls submittal needs to be scheduled for a pubic hearing In accordance wtth timelines set forth In the city of Miami Code. The apptica decision -malting bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 39500 39500 43000 39000 39000 46500 45500 44000 41500 41500 40100 40500 40900 41200 41600 42000 42400 42800 43200 43600 *Axle -Adjusted Traffic Trends SR 934/NE 79th Street -- 350' W of Pelican Harbour Dr County: Station #: Highway: Average Daily Traffic (Vehicles/Day) 50000 45000 40000 — 35000 30000 25000 20000 15000 10000 5000 0 =Observed Count Fitted Curve 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1-1 1 1 1 1 1 1 1 2010 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 22.73% Compounded Annual Historic Growth Rate: 1.11 % Printed: 17-Aug-21 Decaying Exponential Growth Option Year SR 934/ Traffic Count* Thls submittal needs to be scheduled for a pubic hearing In accordance wtth timelines set forth In the city of Miami Code. The apptica decision -malting bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 39500 39500 43000 39000 39000 46500 45500 44000 41500 41500 39200 40400 41200 41700 42100 42400 42700 42900 43100 43300 *Axle -Adjusted FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2020 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 5060 - SR 5,US-1, 200' S NE 53 ST YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2020 29000 C N 15000 S 14000 9.00 54.20 3.20 2019 38500 C N 18500 S 20000 9.00 54.60 4.70 2018 38000 C N 17500 S 20500 9.00 54.30 4.90 2017 38500 C N 17500 S 21000 9.00 55.00 4.50 2016 37500 C N 18500 S 19000 9.00 54.50 5.10 2015 35500 C N 16500 S 19000 9.00 54.70 4.20 2014 35500 C N 16500 S 19000 9.00 54.50 5.10 2013 37500 C N 17500 S 20000 9.00 52.40 5.20 2012 38000 C N 18000 S 20000 9.00 55.70 5.80 2011 30500 C N 15000 S 15500 9.00 55.10 4.50 2010 37500 C N 18500 S 19000 8.98 54.08 4.40 2009 40500 C N 20500 S 20000 8.99 53.24 3.40 2008 41000 C N 19500 S 21500 9.09 55.75 3.70 2007 42000 C N 20000 S 22000 8.01 54.34 3.10 2006 40500 C N 18500 S 22000 7.97 54.22 4.90 2005 39000 C N 18000 S 21000 8.80 53.80 1.80 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES This submittal needs to be scheduled for a public hearing in accordance w1h timelines set forth In the City of Miami Code. The appdw de decision -making body will renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 Traffic Trends SR 5/US-1 -- 200' S of NE 53rd Street County: Station #: Highway: Average Daily Traffic (Vehicles/Day) 60000 — 50000 40000 30000 f 20000 10000 0 =Observed Count Fitted Curve 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I-1 I I I I I 2015 2020 2025 2030 Year 2035 2040 2045 Trend R-squared: 68.15% Trend Annual Historic Growth Rate: 1.79% Printed: 17-Aug-21 Straight Line Growth Option Year Count* Thls submittal needs to be scheduled for a pubic hearing In accordance wtth timelines set forth In the city of Miami Code. The apptica decision -malting bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 2015 2016 2017 2018 2019 35500 37500 38500 38000 38500 36300 37000 37600 38300 38900 *Axle -Adjusted Traffic Trends SR 5/US-1 -- 200' S of NE 53rd Street County: Station #: Highway: Average Daily Traffic (Vehicles/Day) 70000 60000 50000 40000 30000 20000 10000 0 =Observed Count Fitted Curve I I I I I I I I I I I I I I-1-1 I I I I I 2015 2020 2025 2030 Year 2035 2040 2045 Trend R-squared: 67.84% Compounded Annual Historic Growth Rate: 1.74% Printed: 17-Aug-21 Exponential Growth Option Year Count* Thls submittal needs to be scheduled for a pubic hearing In accordance wtth timelines set forth In the city of Miami Code. The apptica decision -malting bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 2015 2016 2017 2018 2019 35500 37500 38500 38000 38500 36300 36900 37600 38200 38900 *Axle -Adjusted Traffic Trends SR 5/US-1 -- 200' S of NE 53rd Street County: Station #: Highway: Average Daily Traffic (Vehicles/Day) 45000 40000 35000 30000 25000 20000 15000 10000 5000 0 =Observed Count Fitted Curve 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I-1 I I I I I 2015 2020 2025 2030 Year 2035 2040 2045 Trend R-squared: 85.27% Compounded Annual Historic Growth Rate: 1.96% Printed: 17-Aug-21 Decaying Exponential Growth Option Year Count* Thls submittal needs to be scheduled for a pubic hearing In accordance wtth timelines set forth In the city of Miami Code. The apptica decision -malting bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 2015 2016 2017 2018 2019 35500 37500 38500 38000 38500 35900 37100 37900 38400 38800 *Axle -Adjusted Traffic Trends SR 5/US-1 -- 200' S of NE 53rd Street County: Station #: Highway: Average Daily Traffic (Vehicles/Day) 60000 — 50000 40000 30000 20000 10000 0 =Observed Count Fitted Curve 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2010 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 23.37% Trend Annual Historic Growth Rate: 1.08% Printed: 17-Aug-21 Straight Line Growth Option Year Count* Thls submittal needs to be scheduled for a pubic hearing In accordance wtth timelines set forth In the city of Miami Code. The apptica decision -malting bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 37500 30500 38000 37500 35500 35500 37500 38500 38000 38500 35000 35300 35700 36100 36500 36900 37300 37700 38100 38400 *Axle -Adjusted Traffic Trends SR 5/US-1 -- 200' S of NE 53rd Street County: Station #: Highway: Average Daily Traffic (Vehicles/Day) 60000 — 50000 40000 30000 20000 10000 0 =Observed Count Fitted Curve 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2010 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 22.93% Compounded Annual Historic Growth Rate: 1.13% Printed: 17-Aug-21 Exponential Growth Option Year Count* Thls submittal needs to be scheduled for a pubic hearing In accordance wtth timelines set forth In the city of Miami Code. The apptica decision -malting bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 37500 30500 38000 37500 35500 35500 37500 38500 38000 38500 34800 35200 35600 36000 36400 36800 37200 37700 38100 38500 *Axle -Adjusted Traffic Trends SR 5/US-1 -- 200' S of NE 53rd Street County: Station #: Highway: Average Daily Traffic (Vehicles/Day) 45000 40000 35000 30000 25000 20000 15000 10000 5000 0 =Observed Count Fitted Curve 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1-1 1 1 1 1 1 1 1 2010 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 16.25% Compounded Annual Historic Growth Rate: 0.96% Printed: 17-Aug-21 Decaying Exponential Growth Option Year Count* Thls submittal needs to be scheduled for a pubic hearing In accordance wtth timelines set forth In the city of Miami Code. The apptica decision -malting bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 37500 30500 38000 37500 35500 35500 37500 38500 38000 38500 34700 35600 36100 36500 36800 37100 37300 37500 37600 37800 *Axle -Adjusted FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2020 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 5065 - SR 5,US-1, 200' N NE 71 ST YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2020 34000 C N 16000 S 18000 9.00 54.20 3.90 2019 41000 C N 18500 S 22500 9.00 54.60 7.70 2018 40500 C N 18500 S 22000 9.00 54.30 5.80 2017 40000 C N 18500 S 21500 9.00 55.00 8.70 2016 39000 C N 16500 S 22500 9.00 54.50 4.70 2015 40000 C N 18500 S 21500 9.00 54.70 6.50 2014 40000 C N 19000 S 21000 9.00 54.50 12.20 2013 41000 C N 20000 S 21000 9.00 52.40 6.10 2012 43000 C N 20500 S 22500 9.00 55.70 4.60 2011 37500 C N 17500 S 20000 9.00 55.10 2.80 2010 39000 C N 18500 S 20500 8.98 54.08 2.80 2009 37500 C N 18000 S 19500 8.99 53.24 5.30 2008 39000 C N 17500 S 21500 9.09 55.75 5.70 2007 41000 F N 19000 S 22000 8.01 54.34 12.90 2006 41000 C N 19000 S 22000 7.97 54.22 12.90 2005 40000 C N 18500 S 21500 8.80 53.80 2.30 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES This submittal needs to be scheduled for a public hearing in accordance w1h timelines set forth In the City of Miami Code. The appdw de decision -making body will renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 Traffic Trends SR 5/US-1 -- 200' N of NE 71st Street County: Station #: Highway: Average Daily Traffic (Vehicles/Day) 60000 50000 40000 30000 20000 10000 0 =Observed Count Fitted Curve 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I-1 I I I I I 2015 2020 2025 2030 Year 2035 2040 2045 Trend R-squared: 55.68% Trend Annual Historic Growth Rate: 0.89% Printed: 17-Aug-21 Straight Line Growth Option Year 2015 2016 2017 2018 2019 Count* 40000 39000 40000 40500 41000 This submittal needs to be scheduled for a pubic hearing In accordance wtth timelines set forth In the city of Miami Code. The apptica decision -malting bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 39400 39800 40100 40500 40800 *Axle -Adjusted Traffic Trends SR 5/US-1 -- 200' N of NE 71st Street County: Station #: Highway: Average Daily Traffic (Vehicles/Day) 60000 50000 40000 30000 20000 10000 0 =Observed Count Fitted Curve I I I I I I I I I I I I I I-1-1 I I I I I 2015 2020 2025 2030 Year 2035 2040 2045 Trend R-squared: 55.12% Compounded Annual Historic Growth Rate: 0.88% Printed: 17-Aug-21 Exponential Growth Option Year 2015 2016 2017 2018 2019 Count* 40000 39000 40000 40500 41000 This submittal needs to be scheduled for a pubic hearing In accordance wtth timelines set forth In the city of Miami Code. The apptica decision -malting bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 39400 39700 40100 40400 40800 *Axle -Adjusted Traffic Trends SR 5/US-1 -- 200' N of NE 71st Street County: Station #: Highway: Average Daily Traffic (Vehicles/Day) 45000 40000 35000 30000 25000 20000 15000 10000 5000 0 2015 2020 =Observed Count Fitted Curve I I I I I I I I I I I I I I I-1-1 I I I I I 2025 2030 Year 2035 2040 2045 Trend R-squared: 35.97% Compounded Annual Historic Growth Rate: 0.75% Printed: 17-Aug-21 Decaying Exponential Growth Option Year 2015 2016 2017 2018 2019 Count* 40000 39000 40000 40500 41000 This submittal needs to be scheduled for a pubic hearing In accordance wtth timelines set forth In the city of Miami Code. The apptica decision -malting bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 39400 39900 40200 40400 40600 *Axle -Adjusted Traffic Trends SR 5/US-1 -- 200' N of NE 71st Street County: Station #: Highway: Average Daily Traffic (Vehicles/Day) 50000 45000 40000 35000 30000 25000 20000 15000 10000 5000 0 =Observed Count Fitted Curve 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1-1 1 1 1 1 1 1 1 2010 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 5.06% Trend Annual Historic Growth Rate: 0.28% Printed: 17-Aug-21 Straight Line Growth Option Year 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 Count* 39000 37500 43000 41000 40000 40000 39000 40000 40500 41000 This submittal needs to be scheduled for a pubic hearing In accordance wtth timelines set forth In the city of Miami Code. The apptica decision -malting bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 39600 39700 39800 39900 40000 40200 40300 40400 40500 40600 *Axle -Adjusted Traffic Trends SR 5/US-1 -- 200' N of NE 71st Street County: Station #: Highway: Average Daily Traffic (Vehicles/Day) 50000 45000 40000 35000 30000 25000 20000 15000 10000 5000 0 =Observed Count Fitted Curve 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1-1 1 1 1 1 1 1 1 2010 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 5.74% Compounded Annual Historic Growth Rate: 0.28% Printed: 17-Aug-21 Exponential Growth Option Year 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 Count* 39000 37500 43000 41000 40000 40000 39000 40000 40500 41000 This submittal needs to be scheduled for a pubic hearing In accordance wtth timelines set forth In the city of Miami Code. The apptica decision -malting bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 39600 39700 39800 39900 40000 40100 40300 40400 40500 40600 *Axle -Adjusted Traffic Trends SR 5/US-1 -- 200' N of NE 71st Street County: Station #: Highway: Average Daily Traffic (Vehicles/Day) 50000 45000 40000 35000 30000 25000 20000 15000 10000 5000 0 =Observed Count Fitted Curve 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1-1 1 1 1 1 1 1 1 2010 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 8.93% Compounded Annual Historic Growth Rate: 0.39% Printed: 17-Aug-21 Decaying Exponential Growth Option Year 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 Count* 39000 37500 43000 41000 40000 40000 39000 40000 40500 41000 This submittal needs to be scheduled for a pubic hearing In accordance wtth timelines set forth In the city of Miami Code. The apptica decision -malting bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 39200 39600 39900 40000 40200 40300 40400 40400 40500 40600 *Axle -Adjusted FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2020 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 5068 - SR 5,US-1, 200' N NE 79 ST/SR 934 YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2020 35000 C N 16000 S 19000 9.00 54.20 3.20 2019 41000 C N 18500 S 22500 9.00 54.60 4.70 2018 36000 C N 17000 S 19000 9.00 54.30 4.90 2017 38500 E N S 9.00 55.00 4.50 2016 38500 C N 18500 S 20000 9.00 54.50 5.10 2015 40500 C N 20000 S 20500 9.00 54.70 4.20 2014 40500 C N 21500 S 19000 9.00 54.50 5.10 2013 60000 C N 31000 S 29000 9.00 52.40 5.20 2012 42000 C N 20500 S 21500 9.00 55.70 5.80 2011 46000 C N 22000 S 24000 9.00 55.10 4.50 2010 39000 C N 19500 S 19500 8.98 54.08 4.40 2009 41500 C N 20500 S 21000 8.99 53.24 3.40 2008 35000 C N 17000 S 18000 9.09 55.75 3.70 2007 33000 F N 16000 S 17000 8.01 54.34 3.10 2006 33000 C N 16000 S 17000 7.97 54.22 4.90 2005 48500 F N 25000 S 23500 8.80 53.80 1.80 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES This submittal needs to be scheduled for a public hearing in accordance w1h timelines set forth In the City of Miami Code. The apphw de decision -making body will renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 Traffic Trends SR 5/US-1 -- 200' N of NE 79th Street/SR 934 County: Station #: Highway: Average Daily Traffic (Vehicles/Day) 45000 40000 — 35000 30000 25000 20000 15000 10000 5000 0 =Observed Count Fitted Curve I I I I I I I I I I I I I I-1-1 I I I I I 2015 2020 2025 2030 Year 2035 2040 2045 Trend R-squared: 1.43% Trend Annual Historic Growth Rate: -0.38% Printed: 17-Aug-21 Straight Line Growth Option Year Count* Thls submittal needs to be scheduled for a pubic hearing In accordance wtth timelines set forth In the city of Miami Code. The apptica decision -malting bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 2015 2016 2017 2018 2019 40500 38500 38500 36000 41000 39200 39100 38900 38800 38600 *Axle -Adjusted Traffic Trends SR 5/US-1 -- 200' N of NE 79th Street/SR 934 County: Station #: Highway: Average Daily Traffic (Vehicles/Day) 45000 40000 — 35000 30000 25000 20000 15000 10000 5000 0 =Observed Count Fitted Curve I I I I I I I I I I I I I I-1-1 I I I I I 2015 2020 2025 2030 Year 2035 2040 2045 Trend R-squared: 1.71% Compounded Annual Historic Growth Rate: -0.45% Printed: 17-Aug-21 Exponential Growth Option Year Count* Thls submittal needs to be scheduled for a pubic hearing In accordance wtth timelines set forth In the city of Miami Code. The apptica decision -malting bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 2015 2016 2017 2018 2019 40500 38500 38500 36000 41000 39200 39000 38900 38700 38500 *Axle -Adjusted Traffic Trends SR 5/US-1 -- 200' N of NE 79th Street/SR 934 County: Station #: Highway: Average Daily Traffic (Vehicles/Day) 45000 40000 -- 35000 30000 25000 20000 15000 10000 5000 0 2015 2020 =Observed Count Fitted Curve I I I I I I I I I I I I I I I-1-1 I I I I I 2025 2030 Year 2035 2040 2045 Trend R-squared: 7.26% Compounded Annual Historic Growth Rate: -0.83% Printed: 17-Aug-21 Decaying Exponential Growth Option Year Count* Thls submittal needs to be scheduled for a pubic hearing In accordance wtth timelines set forth In the city of Miami Code. The apptica decision -malting bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 2015 2016 2017 2018 2019 40500 38500 38500 36000 41000 39700 39100 38800 38500 38400 *Axle -Adjusted Traffic Trends SR 5/US-1 -- 200' N of NE 79th Street/SR 934 County: Station #: Highway: Average Daily Traffic (Vehicles/Day) 70000 60000 50000 40000 30000 20000 10000 0 =Observed Count Fitted Curve 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2010 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 13.12% Trend Annual Historic Growth Rate: -1.79% Printed: 17-Aug-21 Straight Line Growth Option Year Count* This submittal needs to be scheduled for a pubic hearing In accordance wtth timelines set forth In the city of Miami Code. The apptica decision -malting bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 39000 46000 42000 60000 40500 40500 38500 38500 36000 41000 45900 45000 44200 43400 42600 41800 41000 40200 39400 38500 *Axle -Adjusted Traffic Trends SR 5/US-1 -- 200' N of NE 79th Street/SR 934 County: Station #: Highway: Average Daily Traffic (Vehicles/Day) 70000 60000 50000 40000 30000 20000 10000 0 =Observed Count Fitted Curve 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1-1 1 1 1 1 1 1 1 2010 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 15.23% Compounded Annual Historic Growth Rate: -1.82% Printed: 17-Aug-21 Exponential Growth Option Year Count* This submittal needs to be scheduled for a pubic hearing In accordance wtth timelines set forth In the city of Miami Code. The apptica decision -malting bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 39000 46000 42000 60000 40500 40500 38500 38500 36000 41000 45400 44600 43700 43000 42200 41400 40600 39900 39200 38500 *Axle -Adjusted Traffic Trends SR 5/US-1 -- 200' N of NE 79th Street/SR 934 County: Station #: Highway: Average Daily Traffic (Vehicles/Day) 70000 60000 50000 40000 30000 20000 10000 0 =Observed Count Fitted Curve 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1-1 1 1 1 1 1 1 1 2010 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 4.96% Compounded Annual Historic Growth Rate: -1.21% Printed: 17-Aug-21 Decaying Exponential Growth Option Year Count* Thls submittal needs to be scheduled for a pubic hearing In accordance wtth timelines set forth In the city of Miami Code. The apptica decision -malting bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 39000 46000 42000 60000 40500 40500 38500 38500 36000 41000 45300 43900 43000 42500 42000 41600 41300 41000 40800 40600 *Axle -Adjusted FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2020 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 5355 - SR 944/NW 54 ST, 200' W SR 5/US-1 YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2020 12400 C E 6400 W 6000 9.00 54.20 4.00 2019 16100 C E 8100 W 8000 9.00 54.60 0.50 2018 15100 C E 7700 W 7400 9.00 54.30 2.60 2017 15500 C E 8000 W 7500 9.00 55.00 4.10 2016 16000 C E 8200 W 7800 9.00 54.50 2.70 2015 14600 C E 7300 W 7300 9.00 54.70 2.40 2014 13300 C E 6600 W 6700 9.00 54.50 2.70 2013 13200 C E 6600 W 6600 9.00 52.40 2.60 2012 13900 C E 6800 W 7100 9.00 55.70 2.90 2011 13500 C E 7000 W 6500 9.00 55.10 1.80 2010 15400 C E 7400 W 8000 8.98 54.08 1.80 2009 14000 C E 7100 W 6900 8.99 53.24 2.00 2008 13300 C E 6800 W 6500 9.09 55.75 1.10 2007 13500 C E 6600 W 6900 8.01 54.34 0.20 2006 12900 C E 6200 W 6700 7.97 54.22 2.80 2005 11800 C E 5700 W 6100 8.80 53.80 2.40 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES This submittal needs to be scheduled for a public hearing in accordance w1h timelines set forth In the City of Miami Code. The apphw de decision -making body will renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 Traffic Trends SR 944/NW 54th Street -- 200' W of SR 5/US-1 County: Station #: Highway: Average Daily Traffic (Vehicles/Day) 25000 20000 15000 10000 5000 0 =Observed Count Fitted Curve I I I I I I I I I I I I I I-1-1 I I I I I 2015 2020 2025 2030 Year 2035 2040 2045 Trend R-squared: 28.05% Trend Annual Historic Growth Rate: 1.50% Printed: 18-Aug-21 Straight Line Growth Option Year SR 944/N Traffic Count* Thls submittal needs to be scheduled for a pubic hearing In accordance wtth timelines set forth In the city of Miami Code. The apptica decision -malting bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 2015 2016 2017 2018 2019 14600 16000 15500 15100 16100 15000 15300 15500 15700 15900 *Axle -Adjusted Traffic Trends SR 944/NW 54th Street -- 200' W of SR 5/US-1 County: Station #: Highway: Average Daily Traffic (Vehicles/Day) 25000 20000 15000 10000 5000 0 =Observed Count Fitted Curve I I I I I I I I I I I I I I-1-1 I I I I I 2015 2020 2025 2030 Year 2035 2040 2045 Trend R-squared: 28.47% Compounded Annual Historic Growth Rate: 1.47% Printed: 18-Aug-21 Exponential Growth Option Year SR 944/N Traffic Count* Thls submittal needs to be scheduled for a pubic hearing In accordance wtth timelines set forth In the city of Miami Code. The apptica decision -malting bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 2015 2016 2017 2018 2019 14600 16000 15500 15100 16100 15000 15200 15400 15700 15900 *Axle -Adjusted Traffic Trends SR 944/NW 54th Street -- 200' W of SR 5/US-1 County: Station #: Highway: Average Daily Traffic (Vehicles/Day) 18000 16000 14000 12000 10000 8000 6000 4000 2000 0 { =Observed Count Fitted Curve I I I I I I I I I I I I I I I{{ I-1-1 I I I I I 2015 2020 2025 2030 Year 2035 2040 2045 Trend R-squared: 35.48% Compounded Annual Historic Growth Rate: 1.48% Printed: 18-Aug-21 Decaying Exponential Growth Option Year SR 944/N Traffic Count* Thls submittal needs to be scheduled for a pubic hearing In accordance wtth timelines set forth In the city of Miami Code. The apptica decision -malting bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 2015 2016 2017 2018 2019 14600 16000 15500 15100 16100 14900 15300 15500 15700 15800 *Axle -Adjusted Traffic Trends SR 944/NW 54th Street -- 200' W of SR 5/US-1 County: Station #: Highway: Average Daily Traffic (Vehicles/Day) 25000 20000 15000 10000 5000 0 =Observed Count Fitted Curve 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2010 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 33.45% Trend Annual Historic Growth Rate: 1.54% Printed: 18-Aug-21 Straight Line Growth Option Year SR 944/N Traffic Count* Thls submittal needs to be scheduled for a pubic hearing In accordance wtth timelines set forth In the city of Miami Code. The apptica decision -malting bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 15400 13500 13900 13200 13300 14600 16000 15500 15100 16100 13700 13900 14100 14300 14600 14800 15000 15200 15400 15600 *Axle -Adjusted Traffic Trends SR 944/NW 54th Street -- 200' W of SR 5/US-1 County: Station #: Highway: Average Daily Traffic (Vehicles/Day) 25000 20000 15000 10000 5000 0 =Observed Count Fitted Curve 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2010 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 32.98% Compounded Annual Historic Growth Rate: 1.45% Printed: 18-Aug-21 Exponential Growth Option Year SR 944/N Traffic Count* Thls submittal needs to be scheduled for a pubic hearing In accordance wtth timelines set forth In the city of Miami Code. The apptica decision -malting bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 15400 13500 13900 13200 13300 14600 16000 15500 15100 16100 13700 13900 14100 14300 14500 14700 14900 15200 15400 15600 *Axle -Adjusted Traffic Trends SR 944/NW 54th Street -- 200' W of SR 5/US-1 County: Station #: Highway: Average Daily Traffic (Vehicles/Day) 18000 16000 — 14000 12000 10000 8000 6000 4000 2000 0 =Observed Count Fitted Curve 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1-1 1 1 1 1 1 1 1 2010 2015 2020 2025 2030 2035 2040 2045 Year Trend R-squared: 13.21% Compounded Annual Historic Growth Rate: 1.01 % Printed: 18-Aug-21 Decaying Exponential Growth Option Year SR 944/N Traffic Count* Thls submittal needs to be scheduled for a pubic hearing In accordance wtth timelines set forth In the city of Miami Code. The apptica decision -malting bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 15400 13500 13900 13200 13300 14600 16000 15500 15100 16100 13800 14200 14400 14600 14700 14800 14900 15000 15000 15100 *Axle -Adjusted PUB(, o' y 0 0 a NOTICE This submittal needs b be scheduled for a puboc hearing in accordance with timelines set forth in the City of Miami Code.The applica de decision -making bcdywill renew the infonna0on at the pubs hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 ti k ,,Ew CO'�,a SERPM Analysis 2 PU$L/ SERPM Growth Rate Summary 4 0 4- Q Street Name 2015 2045 Difference Growth Rate N/S NW 2nd Avenue 3,160 3,617 3,193 5,158 33 1,541 1.04% 42.60% 4,293 6,738 2,445 56.95% A NOTICE TFls submittal needs to be scheduled fora public hearing in ccordanoe w'Mr tlmatinee set forth in the City of Miami Code. The appli®de decision -malting body will review the information at the pubec hearing to render a reoommendatl on or a final decM on. PZ-21-10809 12/16/21 9 4'4E-VIEW CO' 1.90% 5,610 8,830 3,220 57.40% 1.91% 5,094 6,650 1,556 30.55% 1.02% 7,099 9,371 2,272 32.00% 1.07% 3,691 5,783 2,092 56.68% 1.89% 3,327 6,186 2,859 85.93% 2.86% 3,827 7,206 3,379 88.29% 2.94% 3,792 8,051 4,259 112.32% 3.74% 5,432 10,614 5,182 95.40% 3.18% N Miami Avenue 10,709 17,055 6,346 59.26% 1.98% 10,597 17,074 6,477 61.12% 2.04% 10,485 16,981 6,496 61.96% 2.07% 9,381 15,757 6,376 67.97% 2.27% 9,723 17,310 7,587 78.03% 2.60% 9,723 17,310 7,587 78.03% 2.60% 10,610 17,380 6,770 63.81% 2.13% 15,534 22,031 6,497 41.82% 1.39% 13,968 18,579 4,611 33.01% 1.10% 16,490 22,115 5,625 34.11% 1.14% NE 2nd Avenue 15,868 23,171 7,303 46.02% 1.53% 15,361 22,008 6,647 43.27% 1.44% 15,165 22,758 7,593 50.07% 1.67% 15,632 23,638 8,006 51.22% 1.71% 17,098 26,271 9,173 53.65% 1.79% 17,646 26,569 8,923 50.57% 1.69% 7,597 13,038 5,441 71.62% 2.39% 11,160 18,320 7,160 64.16% 2.14% 14,122 22,398 8,276 58.60% 1.95% SR 5/US-1 30,993 40,715 9,722 31.37% 1.05% 31,592 42,534 10,942 34.64% 1.15% 28,958 36,070 7,112 24.56% 0.82% 31,750 40,213 8,463 26.66% 0.89% 27,873 34,859 6,986 25.06% 0.84% 28,400 35,950 7,550 26.58% 0.89% 32,393 40,739 8,346 25.76% 0.86% 30,718 40,213 9,495 30.91% 1.03% 30,718 40,213 9,495 30.91% 1.03% 35,693 45,917 10,224 28.64% 0.95% 35,693 45,917 10,224 28.64% 0.95% K:\FTL_TPTO\043752001-Saba) Palm Village\talcs\Growth\Growth Rate Summary .xlsx E/W NOT NW/NE 82nd Street 29,842 32,243 2,401 8.05% "iin'a�o tla' �e°hmeiiFl" Miami Cmtle. The applies Lie 27,257 31,605 4,348 15.95% reWewme mbPmanon at me �ommentlonn 27,257 31,605 4,348 15.95% al PZ-21- h 25,690 31,360 5,670 22.07% 12/16 26,826 32,044 5,218 19.45% 0.65 26,195 30,627 4,432 16.92% 0.56% 21,275 24,493 3,218 15.13% 0.50% 20,569 24,066 3,497 17.00% 0.57% 23,907 28,104 4,197 17.56% 0.59% NW/NE 79th Street 27,600 37,435 9,835 35.63% 1.19% 25,060 31,232 6,172 24.63% 0.82% 22,857 29,680 6,823 29.85% 1.00% 20,920 30,408 9,488 45.35% 1.51% 20,920 30,408 9,488 45.35% 1.51% 25,426 34,899 9,473 37.26% 1.24% 23,716 30,497 6,781 28.59% 0.95% 16,355 22,458 6,103 37.32% 1.24% 19,280 22,548 3,268 16.95% 0.57% NW/NE 71st Street 4,338 7,519 3,181 73.33% 2.44% 3,812 6,947 3,135 82.24% 2.74% 5,203 9,300 4,097 78.74% 2.62% 4,304 8,426 4,122 95.77% 3.19% 4,304 8,426 4,122 95.77% 3.19% 4,734 9,308 4,574 96.62% 3.22% 5,050 9,484 4,434 87.80% 2.93% 2,634 6,463 3,829 145.37% 4.85% NW/NE 62nd Street 25,736 36,958 11,222 43.60% 1.45% 23,485 24,021 536 2.28% 0.08% 20,368 22,909 2,541 12.48% 0.42% 16,579 20,814 4,235 25.54% 0.85% 14,804 18,812 4,008 27.07% 0.90% NW/NE 54th Street 18,186 27,748 9,562 52.58% 1.75% 12,548 20,111 7,563 60.27% 2.01% 14,976 23,535 8,559 57.15% 1.91% 14,862 20,651 5,789 38.95% 1.30% 8,374 11,955 3,581 42.76% 1.43% 9,031 12,869 3,838 42.50% 1.42% NW/NE 46th Street 5,152 7,003 1,851 35.93% 1.20% 2,349 3,123 774 32.95% 1.10% 4,861 6,758 1,897 39.02% 1.30% 928 2,992 2,064 222.41% 7.41% 3,624 6,036 2,412 66.56% 2.22% Total 1,301,786 1,768,763 466,977 35.87% 1.20% ICE etlulee fora public hearing ea set forth in the City of tlecision-making body%E public hearing to render a r a fnaltleciaon. 0809 /21 K:\FTL_TPTO\043752001-Saba) Palm Village\talcs\Growth\Growth Rate Summary .xlsx Saba! Palm Village 2015 Volumes SERPM 8.512 569 000 6243 1156 17793 10959 a 14883 NW 629d Street 140 1009 549 413 5433 NW 46th Street co 01 ti% M 1305.„ - __6' ca 3772 _'18965- 63649694 463 676618 06,223,14 - 3fY� !�N 5� NI 125 ri 10055 10055 `9544 596 w 341 611076 r10458 398 1pp3p G _ N 9544 1084 028 IFN, c13450 IN 13172 1046 181 23 2942 Ti 1,0 m CD 44 z m o_ m 1457 m I� z N M16� 166\ Q 6265 m m 6037 515 lm III 7555 . 230?2215- p/ 46104 8993 ,5°6° �sl � W n12965 la r 3561 3716 69, .;0239 1 2277 23326 9771 7139 56913 2068319 7051 1577,, 8666 8826 7158 1256 10804 12965 2686 1342 08916 10182 57 Cd7 13024 7976 17008 21351 5541 r 4172 NOTICE crym OW NE 82nd Street I � � IV407 NE 79th Street 4427 8808 NE 71 st Street 6098 611S i NE 54th Street L09 12650 8953 4555 444Rn 54509 12680 57118 627 1187 1434 t 786', 3147 2056 Ilm 3753 9673 ctauCjco (Licensed to Kimley Horn and Associates Inc) 299 490 469 5701 1846 1Y 0 21364 c 18492 2256 1665 621 3176 z Q:• B. m CD a Z 2749 Q M 7845 D N Ali 7 1 o (D Saba! Palm Village 2045 Volumes SERPM 8.512 z m Q 3237 5490 8659 4319 748 �731 1� o 15091 1574 15026 0120146 NW 62rld Street 221 904 430 21137 1437 748 6428 1844 399 1169 734 1224 I� 5122 NW 46th Street Jti4 v - s� 2135 6� vo 1884 _86506613 0' 0 10619 50p294.- w 189 5146 14996 17973 761 40.5— r-13024 [12312 735 22372 18005 1418 o 998 1 w V n17876 17892 412 I� 2182 9300 65� 60414 5692150 21e» 15738 60 113602 14794 16199 7959 2180 9579 4632 4909 751 26242 1222 65 12298 69509 2701 1 35a3 3 543 31gS 3195 9429 i 119339 19339 14104 984 v 15779 1822 12911 16139 2g2'R II :Li 6764 NOTICE LMZ NE 82nd Street 36 NE 79th Street 11392 1 ® NE71stStreet 7910 4276 3982 3090 co aII o `45 1 103, NE 54th Street 511080 16018 1054 21377 7042 16454 65942 71869 37812 830 1600 IV 23% 9028 4292 5454 12594 uuBco (Licensed to Kimley Horn and Associates Inc) PUB(, o' y 0 0 a NOTICE This submittal needs b be scheduled for a puboc hearing in accordance with timelines set forth in the City of Miami Code.The applica de decision -making bodywill renew the intonna0on at the pubs hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 cieNe<0 ktiffEw c,_ Appendix D Committed Developments 2 TRAFFIC IMPAC in This submittal needs to be scheduled for a puboc hearing accordance with timelines set forth in the City of Miami Ccte. The applicable decision -making body will rewew the intamation at the pubdc hearing to render a recommendation or a final decision. Avenues Miami PreK-12 Schoo City of Miami, Florida Prepared For: AVE FL I OPERATING, LLC 1300 Evan Avenue, No. 880154 San Francisco, CA 94188 Prepared By: Langan Engineering & Environmental Services, Inc. 15150 NW 79 Court Miami Lakes, FL 33016 FL Certificate of Authorization No: 6601 LANFiAN John P. Kim, P.E., PTOE P.E. License No. 62400 Eric Schwarz, P.E., LEED AP Principal/Vice President August 20, 2021 300233901 15150 N.W. 79th Court, Suite 200 Miami Lakes, FL 33016 T: 786.264.7200 F: 786.264.7201 www.langan.com New Jersey • New York • Virginia • California • Pennsylvania • Connecticut • Florida • Abu Dhabi • Athens • Doha • Dubai • Istanbul PURL/ 23 NE 54th Street 23 4 0 4- Q 4] '1 t N sf1 N N I, N NE 51st Street I° 4- (58) 4- (33) (64) NE 2nd Avenue NE 49th Street 58 M CO M ci ci M vl L. r' ti 4— 81 NE 39th Street (27) 23 —4 (33) N NE 36th Street 11— 58 23 1 +- 12 NOTICE This submittal needs to be scheduled fora pubic hearing In acoord and whh timelines set forth In the City of Miami Code. The appli®de decision -malting body will ro ew the information at the public hearing to render recommendation or a final decitlon. PZ-21-10809 12/16/21 !EW COV IN NE 38th Street 4— 35 23 r 31 —4 (33) N LEGEND # Ingress AM Peak Hour (#) Egress AM Peak Hour !AIV5AN ENGINE r '.. .its 15150 NW 79u, Court, Sue 200, Miami Lakes, FL 33016 P: 786.264.7221 F: 786.264.7201 www.langan.com Project AVENUES MIAMI PreK-12 SCHOOL MIAMI Figure Title PROJECT TRAFFIC Project No. 300233911 Date 8/20/2021 Scale FIGURE 6 FL CERTIFICATE OF AUTHORIZATION No. 00006601 MIAMI DADE FLORIDA NTS • Traffic Impact Analysis for Submittal to the City of Miami Magic City Innovation District Special Area Plan (SAP) Miami, Florida Kirniey>>» Horn © 2018 Kimley-Horn and Associates, Inc. Updated August 2018 June 2018 February 2018 December 2017 043908100 This submittal needs to be scheduled fora puboc hearing In accordance whh timelines set forth in the City of Miami Code. The appLI®de decision -making body NOR redew the information at the pubdc hearing to render a recommended on or a final decla on. NOT TO SCALE 2ai r s' "°y NW 62nd Street (32) 62 Kimley»>H©rn (79) 155 0 A. 13 (112, 59 (,sy t 39 (9)) 292, r 29 NE 67th St t 5 46 C t 29 (9p (ava) r 29 (9,) t a, I223) 7 t a7 ()a6) ei (6,0) 1 r r (129) 208 r (20E) 002 _ r (296( 441 r (79) 154 C 221 11+ NE 60th Street 14 Driveway 12 Pr ect Driveway t 26 (237) 4 5 t 21 (16) 4-. noe) 44 ae (23n Ir (az) 93 J ca) 309 J4 t JL sts 44 (,,,, 9 ago) 35 13a) 3, 101 (2) J4 (ca) 120 •5 4 1 Project Driveway 3 J14 r t 23 173) r 53 154) (36) 12 J (55) 1a s 2e 14 Z rf5ar2 ez 132) lh r12 Dr 9 r tr12q,475 z im Prole t. ,781 tw 6 113, m 4.13 105 WAJ 4 9) 183) 1113) , 9) JJ 14 411r r71 zi9) 1 r o„= 4.122 262 329 f(32) 109 1E5; r 62 a2 hFd I Driveway 7 4 St J4 J Project Driveway 5 s62) ,2a.4 0) ,0 1;0) )367 ass ) 3 r 15 i8) ,a6) 3a;) 112 173) 23 7 aa9)14 107) ,1 .11 306.0 cs 197 12a) as J 36 NE 59th Terrace 46 NOTICE PZ-21-10809� 12/16/21 - 296 (160) h1 114A 47 — ` `I a2 • tza e3 4 NE 60th Street 9a J �28 h 5s` h1 z 1, 1 r,2 (36) NE 59th Street 1.1 J1 r 6 d Study Roadway Proposed Roadway Study Intersection A.M. Peak Hour Trip Assignment P.M. Peak Hour Trip Assignment NE 62nd Street NE 61st Street Figure 6 Peak Hour Project Trip Assignment Ma is City SAP Mgiami, Florida NOT TO SCALE 20. NW 62nd Street Kimley»»Horn ©zois NE 67th St t NE 60th Street l4 ht Driveway 12 a� —I r ,oz OLrerytIO 22 J.15 7 J 16 NE 59th Terrace NE 59th Street Driveway 7 Propct Driveway s prZge Biscayne Boulevard -z NE 60th Street turfy Roadway posed Roadway dy Intersection Peak Hour Pass -By Assignment NE 62nd Street NE 61st Street Figure 8 P.M. Peak Hour Pass -By Trip Assignment Ma is City SAP Mgiami, Florida Traffic Impact Analysis for Submittal to the City of Miami This submittal needs to be scheduled fora public hearing in accordance wkh timelines ser forth in the City of Miami Code.The applica de decision -making bodywill renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 Miami Design District Special Area Plan Amendment Miami, Florida I1 Kimley-Horn and Associates, Inc. ©2013 Kimley-Horn and Associates, Inc. May 2013 043505003 NNOT TO SCALE NE 0.0 Street 14 r' Jl 1I [ Garage „e3 NE 01Ith Street NE J1 • J 1 J 1 r „ 1 41 r ,. 1tr NE36thStreet J 14 NE 37. Street 14 1 J ❑_� KinteyHorn and Associates, Inc. Study Read,hey 0 Slutly Interseceen 0 Proleeto,i,e ar 254 Project Traffic 11 1I Figure 6 Project Traffic PM Peak Hour Miami Design District • Traffic Impact Analysis For Submittal to the City of Miami Miami Design District Special Area Plan (SAP) Amendment #2 City of Miami, Florida Kimley» Horn © 2014 Kimley-Horn and Associates, Inc. September 2014 ThIs submttal needs to be scheduled fora pubUc hearing in accord ante 'oath tmelines sel forth in the City of Miami Code. The applicable decIsion-makingbody will review the Information at the public hearing to render a recommended on or a final decision. NOT TO SCALE NE 43rd Street NE 42nd Street NE 39th Street N c j Z4 is 14 SITE Residential Driveway — N c03 a ) 29 «i14 NE 36th Street Kimley >> Horn © 2014 0� 29 Z 2 J Leden This submittal needs to be scheduled fora public hearing In accordance veal tlmatinee set forth In the city of Miami Code. The applicable decision -malting body will relew the information at the public hearing to render recommendation or a final decla on. a5 NE 39th Street w a to m PZ-21-10809 12/16/21 NE 38th Street Figure 5 AM Peak Hour Project Trip Assignment Miami Design District SAP Amendment #2 City of Miami, Florida J NOT TO SCALE NE 43rd Street NE 42nd Street NE 39th Street L 22 21 \r 42 SITE 20 L 23 «414 3J «414 NE 36th Street Kimley >>Horn © 2014 Residential Driveway _ .5a3i a) Q:.c 0 14— 80 23 ma 55 H 80 Z T 2 6 4 J • Legend — S S xx • This submittal needs to be scheduled fora public hearing In accordance Wall ti matins set forth in the City of Miami Code. The applicable decision -making body will review the Information at the public hearing to render a recommendedon or a final decla on. ns ag 7 a R LL cu a1 5 NE 39th Street w 18 Lal m 9 NE 38th Street Figure 7 PM Peak Hour Project Trip Assignment Miami Design District SAP Amendment #2 City of Miami, Florida J This submittal needs to be schedu Led for a public hearing In accordance wilt timelines set forth in the City of Miami Cede. The appLica decIsion-rma Icing burly wILL review the Informaton al the public hearing to render recommendation or a lanai decision. MIAMI JEWISH HEALTH SYSTEMS Traffic Study cl a 4 P U NW 54th Street North Miami Avenue 0", a J ! L �85 !- 496 ,f"'148 NE 2nd Avenue N (O m N COOJ 107 jI 1I !� 504 4 75 G 0 4- Q nts,)' NOTICE This submittal needs to be scheduled fora puboc hearing In acoordxncewhh timelines set forth in the City of Miami Code. The appLIca o decision -malting body%IR reAew the information at the pubdc hearing to render a recommended on or a final decla on. 208 443 -► 49 NE 53rd Street NE 52nd Street NE 50th Terrace Project Location 0 m COm 102 466 -> 41 ♦ MJHS Driveway cc cc 11. J1 i 1 r ON N CO — 1 28 29 67� 52� North Miami Avenue NE 2nd Avenue Exhibit 7 Future Without Project PM Peak Hour Traffic Volumes PZ-21-10809 12/16/21 sN 1 SEW cO�Qv NE 54th Street NE 51st Street NORTH MAP NOT TO SCALE DAVID PLUMMER & ASSOCIATES I Project No. 15195 I November 2015 P U NW 54th Street North Miami Avenue m a J �85 !- 499 ,f"'148 NE 2nd Avenue N CO In (P N CO 107 j14 504 (81 4 0 4- Q nts,)' NOTICE This submittal needs to be scheduled fora puboc hearing In acoordxncewhh timelines set forth in the City of Miami Code. The appLIca o decision -malting body%IR reAew the information at the pubdc hearing to render a recommended on or a final decla on. 208 448 -► 51 NE 53rd Street NE 52nd Street NE 50th Terrace Project Location Cr) CO CO N 102 466 -> 46� ♦ MJHS Driveway J1 i 1 r CO M 0 P N 1 28 29 74 56� North Miami Avenue Exhibit 13 Future With Project PM Peak Hour Traffic Volumes NE 2nd Avenue PZ-21-10809 12/16/21 sN 1 SEW cO�Qv NE 54th Street NE 51st Street NORTH MAP NOT TO SCALE DAVID PLUMMER & ASSOCIATES I Project No. 15195 I November 2015 PUB(, o' y 0 a a NOTICE This submittal needs b be scheduled for a puboc hearing in accordance with timelines set forth in the City of Miami Code.The applica de decision -making bodywill renew the intonna0on at the pubs hearing to render a recommendation or a final decision. ti ktinEw CO - PZ-21-10809 12/16/21 Appendix E Transit Route Information 2 PURL/ N E 167 St GOLDEN GLADES NORTH MIAMI ONE MORNING TRIP AND TWO AFTERNOON TRIPS ONLY SEE SCHEDULE FOR TIMES 0 - MetrobusTerminal Metrorail Station O MetromoverStation SW/NW2Ave L► NW3St GVT CTR � OO ® v7 SW2St DOWNTOWN HORACE MANN MIDDLE SCHOOL v N Miami Ave z( NW79 St v z v z 20St 14 St �a 163StO16 TER 95 St 91 St v Z N Q 08.2021 @GoMiamiDade W > > (weekd MIAMI SHORES short turn LITTLE HAITI 4 O 4- Q .;� NORTH 08/2021 GO Miami -Dade Transit miamidade.gov/transit 0311 or 305.468.5900 TTY/Fla Relay: 711 NOTICE Thls submittal needs to be' scheduled fora pubic hearing In accordance whh timelines set forth in the City of Miami Code. The appll®de decision -malting body will resiew the information at the pubc hearing to render a recommendation or a final decM on. PZ-21-10809 12/16/21 !EW COV M IAM I-DADE COUNTY NORTHBOUND RUMBO NORTE / DIREKSYON NO SW 1 Ave & 1 St NW 2 Ave & 35 St NW 2 Ave & 79 St MORNING MANANA/ MATEN NE 84 St & 2 Ave 6:02 6:57 NW2Ave &91St NMiamiAve&NE119St 6:28 EVERY CADA/CHAK 20 min EEKDAYS / DIAS LABORABLES / LACEMEN EVERY CADA/CHAK 20 min FROM DESDE/DE TO HASTA/A FROM DESDE/DE TO HASTA/A 7:44 8:24 7:24 8:54 MANANA/ MATEN 6:25 a a 7:10 MORNING 9:48 10:48 11:48 NOTICE This submittal needs to be scheduled for a public hearing In accordance wM1h timelines set forth In the city of Miami Code. The apptiw de decision -malting bedywill renew the information at the public hearing to render a recommendation or a final decision. EVENING/NOCHE/AS1, 11:36 AFTERNOON & EVENING /TARDE Y NOCHE /APREMIDI, CHAKASWE 12:48 1:46 2:46 3:50 4:50 5:53 6:58 7:51 8:46 NE 167 St & N Miami Ave 6:39 7:36 9:06 10:00 11:00 12:00 1:00 1:58 2:58 4:02 5:03 6:06 7:11 8:03 8:58 lM NE 167 St & 15 Ave 6:48 7:45 9:15 10:09 11:09 12:09 1:10 2:08 3:08 4:12 5:14 6:17 7:20 8:12 9:07 SOUTHBOUND RUMBO SUR / DIREKSYON SID , MORNING MANANA/ MATEN m a AFTERNOON & EVENING /TARDEY NOCHE /APREMIDI,CHAKASWE l NE 167 St & 15 Ave 5:23 6:16 7:09 8:08 9:31 10:32 11:29 12:27 1:27 2:26 3:29 4:32 5:34 6:24 7:31 9:22 N Miami Ave & NW 167 St 5:31 6:24 7:20 8:19 9:42 10:43 11:39 12:37 1:37 2:36 3:40 4:43 5:48 6:38 7:41 9:29 N Miami Ave & NW 119 St 5:41 6:34 7:32 8:31 9:54 10:55 11:50 12:48 1:48 2:47 3:51 4:54 5:59 6:49 7:51 9:39 NW 2 Ave & 91 St 3:57 5:00 NE 84 St & 2 Ave 4:56 5:21 6:07 6:23 6:58 7:18 7:58 8:17 8:59 9:19 9:39 10:19 10:39 11:20 11:35 12:15 12:35 1:13 1:33 2:13 2:33 3:12 3:37 4:17 4:37 5:24 5:44 6:24 7:26 8:26 9:08 10:28 MORNING MANANA/ MATEN EVERY cADAiaAK FROM DESDE/DE a 20 min a TO HASTA/A AFTERNOON & EVENING / TARDE Y NOCHE /APREMIDI, CHAKASWE NW 2 Ave & 79 St 5:01 5:26 5:52 6:31 7:01 7:31 8:01 8:31 9:13 9:48 10:33 NW 2 Ave & 35 St 5:13 5:38 6:04 6:44 7:13 7:43 8:13 8:43 9:22 9:57 10:42 SW 1 Ave & 1 St 5:28 5:53 6:23 7:08 7:33 8:03 8:33 9:03 9:38 10:13 10:58 Scheduled times are approximate. Actual arrival and departure times may vary depending on traffic and road conditions. Las horas publicadas son aproximadas, pues dependen del trafico y otras condiciones de las vias. / Ore yo apwoksimatif. / Vre le bis yo ap rive oswa deplase ka varye selon kondisyon sikilasyon sou wout yo. O ©O @GoMiamiDade GO Miami -Dade Transit MIAMID AD miamidade.gov/transit 311 or 305.468.5900 TTY/Fla Relay: 711 MI NORTHBOUND RUMBO NORTE / DIREKSYON NO SW 1 Ave & 1 St NW 2 Ave & 35 St MORNING' MANANA / MATEN 6:18 6:48 SATURDAY / SABADO / SAM DI EVERY CADA/CHAK 20 min FROM DESDE/DE 7:18 TO HASTA/A 5:59 6:17 6:47 This submittal needs b be scheduled bra public hearing in accordance with timelines set forth in the City of Miami Code.The applicade decision -making bodywill renew the Information at the public hearing to render a recommendation or'a final decision. AFTERNOON & EVENINI �+ \ TARDE Y NOCHE /APREMIDI, CHAK 7:27 8:07 8:47 9:25 10:15 11:25 NW 2 Ave & 79 St 6:28 6:58 7:28 6:10 6:28 6:58 7:38 8:18 8:58 9:34 10:24 11:34 NE 84 St & 2 Ave 6:32 7:02 7:32 6:15 6:33 7:03 7:43 8:23 9:03 9:39 10:29 11:39 SOUTHBOUND MOIIVING EVERY CADA/CHAK 20 min AFTERNOON & EVENING RUMBO SUR / DIREKSYON SID MANANA/ MATEN FROM DESDE/DE TO HASTA/A TARDE Y NOCHE /APREMIDI CHAKASWE NE 84 St & 2 Ave 5:27 5:53 6:22 a a 5:22 5:52 6:33 7:13 7:53 8:33 9:24 10:30 NW 2 Ave & 79 St 5:32 5:58 6:28 5:28 5:58 6:39 7:19 7:59 8:39 9:30 10:36 NW 2 Ave & 35 St 5:40 6:09 6:39 5:39 6:09 6:49 7:29 8:09 8:49 9:40 10:46 SW 1 Ave & 1 St 5:53 6:25 6:55 5:55 6:25 7:05 7:45 8:25 9:05 9:55 11:01 SUNDAY / DOMINGO / DIMANCH NORTHBOUND MORNING MPAANA/MATEN RUMBO NORTE / DIREKSYON NO m m AFTERNOON&EVENING a a TARDEYNOCHE/APREMIDI CHAKASWE SW 1 Ave & 1 St 5:54 6:30 7:00 7:37 8:07 8:33 9:00 9:30 10:00 10:30 11:00 11:30 12:00 12:30 1:00 1:30 2:00 2:30 3:00 3:30 4:00 4:30 5:00 5:30 6:00 6:30 7:10 7:50 8:30 9:10 NW 2 Ave & 35 St 6:12 6:48 7:18 7:55 8:25 8:51 9:18 9:48 10:19 10:49 11:19 11:49 12:19 12:49 1:19 1:49 2:19 2:49 3:19 3:49 4:19 4:49 5:19 5:49 6:16 6:46 7:26 8:06 8:46 9:25 NW 2 Ave & 79 St 6:22 6:58 7:28 8:05 8:35 9:01 9:28 9:58 10:31 11:01 11:31 12:01 12:31 1:01 1:31 2:01 2:31 3:01 3:31 4:01 4:31 5:01 5:31 6:01 6:26 6:56 7:36 8:16 8:56 9:34 NE 84 St & 2 Ave 6:26 5:24 7:02 5:55 7:32 6:28 8:09 7:04 8:39 MORNING 7:34 9:05 7:56 9:32 MANANA/MATEN 8:23 10:02 8:53 10:35 9:23 11:05 9:52 11:35 10:21 12:05 10:51 12:35 11:21 1:05 m 11:51 1:35 2:05 AFTERNOON&EVENING 12:21 12:51 2:35 1:21 3:05 1:51 3:35 2:21 4:05 2:51 4:35 TARDE 3:21 5:05 3:51 5:35 YNOCHE 4:21 6:05 /APREMIDI 4:51 6:30 5:21 7:00 5:52 7:40 CHAICASVIE 6:33 8:20 7:13 9:00 7:53 9:38 8:33 SOUTHBOUND RUMBO SUR/ DIREKSYON SID NE 84 St & 2 Ave NW 2 Ave & 79 St 5:27 5:58 6:31 7:07 7:37 8:01 8:28 8:58 9:28 9:57 10:27 10:57 11:27 11:57 12:27 12:57 1:27 1:57 2:27 2:57 3:27 3:57 4:27 4:57 5:27 5:58 6:39 7:19 7:59 8:39 NW 2 Ave & 35 St 5:35 6:09 6:42 7:18 7:48 8:12 8:39 9:09 9:39 10:08 10:38 11:08 11:38 12:08 12:38 1:08 1:38 2:08 2:38 3:08 3:38 4:08 4:38 5:08 5:38 6:09 6:49 7:29 8:09 8:49 SW 1 Ave & 1 St 5:49 6:25 6:58 7:34 8:04 8:28 8:55 9:25 9:55 10:25 10:55 11:25 11:55 12:25 12:55 1:25 1:55 2:25 2:55 3:25 3:55 4:25 4:55 5:25 5:55 6:25 7:05 7:45 8:25 9:05 Scheduled times are approximate. Actual arrival and departure times may vary depending on traffic and road conditions. Las horas publicadas son aproximadas, pues dependen del trafico y otras condiciones de las vias. / Ore yo apwoksimatif. / Vre le bis yo ap rive oswa deplase ka varye selon kondisyon sikilasyon sou wout yo. 0 ©O @GoMiamiDade GO Miami -Dade Transit miamidade.gov/transit 311 or 305.468.5900 TTY/Fla Relay: 711 MIAMI•DAD Aventura Blvd / NE 199 St NORTH MIAMI BEACH W L ) 167 St Q r 163 ST MALL MIAMI SHORES UPPER EAST SIDE GVT CTR :,; DOWNTOWN BUS N TERMINAL NE3St 2 z NW St z Flagler St SW/SE 1 St Biscayne Blvd 1 171 / 172 St 163 St 0 UN m ARSHT CTR &OMNI BUS TERMINAL 17 Ter NORTH BOUND* I / 14 St ( 13St BOUNDSOUTH 0 92 0 CD m 0 0 @GoMiamiDade "p's`°MDT Tracker I EASY Pay Miami www.miamidade.gov/transit O 311 or 305.468.5900 TTY/Fla Relay: 711 This submittal needs to be scheduled bra public hearing In accordance whh timelines set forth in the City of Miami Code. The applicable decision -making body will reWew the information at the public hearing to render a recommendation or a final decia on. 0 NORTH 06/2019 M IAM I•DADE COUNTY NOTICE This submittal needs to be scheduled fora public hearing in accordance wth timelines set forth In the city of Miami Code. The appdw de decision -making bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 WEEKDAYS / DIAS LABORABLES / LACEMEN REVS LW COfi' EVERY/CADA/CHAK 20 min EVERY/CADA/CHAK 10 min EVERY/CADA/CHAK 20 min EVERY/CADA/CHAK 10 min EVENING /NOCHE/CHAKASWE NORTHBOUND RUMBO NORTE/ DIREKSYON NO Q Downtown Metrobus Terminal FROM DESDE/DE TO HASTA/A FROM DESDE/DE TO HASTA/A FROM AM DESDE/DE PM TO HASTA/A FROM DESDE/DE TO HASTA/A 5:15 7:55 8:10 9:10 9:30 3:10 3:20 7:30 7:50 8:10 8:40 9:10 9:40 10:10 10:40 11:10 11:40 *Ili Omni Terminal / Arsht Metromover 5:24 8:08 8:23 9:23 9:43 3:24 3:34 7:43 8:03 8:23 8:53 9:23 9:53 10:23 10:53 11:21 11:51 Biscayne Blvd & NE 36 St 5:30 8:17 8:32 9:31 9:51 3:36 3:46 7:51 8:11 8:31 9:01 9:31 10:01 10:31 11:01 11:28 11:58 Biscayne Blvd & NE 79 St 5:39 8:29 8:44 9:43 10:03 3:49 3:59 8:03 8:21 8:41 9:11 9:41 10:11 10:41 11:11 11:38 12:08 Biscayne Blvd & NE 123 St 5:49 8:43 8:58 9:57 10:17 4:04 4:14 8:15 8:33 8:53 9:23 9:53 10:23 10:53 11:21 11:48 12:18 NE 163 St & NE 23 Ave 5:58 8:55 9:11 10:10 10:30 4:18 4:28 8:25 8:43 9:03 9:33 10:03 10:33 11:03 11:30 11:57 12:27 NE 167 St & 15 Ave 6:08 9:07 9:23 10:22 10:42 4:31 4:41 8:35 8:53 9:13 9:43 10:13 10:43 11:10 11:37 12:04 12:34 1 Bus Terminal at Aventura Mall 6:25 9:28 9:44 10:43 11:03 4:55 5:05 8:53 9:11 9:31 10:01 10:31 11:01 11:26 11:53 12:20 12:50 SOUTHBOUND RUMBOSUR/DIREKSYONSID MORNING MANANA/ MATEN / EVERY/CAOA/CHAK 20 FROM DESDE/DE min TO HASTA/A EVERY/CAOA/CHAK 10 FROM DESDE/DE min TO HASTA/A FROM DESDE/DE EVERY/CIIDA/CHAK 20 AM min PM TO HASTA/A EVERY/CAOA/CHAK FROM DESDE/DE 10 min TO HASTA/A EVENING/ NOCHE/CHAKASWE 1 Bus Terminal at Aventura Mall 4:26 4:56 5:17 6:23 6:35 7:29 7:47 1:27 1:37 5:49 6:14 6:36 705 7:38 8:10 8:40 9:10 9:40 10:14 10:49 11:23 11:53 NE 15 Ave & 165 St 4:40 5:10 5:31 6:39 6:51 7:48 8:07 1:47 1:57 6:13 6:35 6:57 7:26 7:59 8:29 8:59 9:29 9:59 10:33 11:08 11:38 12:08 Biscayne Blvd & NE 163 St 4:46 5:16 5:37 6:46 7:00 7:57 8:17 1:57 2:07 6:23 6:45 7:07 7:34 8:07 8:37 9:07 9:37 10:07 10:41 11:14 11:44 12:14 Biscayne Blvd & NE 123 St 4:53 5:23 5:44 6:55 7:10 8:08 8:28 2:10 2:20 6:34 6:56 7:17 7:44 8:16 8:46 9:16 9:46 10:16 10:50 11:22 11:52 12:22 Biscayne Blvd & NE 79 St 5:04 5:34 5:55 7:11 7:26 8:24 8:44 2:26 2:36 6:49 7:11 7:31 7:58 8:29 8:59 9:29 9:59 10:29 11:03 11:33 12:03 12:33 Biscayne Blvd & NE 36 St 5:12 5:42 6:07 7:24 7:39 8:39 8:59 2:39 2:49 7:01 7:21 7:41 8:08 8:38 9:08 9:38 10:08 10:38 11:11 11:41 12:11 12:41 *MI, Omni Terminal / Arsht Metromover 5:17 5:47 6:14 7:33 7:48 8:48 9:08 2:48 2:58 7:09 7:29 7:49 8:15 8:45 9:15 9:45 10:15 10:45 11:17 11:47 12:17 12:47 10) Downtown Metrobus Terminal 5:25 5:55 6:25 7:45 8:00 9:00 9:20 3:00 3:10 7:20 7:40 8:00 8:25 8:55 9:25 9:55 10:25 10:55 11:25 11:55 12:25 12:55 Scheduled times are approximate. Actual arrival and departure times may vary depending on traffic and road conditions. / Las horas publlcadas son aproximadas, puesdependen del traflco yotras condlciones de las via . Oreyo apwokslmatlf. /Vre le blsyo ap rive oswa deplase kavarye selon kondlsyon slkllasyon sou woutyo. 03 0 ©O @GoMiamiDade ®GO Miami -Dade Transit MIAMFDA miamidade.gov/transit O 311 or 305.468.5900 TTY/Fla Relay: 711 '® NORTHBOUND RUMBO NORTE/ DIREKSYON NO Downtown Metrobus Terminal MORNING / MANANA/ MATEN 5:15 5:50 6:20 6:50 7:20 VIM Omni Terminal / Arsht Metromover 5:24 5:59 6:29 6:59 7:31 7:50 9:10 9:22 9:29 9:38 9:49 9:58 10:06 9:15 10:23 EVERY/CADA/CHAK 20 min FROM AM PM TO DESDE/DE HASTA/A 8:01 Biscayne Blvd & NE 36 St Biscayne Blvd & NE 79 St Biscayne Blvd & NE 123 St 5:30 6:05 6:35 7:06 7:38 8:08 5:38 6:13 6:43 7:17 7:49 8:19 5:49 6:24 6:54 7:30 8:02 8:32 NE163St&NE23Ave 5:57 6:32 7:05 7:41 8:13 8:43 NE167St&15Ave 6:04 6:39 7:15 7:51 8:23 Bus Terminal at Aventura Mall SOUTHBOUND RUMBO SUR/ DIREKSYON SID Bus Terminal at Aventura Mall 6:19 6:54 7:33 8:09 8:41 MORNING / MANANA/ MATEN 4:43 5:13 5:43 NE15Ave&165St 4:56 5:26 5:56 Biscayne Blvd & NE 163 St Biscayne Blvd & NE 123 St Biscayne Blvd & NE 79 St Biscayne Blvd & NE 36 St 5:01 5:31 6:01 5:08 5:38 6:08 5:18 5:48 6:18 5:26 5:56 6:26 Omni Terminal / Arsht Metromover 5:31 6:01 6:31 6:10 6:33 6:46 6:51 7:00 7:13 7:00 6:23 6:28 6:35 6:45 6:53 7:23 7:30 This bmitlal needs to be scheduled for a public hearing In ccord ncewkh timelines set forth In the city of Miami Code. The apphw de decision -making bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 EVENING /NOCHE/CHAKASWE 8:53 6:47 8:45 9:40 10:10 10:22 10:29 10:38 10:49 10:58 11:06 10:53 11:19 9:52 9:59 10:08 10:19 10:28 10:36 10:40 11:10 10:52 11:22 10:59 11:29 11:08 11:38 11:18 11:48 11:26 11:56 11:33 12:03 11:46 12:16 11:40 11:59 12:11 12:18 12:27 12:37 12:45 12:52 12:46 1:05 11:52 11:59 12:08 12:18 12:26 12:33 EVENING /NOCHE/CHAKASWE 9:13 9:43 10:18 10:55 11:28 11:58 7:04 9:05 9:30 10:00 10:35 11:12 11:42 12:12 7:11 9:12 9:37 10:07 10:42 11:17 11:47 12:17 7:20 9:21 9:46 10:16 10:51 11:24 11:54 7:33 9:33 9:58 10:28 11:03 11:33 12:03 7:43 9:43 10:08 10:38 11:41 12:11 Downtown Metrobus Terminal 5:40 7:50 9:50 10:15 10:45 11:16 11:46 12:16 12:24 12:33 12:41 12:46 6:10 6:40 7:10 7:40 I 8:00 10:00 10:25 10:55 11:25 11:55 Scheduled times are approximate. Actual arrival and departure times may vary depending on traffic and road conditions. / Las horas publicadas son aproximadas, puesdependen del trafico yotras condlciones de lasvids. Oreyo apwoksima if. /Vre le bisyo ap rive oswa deplase kavarye selon kondisyon sikilasyon sou woutyo. 03 12:25 12:55 0 ©O @GoMiamiDade ®GO Miami -Dade Transit MIAMFDA miamidade.gov/transit O 311 or 305.468.5900 TTY/Fla Relay: 711 '® NOTICE This submittal needs to be scheduled fora public hearing in accordance wth timelines set forth In the city of Miami Code. The appdw de decision -making bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 A--._� Q SUNDAY/ DOMINGO / DIMANCH REVi EW COt' NORTHBOUND RUMBO NORTE/ DIREKSYON NO VI Downtown Metrobus Terminal MORNING MANANA/MATEN EVERY/CADA/CHAK 20 min FROM AM PM TO DESDE/DE HASTA/A EVENING / NOCHE/ CHAKASWE 11:59 5:15 5:40 6:05 6:30 6:55 F 6:00 6:30 7:00 7:30 8:00 8:30 9:00 9:30 10:10 10:40 11:10 11:40 Q Omni Terminal / Arsht Metromover 5:24 5:49 6:15 6:40 7:05 F 6:13 6:43 7:13 7:43 8:13 8:43 9:11 9:41 10:21 10:51 11:21 11:51 12:10 Biscayne Blvd & NE 36 St 5:29 5:54 6:21 6:46 7:11 6:20 6:50 7:20 7:50 8:20 8:50 9:17 9:47 10:27 10:57 11:27 11:57 12:16 Biscayne Blvd & NE 79 St 5:37 6:03 6:30 6:55 7:20 6:30 7:00 7:30 8:00 8:30 9:00 9:26 9:56 10:36 11:06 11:36 12:06 12:25 Biscayne Blvd & NE 123 St 5:47 6:14 6:41 7:06 7:31 6:42 7:12 7:42 8:12 8:42 9:11 9:37 10:07 10:47 11:15 11:45 12:15 12:34 NE 163 St & NE 23 Ave 5:55 6:23 6:50 7:15 7:40 8:05 6:52 7:22 7:52 8:22 8:52 9:20 9:46 10:16 10:56 11:23 11:53 12:23 12:42 NE 167 St & 15 Ave 6:03 6:31 6:58 7:23 7:48 7:00 7:30 8:00 8:30 9:00 9:27 9:53 10:23 11:03 11:30 12:00 12:30 12:49 * Bus Terminal at Aventura Mall 6:20 6:48 7:15 7:40 8:05 F 7:18 7:48 8:18 8:48 9:15 9:42 10:08 10:38 11:16 11:43 12:13 12:43 1:02 SOUTHBOUND RUMBOSUR/DIREKSYONSID Bus Terminal at Aventura Mall EVERWCADA/CHAK 20 FROM AM DESDE/DE min PM TO HASTA/A EVENING, NOCHE/CHAKASYVE 11:59 4:59 4:25 4:56 5:29 6:01 6:31 7:01 7:31 8:02 8:41 9:13 9:43 10:18 10:54 11:29 NE 15 Ave & 165 St 5:12 4:45 5:16 5:49 6:21 6:51 7:21 7:51 8:22 9:01 9:31 10:01 10:36 11:12 11:42 12:12 Biscayne Blvd & NE 163 St 5:17 4:54 5:25 5:58 6:29 6:59 7:29 7:59 8:30 9:08 9:38 10:08 10:43 11:17 11:47 12:17 Biscayne Blvd & NE 123 St 5:24 5:05 5:36 6:09 6:39 7:09 7:39 8:09 8:40 9:17 9:47 10:17 10:52 11:24 11:54 12:24 Biscayne Blvd & NE 79 St 5:34 5:20 5:51 6:22 6:52 7:22 7:52 8:22 8:53 9:29 9:59 10:29 11:04 11:34 12:04 12:34 Biscayne Blvd & NE 36 St 5:42 5:31 6:02 6:32 7:02 7:32 8:02 8:32 9:03 9:38 10:08 10:38 11:12 11:42 12:12 12:42 * ril Omni Terminal / Arsht Metromover 5:47 5:39 6:10 6:40 7:10 7:40 8:10 8:40 9:10 9:45 10:15 10:45 11:17 11:47 12:17 12:47 VI Downtown Metrobus Terminal 5:56 5:50 6:20 6:50 7:20 7:50 8:20 8:50 9:20 9:55 10:25 10:55 11:25 11:55 12:25 12:55 Scheduled times are approximate. Actual arrival and departure times may vary depending on traffic and road conditions. / Las horas publlcadas son aproximadas, puesdependen del traflco yotras condi tones de las vias. Ore yo apwokslmatlf. / Vre le bls yo ap rive oswa dep ase ka varye selon kondlsyon slkl lasyon sou woutyo. 03 0 ©O @GoMiamiDade ®GO Miami -Dade Transit MIAMFDA miamidade.gov/transit O 311 or 305.468.5900 TTY/Fla Relay: 711 '® 9 - - - BEFORE 6 A.M. a) 0 w z Miami Gardens Dry NE167St■■■ short turn a) NORTH > MIAMI w z 124 St ,■ 123 St �+ O vv DOWNTOWN NE3St l� GVT CTR a) Q�NW1 ST z• SW/SE 1 St N Miami Ave SE/NE 1 Ave 0 NORTH 06/2019 ■ ■■ a) N w z ■ ■■ MIAMI SHORES ■ ■■NE79St LITTLE HAITI ■ ■■NE36St This submittal needs b be scheduled for a puboc hearing In accordance with timelines set forth in the City of Miami Code.The applica de decision -malting bodywlll review be inlommadon al the pubUc hearing to render a recommendation or a enal deciaon. THE BUS TERMINAL AT AVENTURA MALL Board at Bay09 167 ST a) TERMINAL > 0 - 167 St T a) 0 EDGEWATER j■■■17St a) a) Q r N PZ-21-10809 12/16/21 SHORT TURN 167 St, @GoMiamiDade MDT Tracker I EASY Pay Miami www.miamidade.gov/transit 311 or 305.468.5900 TTY/Fla Relay: 711 M IAM I•DADE COUNTY 8/23/2021 Metrobus Routes Schedule - Miami -Dade County Employees Calenda Miami -Dade County is on -site at the Surfside vllapse and continues to mon (COVID-1 9). Menu MIAM COUNT ThIs submittal needs to be scheduled for a public hearing in accordance vat timelines set forth in the city of Miami Code. The applicable tleclslon-maoing hotly wll! review the Informagon at the public hearing to render a nmommendation or a final tleciaan. PZ-21-10809 12/16/21 Transit fares and parking fees resume June 1. Read more. The renewal deadline for Golden Passport and other Special Pass holders 64 years of age or younger has been extended to Dec. 30. Learn more. As Miami -Dade County advances into its New Normal plan, many transit services and routes have been adjusted. Get the latest information: Transit Service Updates. Metrobus Routes Schedule 1. Miami -Dade 9 (Northbound) NW1AV& NE2AV&37 NE2AV&79 NE6AV& NE167ST& BUS TERMINAL AT FLAGLER ST ST ST 125 ST 15 AV AVENTURA MALL 05:01AM 05:14AM 05:24AM 05:35AM 05:51AM 06:19AM 05:38AM 05:51AM 06:03AM 06:17AM 06:36AM 07:08AM 05:51AM 06:05AM 06:17AM 06:31AM 06:50AM 07:22AM 06:13AM 06:27AM 06:39AM 06:53AM 07:16AM 07:48AM 06:33AM 06:47AM 06:59AM 07:15AM 07:38AM 08:10AM 06:46AM 07:02AM 07:15AM 07:31AM 07:54AM 08:26AM 06:59AM 07:15AM 07:28AM 07:44AM 08:07AM 08:39AM https://www.miamidade.gov/transportation-publicworks/routes_schedule.asp?srv=WEEKDAY&dir=Northbound&rt=9&rtName=9 1 /7 8/23/2021 Metrobus Routes Schedule - Miami -Dade County 07:12AM 07:28AM 07:41AM 07:57AM 08:20AM 08:52AM 07:25AM 07:41AM 07:54AM 08:10AM 08:33AM 07:32AM 07:48AM 08:01 AM 08:17AM 08:40AM 09:13AM 07:40AM 07:56AM 08:09AM 08:25AM 08:48AM - 07:47AM 08:03AM 08:16AM 08:32AM 08:55AM 09:28AM 07:55AM 08:11AM 08:24AM 08:40AM 09:04AM 08:02AM 08:18AM 08:31AM 08:47AM 09:11AM 09:44AM 08:10AM 08:26AM 08:39AM 08:55AM 09:19AM 09:52AM 08:17AM 08:33AM 08:46AM 09:02AM 09:26AM - 08:25AM 08:41AM 08:54AM 09:10AM 09:34AM 10:07AM 08:32AM 08:48AM 09:02AM 09:18AM 09:42AM 10:15AM 08:40AM 08:56AM 09:10AM 09:26AM 09:50AM - 08:47AM 09:05AM 09:19AM 09:35AM 09:59AM 10:32AM 08:55AM 09:13AM 09:27AM 09:43AM 10:07AM 09:02AM 09:20AM 09:34AM 09:50AM 10:14AM 10:47AM 09:10AM 09:28AM 09:42AM 09:58AM 10:22AM 10:55AM 09:17AM 09:35AM 09:49AM 10:05AM 10:29AM 09:25AM 09:43AM 09:57AM 10:13AM 10:37AM 11:10AM 09:32AM 09:50AM 10:04AM 10:20AM 10:44AM - NOTICE This submtal needs to be scheduled for a public hearing in accord ante 'nth timelines sel forth in the City of Miami Cede. The applIcatle decision -malting body NOR rSewthe Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 09:40AM 09:58AM 10:12AM 10:28AM 10:52AM 11:25AM https://www.miamidade.gov/transportation-publicworks/routes_schedule.asp?srv=WEEKDAY&dir=Northbound&rt=9&rtName=9 2/7 8/23/2021 Metrobus Routes Schedule - Miami -Dade County 09:47AM 10:05AM 10:19AM 10:35AM 10:59AM 09:55AM 10:13AM 10:27AM 10:43AM 11:07AM 11:40AM 10:02AM 10:20AM 10:34AM 10:50AM 11:14AM 10:10AM 10:28AM 10:42AM 10:58AM 11:22AM 11:55AM 10:25AM 10:43AM 10:57AM 11:13AM 11:37AM 12:10PM 10:40AM 10:58AM 11:12AM 11:28AM 11:52AM 12:25PM 10:55AM 11:13AM 11:27AM 11:43AM 12:07PM 12:40PM 11:10AM 11:28AM 11:42AM 11:58AM 12:22PM 12:55PM 11:25AM 11:43AM 11:57AM 12:13PM 12:37PM 01:10PM 11:40AM 11:58AM 12:12PM 12:28PM 12:52PM 01:25PM 11:55AM 12:13PM 12:27PM 12:43PM 01:09PM 01:42PM 12:10PM 12:28PM 12:42PM 12:58PM 01:24PM - 12:25PM 12:43PM 12:57PM 01:15PM 01:41PM 02:14PM 12:40PM 12:58PM 01:12PM 01:30PM 01:56PM 02:29PM 12:55PM 01:15PM 01:29PM 01:47PM 02:13PM 02:46PM 01:10PM 01:30PM 01:44PM 02:02PM 02:28PM 03:01PM 01:25PM 01:45PM 01:59PM 02:17PM 02:43PM 01:40PM 02:OOPM 02:14PM 02:32PM 02:58PM 03:31PM 01:55PM 02:15PM 02:29PM 02:47PM 03:13PM - Co 0 art R 4 PUet, ic NOTICE Thls submtal needs to be scheduled for a public hearing in accord ante 'nth timelines set forth in the City of Miami Code. The appllca ble decision -making body NOR reSewthe Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 V� IEW CC�Q 02:10PM 02:30PM 02:44PM 03:02PM 03:27PM 04:OOPM https://www.miamidade.gov/transportation-publicworks/routes_schedule.asp?srv=WEEKDAY&dir=Northbound&rt=9&rtName=9 3/7 8/23/2021 Metrobus Routes Schedule - Miami -Dade County 02:25PM 02:45PM 02:59PM 03:17PM 03:42PM 04:15PM 02:40PM 03:02PM 03:16PM 03:34PM 03:59PM 02:55PM 03:17PM 03:31PM 03:49PM 04:14PM 04:47PM 03:02PM 03:24PM 03:38PM 03:56PM 04:21PM - 03:10PM 03:32PM 03:46PM 04:04PM 04:29PM 05:02PM 03:17PM 03:39PM 03:53PM 04:11PM 04:36PM 03:25PM 03:47PM 04:01PM 04:19PM 04:44PM 05:17PM 03:32PM 03:54PM 04:O8PM 04:26PM 04:51PM 03:40PM 04:02PM 04:16PM 04:34PM 04:59PM 05:32PM 03:47PM 04:09PM 04:23PM 04:41PM 05:06PM - 03:55PM 04:17PM 04:31PM 04:49PM 05:14PM 05:47PM 04:02PM 04:24PM 04:38PM 04:56PM 05:21PM 05:54PM 04:10PM 04:32PM 04:46PM 05:04PM 05:29PM 04:17PM 04:39PM 04:53PM 05:11PM 05:36PM 06:09PM 04:25PM 04:47PM 05:01PM 05:19PM 05:44PM 06:17PM 04:32PM 04:54PM 05:O8PM 05:26PM 05:51PM 04:40PM 05:03PM 05:17PM 05:35PM 06:OOPM 06:30PM 04:47PM 05:10PM 05:24PM 05:42PM 06:07PM - 04:55PM 05:18PM 05:32PM 05:50PM 06:15PM 06:45PM Co 0 art R 4 PU$L.ic NOTICE Thls submtal needs to be scheduled for a public hearing in accord ante 'nth timelines set forth in the City of Miami Code. The appllca ble decision -making body NOR reSewthe Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 V� IEW CC�Q 05:02PM 05:25PM 05:39PM 05:57PM 06:22PM https://www.miamidade.gov/transportation-publicworks/routes_schedule.asp?srv=WEEKDAY&dir=Northbound&rt=9&rtName=9 4/7 8/23/2021 Metrobus Routes Schedule - Miami -Dade County 05:10PM 05:33PM 05:47PM 06:05PM 06:26PM 06:56PM 05:17PM 05:40PM 05:54PM 06:12PM 06:33PM 07:03PM 05:25PM 05:48PM 06:02PM 06:17PM 06:38PM 05:32PM 05:55PM 06:09PM 06:24PM 06:45PM 07:15PM 05:40PM 06:03PM 06:15PM 06:30PM 06:51PM 07:21PM 05:47PM 06:10PM 06:22PM 06:37PM 06:58PM 07:28PM 05:55PM 06:18PM 06:30PM 06:45PM 07:06PM - 06:02PM 06:19PM 06:31PM 06:46PM 07:07PM 07:37PM 06:20PM 06:37PM 06:49PM 07:04PM 07:25PM - 06:40PM 06:57PM 07:09PM 07:24PM 07:45PM 08:15PM 07:10PM 07:27PM 07:39PM 07:54PM 08:15PM 07:40PM 07:57PM 08:09PM 08:24PM 08:45PM 09:15PM 08:10PM 08:27PM 08:39PM 08:54PM 09:15PM 08:40PM 08:57PM 09:09PM 09:20PM 09:38PM 10:02PM 09:10PM 09:25PM 09:35PM 09:46PM 10:04PM - 09:40PM 09:55PM 10:05PM 10:16PM 10:34PM 10:40PM 10:55PM 11:05PM 11:16PM 11:34PM 11:30PM 11:45PM 11:55PM 12:06AM 12:24AM - Back to previous page NOTICE This submtal needs to be scheduled for a public hearing in accord ante 'nth timelines sel forth in the City of Miami Cade. The applIcatle decision -malting body NOR rSewthe Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 https://www.miamidade.gov/transportation-publicworks/routes_schedule.asp?srv=WEEKDAY&dir=Northbound&rt=9&rtName=9 5/7 8/23/2021 Metrobus Routes Schedule - Miami -Dade County Employees Calenda Miami -Dade County is on -site at the Surfside vllapse and continues to mon (COVID-1 9). Menu MIAM COUNT ThIs submittal needs to be scheduled for a public hearing in accordance vat timelines set forth in the city of Miami Code. The applicable tleclslon-maoing hotly wll! review the Informagon at the public hearing to render a nmommendation or a final tleciaan. PZ-21-10809 12/16/21 Transit fares and parking fees resume June 1. Read more. The renewal deadline for Golden Passport and other Special Pass holders 64 years of age or younger has been extended to Dec. 30. Learn more. As Miami -Dade County advances into its New Normal plan, many transit services and routes have been adjusted. Get the latest information: Transit Service Updates. Metrobus Routes Schedule 1. Miami -Dade BUS TERMINAL AT AVENTURA MALL 05:23AM 05:39AM 06:03AM 9 (Southbound) 1 "77 NE167ST& NE6AV& NE2AV&79 NE2AV&37 NW1AV& 15 AV 124 ST ST ST FLAGLER ST 04:39AM 04:55AM 05:06AM 05:16AM 05:33AM 05:12AM 05:28AM 05:39AM 05:49AM 06:08AM 05:42AM 05:58AM 06:11AM 06:22AM 06:41AM 05:31AM 05:47AM 05:58AM 06:09AM 06:28AM 05:58AM 06:18AM 06:31AM 06:42AM 07:07AM 05:51AM 06:11AM 06:24AM 06:35AM 06:54AM 06:28AM 06:48AM 07:04AM 07:17AM 07:42AM https://www.miamidade.gov/transportation-publicworks/routes_schedule.asp?srv=WEEKDAY&dir=Southbound&rt=9&rtName=9 1 /7 8/23/2021 Metrobus Routes Schedule - Miami -Dade County 06:11AM 06:31AM 06:44AM 06:55AM 06:16AM 06:36AM 06:49AM 07:02AM 06:24AM 06:49AM 07:11AM 07:27AM 07:40AM 08:0 - 06:24AM 06:44AM 06:57AM 07:10AM 07:35AM - 06:36AM 06:56AM 07:12AM 07:25AM 07:50AM 06:41AM 07:03AM 07:19AM 07:32AM 07:57AM 06:42AM 07:11AM 07:33AM 07:49AM 08:02AM 08:27AM 06:56AM 07:18AM 07:34AM 07:47AM 08:12AM - 07:04AM 07:26AM 07:42AM 07:55AM 08:20AM 07:05AM 07:34AM 07:56AM 08:12AM 08:25AM 08:50AM 07:19AM 07:41AM 07:57AM 08:10AM 08:35AM 07:20AM 07:49AM 08:11AM 08:27AM 08:40AM 09:05AM 07:26AM 07:48AM 08:04AM 08:17AM 08:42AM 07:35AM 08:04AM 08:26AM 08:42AM 08:55AM 09:20AM - 07:41AM 08:03AM 08:19AM 08:32AM 08:57AM 07:52AM 08:21AM 08:43AM 08:59AM 09:13AM 09:35AM 07:56AM 08:18AM 08:34AM 08:47AM 09:12AM 08:07AM 08:36AM 08:58AM 09:14AM 09:28AM 09:50AM - 08:13AM 08:35AM 08:51AM 09:05AM 09:27AM 08:18AM 08:47AM 09:13AM 09:29AM 09:43AM 10:05AM NOTICE This submtal needs to be scheduled for a public hearing in accord ante 'oath timelines sel forth in the City of Miami Cade. The applIcatle decision -malting body NOR renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 https://www.miamidade.gov/transportation-publicworks/routes_schedule.asp?srv=WEEKDAY&dir=Southbound&rt=9&rtName=9 2/7 8/23/2021 Metrobus Routes Schedule - Miami -Dade County 08:28AM 08:50AM 09:06AM 09:20AM 08:39AM 09:05AM 09:21AM 09:35AM 08:48AM 09:17AM 09:43AM 09:59AM 10:13AM 10:3 - 09:02AM 09:28AM 09:44AM 09:58AM 10:20AM 09:03AM 09:32AM 09:58AM 10:14AM 10:28AM 10:50AM 09:18AM 09:47AM 10:13AM 10:29AM 10:43AM 11:05AM 09:33AM 10:02AM 10:28AM 10:44AM 10:58AM 11:20AM 09:48AM 10:17AM 10:43AM 10:59AM 11:13AM 11:35AM 10:03AM 10:32AM 10:58AM 11:14AM 11:28AM 11:50AM 10:18AM 10:47AM 11:13AM 11:29AM 11:43AM 12:05PM 10:33AM 11:02AM 11:28AM 11:44AM 11:58AM 12:20PM 10:48AM 11:17AM 11:43AM 11:59AM 12:13PM 12:35PM 11:03AM 11:32AM 11:58AM 12:14PM 12:28PM 12:50PM 11:18AM 11:47AM 12:13PM 12:29PM 12:43PM 01:05PM 11:33AM 12:02PM 12:28PM 12:44PM 12:58PM 01:20PM 11:48AM 12:17PM 12:43PM 01:OOPM 01:13PM 01:35PM 12:03PM 12:32PM 12:58PM 01:15PM 01:28PM 01:50PM 12:17PM 12:46PM 01:13PM 01:30PM 01:43PM 02:05PM 12:29PM 01:01PM 01:28PM 01:45PM 01:58PM 02:20PM 12:44PM 01:16PM 01:43PM 02:OOPM 02:13PM 02:35PM NOTICE This submtal needs to be scheduled for a public hearing in accord ante 'oath timelines sel forth in the City of Miami Cade. The applIcatle decision -malting body NOR renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 https://www.miamidade.gov/transportation-publicworks/routes_schedule.asp?srv=WEEKDAY&dir=Southbound&rt=9&rtName=9 3/7 8/23/2021 Metrobus Routes Schedule - Miami -Dade County 12:59PM 01:31PM 01:58PM 02:15PM 02:28PM 01:06PM 01:38PM 02:05PM 02:22PM 02:35PM 01:11PM 01:43PM 02:10PM 02:27PM 02:40PM 03:0 01:18PM 01:50PM 02:17PM 02:34PM 02:47PM 03:12PM 01:33PM 02:05PM 02:32PM 02:49PM 03:02PM 03:27PM 01:41PM 02:13PM 02:40PM 02:57PM 03:10PM 03:35PM 01:57PM 02:29PM 02:56PM 03:13PM 03:25PM 03:50PM 01:58PM 02:25PM 02:42PM 02:55PM 03:20PM 02:04PM 02:36PM 03:04PM 03:20PM 03:32PM 03:57PM 02:12PM 02:44PM 03:12PM 03:28PM 03:40PM 04:05PM 02:19PM 02:51PM 03:19PM 03:35PM 03:47PM 04:12PM - 02:21PM 02:48PM 03:05PM 03:17PM 03:42PM 02:27PM 02:59PM 03:27PM 03:43PM 03:55PM 04:20PM 02:39PM 03:14PM 03:42PM 03:58PM 04:10PM 04:35PM 02:54PM 03:29PM 03:57PM 04:13PM 04:25PM 04:50PM 03:01PM 03:36PM 04:04PM 04:20PM 04:32PM 04:57PM 03:06PM 03:34PM 03:50PM 04:02PM 04:27PM 03:16PM 03:51PM 04:19PM 04:35PM 04:47PM 05:12PM - 03:21PM 03:49PM 04:05PM 04:17PM 04:42PM 03:24PM 03:59PM 04:27PM 04:43PM 04:55PM 05:20PM G 0 4 NOTICE This submktal needs to be scheduled for a public nearing in accordance with timeline, set forth in the City of Miami Code. The appllca de decision -making bedywill renew the information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 44, iEW C°' https://www.miamidade.gov/transportation-publicworks/routes_schedule.asp?srv=WEEKDAY&die=Southbound&rt=9&rtName=9 4/7 8/23/2021 Metrobus Routes Schedule - Miami -Dade County 03:31PM 04:06PM 04:34PM 04:50PM 05:02PM 03:39PM 04:14PM 04:42PM 04:58PM 05:10PM 03:44PM 04:12PM 04:28PM 04:40PM 05:0 03:46PM 04:21PM 04:49PM 05:05PM 05:17PM 05:42PM 04:02PM 04:37PM 05:05PM 05:20PM 05:32PM 05:57PM 04:20PM 04:55PM 05:23PM 05:38PM 05:50PM 06:15PM - 04:29PM 04:57PM 05:13PM 05:25PM 05:50PM 04:45PM 05:21PM 05:49PM 06:04PM 06:15PM 06:35PM 05:16PM 05:52PM 06:20PM 06:34PM 06:45PM 07:05PM 05:52PM 06:28PM 06:50PM 07:04PM 07:15PM 07:35PM 06:28PM 06:58PM 07:20PM 07:34PM 07:45PM 08:05PM 06:58PM 07:28PM 07:50PM 08:04PM 08:15PM 08:35PM 07:28PM 07:58PM 08:20PM 08:34PM 08:45PM 09:05PM 08:03PM 08:33PM 08:55PM 09:09PM 09:18PM 09:35PM 09:17PM 09:40PM 09:58PM 10:09PM 10:18PM 10:35PM 10:07PM 10:30PM 10:48PM 10:59PM 11:O8PM 11:25PM NOTICE This submtal needs to be scheduled for a public hearing in accord ante 'oath timelines sel forth in the City of Miami Cade. The applIcatle decision -malting body NOR rewewthe Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 Back to previous page https://www.miamidade.gov/transportation-publicworks/routes_schedule.asp?srv=WEEKDAY&dir=Southbound&rt=9&rtName=9 5/7 4 0 PUBS, 10 NE Mia 0�- 167 St _t HOME DEPOT THE MALL AT 163RD STREET a) .E co z NE119St NORTH MIAMI NE 125 St MIAMI SHORES EL PORTAL > Q NI LITTLE z HAITI / � co a JT NE 17 St a) a� L >, o WYNWOOD > v, 71 > m co NORTH 10/2019 w MIAMI @GoMiamiDade • NE 15 St A ARSHT CENTER OMNI NE14St G O 4- Q. NOTICE This submMal needs to be scheduled bra public hearing In acoordancc whh timelines set forth in the City of Miami Code. The applies Lie decision -making body will reNew the information at the pubbc hearing to render a recommendation or a final decia on. PZ-21-10809 12/16/21 Q NO Ln MIAMI w BEACH WALMART [ NE 163 St a) fV w z biS\14/ IEW COV U Metrobus Terminal Metromover Station GO Miami -Dade Transit 06.2020 miamidade.gov/transit 0 311 or 305.468.5900 TTY/Fla Relay: 711 M IAM I-DADE COUNTY WEEKDAYS/ DIAS LABORABLES/ LASEMEN Thls subrnitlal needs to be schedules br a public hearing "ate°rtlanewmb eiins,e,°"hl"<be"yam Mlc Cstle.Theappn th pubic hcrrning rendorll reviewthe information at the public hearing t° rentler a NORTHBOUNDa RUMBO NORTE / DIREKSYON NO MORNING / MANANA / MATEN IIM a a AFTERNOON /TARDE /API ‘It, °mmendau°"°rannaieeue°" �� PZ-21-10809 W I NE 15 ST & BISC BD 5:43 6:25 6:56 7:28 7:58 8:28 8:58 9:28 10:02 10:32 11:02 11:32 12:02 12:32 1:02 1:28 1:58 2:28 2:59 3:29 3:59 4:29 5:00 5:30 6:02 6:29 y+', 12/16/21 i �RVIW V� :26 10:16 11:46 CO NE 2 AV & 37 ST 5:51 6:34 7:06 7:38 8:08 8:38 9:09 9:39 10:13 10:43 11:13 11:43 12:13 12:43 1:13 1:39 2:09 2:39 3:12 3:42 4:12 4:42 5:13 5:43 6:13 6:40 7:10 7:40 8:10 8:40 9:10 9:35 10:25 11:55 NE 2 AV & 79 ST 6:03 6:46 7:19 7:51 8:21 8:51 9:22 9:52 10:26 10:56 11:26 11:56 12:26 12:56 1:26 1:52 2:22 2:52 3:26 3:56 4:26 4:56 5:27 5:57 6:25 6:52 7:22 7:52 8:22 8:52 9:20 9:45 10:35 12:05 NE 125 ST & 6 AV 6:17 7:05 7:38 8:10 8:40 9:11 9:42 10:12 10:46 11:16 11:46 12:16 12:46 1:16 1:46 2:12 2:42 3:13 3:47 4:17 4:47 5:17 5:48 6:18 6:42 7:09 7:39 8:09 8:39 9:09 9:33 9:58 10:48 12:18 NE 12 AV & 135 ST 6:22 7:11 7:44 8:16 8:46 9:17 9:48 10:18 10:52 11:22 11:52 12:22 12:52 1:22 1:52 2:18 2:48 3:20 3:54 4:24 4:54 5:24 5:55 6:24 6:48 7:15 7:45 8:15 8:45 9:13 9:37 10:02 10:52 12:22 10 NE 167 ST & 15 AV 6:33 7:23 7:56 8:28 8:58 9:29 10:00 10:30 11:04 11:34 12:04 12:34 1:04 1:34 2:04 2:30 3:00 3:32 4:06 4:36 5:07 5:37 6:08 6:34 6:58 7:25 7:55 8:25 8:55 9:22 9:46 10:11 11:01 12:31 NE 19 AV & NE 185 ST 6:40 7:31 8:04 8:36 9:06 9:37 10:08 10:38 11:12 11:42 12:12 12:42 1:12 1.42 2.12 2.38 3:08 3:40 4:14 4:44 5:15 5:45 6:15 6:41 7:05 7:32 8:02 8:32 9:02 9:28 9:52 10:17 11:07 12:37 SOUTHBOUND RUMBO SUR / DIREKSYON SID MORNING / MANANA/ MATEN a a AFTERNOON /TARDE / APRE MIDI NE 19 AV & NE 185 ST 4:51 5:28 6:06 6:29 6:55 7:25 7:55 8:28 8:58 9:29 9:59 10:29 10:59 11:29 11:59 12 29 12 59 1:29 1 57 2 27 2:54 3:24 3:53 4:23 4:56 5:32 6:06 6:36 7:06 7:36 8:09 9:09 10:33 10 NE 15 AV & 165 ST 4:56 5:33 6:12 6:35 7:02 7:32 8:02 8:35 9:05 9:35 10:05 10:35 11:05 11:35 12:05 12:35 1:05 1:35 2:03 2:33 3:01 3:31 4:00 4:30 5:03 5:39 6:12 6:42 7:12 7:42 8:15 9:14 10:38 NE 12 AV & 135 ST 5:06 5:43 6:23 6:46 7:14 7:44 8:14 8:47 9:17 9:47 10:17 10:47 11:17 11:47 12:17 12:47 1:17 1:47 2:15 2:45 3:14 3:44 4:13 4:43 5:16 5:52 6:24 6:54 7:24 7:54 8:27 9:25 10:49 NE 125 ST & 6 AV 5:11 5:48 6:29 6:52 7:22 7:52 8:22 8:55 9:26 9:56 10:26 10:56 11:26 11:56 12:26 12:56 1:26 1:56 2:24 2:54 3:24 3:54 4:23 4:53 5:25 6:01 6:31 7:01 7:31 8:01 8:34 9:30 10:54 NE 2 AV & 79 ST 5:24 6:03 6:44 7:12 7:42 8:12 8:42 9:15 9:45 10:15 10:45 11:15 11:45 12:15 12:45 1:15 1:45 2:15 2:43 3:13 3:43 4:13 4:42 5:12 5:43 6:17 6:47 7:17 7:47 8:17 8:50 9:43 11:07 NE 2 AV & 37 ST 5:33 6:14 6:55 7:25 7:55 8:25 8:55 9:28 9:58 10:28 10:58 11:28 11:58 12:28 12:58 1:28 1:58 2:28 2:56 3:26 3:56 4:26 4:55 5:25 5:56 6:28 6:58 7:28 7:58 8:28 9:01 9:52 11:16 MNE 15 ST & BISC BD 5:41 6:23 7:07 7:37 8:07 8:37 9:07 9:39 10:09 10:39 11:09 11:39 12:09 12:39 1:09 1:39 2:09 2:39 3:08 3:38 4:08 4:38 5:08 5:38 6:09 6:39 7:09 7:39 8:09 8:39 9:11 10:02 11:26 Qio O0 @GoMiamiDade GO Miami -Dade Transit MIAMI•DAD miamidade.gov/transit 311 or 305.468.5900 TTY/Fla Relay: 711 EMI 4% 5:5 ��FRFV This subrnitlal needs to be scheaulee fora public hearing nmorexnaw bumekn see ronn in me cirym Mlarni Cotle. The applicade tlecbUc h making hotly rewewthe inlormatian al the public hearing to rentler enmendatien orannel eeuden PZ-21-10809 12/16/21 W C©+�Q� will a �� w 2 10:39 11:39 SATURDAY / SABADO / SAM DI NORTHBOUND RUMBO NORTE / DIREKSYON NO MORNING / MAIVANA/ MATEN a P. 12:29 12:59 1:29 1:59 2:29 2:59 AFTERNOON 3:29 3:59 / 4:29 TARDE 4:59 /AP, 5:29 MNE 15 ST & BISC BD 6:23 6:53 7:28 7:58 8:28 8:59 9:29 9:59 10:29 10:59 11:29 11:59 NE 2 AV & 37 ST 6:32 7:02 7:37 8:07 8:37 9:09 9:39 10:09 10:39 11:09 11:39 12:09 12:39 1:09 1:39 2:09 2:39 3:09 3:39 4:09 4:39 5:09 5:39 6:09 6:39 7:09 8:09 8:54 9:50 10:47 11:47 NE 2 AV & 79 ST NE 125 ST & 6 AV 6:42 7:12 7:47 8:17 8:47 9:21 9:51 10:21 10:51 11:21 11:51 12:21 12:51 1:21 1:51 2:21 2:51 3:22 3:52 4:22 4:52 5:22 5:52 6:20 6:50 7:20 8:20 9:05 10:00 10:57 11:57 6:56 7:26 8:01 8:31 9:06 9:40 10:10 10:40 11:10 11:40 12:10 12:40 1:10 1:40 2:10 2:40 3:10 3:41 4:11 4:41 5:11 5:41 6:11 6:36 7:06 7:36 8:36 9:18 10:13 11:10 12:10 NE 12 AV & 135 ST 7:02 7:32 8:07 8:37 9:13 9:47 10:17 10:47 11:17 11:47 12:17 12:47 1:17 1:47 2:17 2:47 3:17 3:48 4:18 4:48 5:18 5:48 6:17 6:42 7:12 7:42 8:42 9:22 10:17 11:14 12:14 ilaji NE 167 ST & 15 AV NE 19 AV & NE 185 ST 7:11 7:41 8:16 8:46 9:23 9:57 10:27 10:57 11:27 11:57 12:27 12:57 1:27 1:57 2:27 2:57 3:27 3:58 4:28 4:58 5:28 5:58 6:27 6:52 7:22 7:52 8:52 9:30 10:25 11:22 12:22 7:18 7:48 8:23 8:53 9:31 10:05 10:35 11:05 11:35 12:05 12:35 1:05 1:35 2:05 2:35 3:05 3:35 4:06 4:36 5:06 5:36 6:06 6:34 6:59 7:29 7:59 8:59 9:36 10:31 11:28 12:28 SOUTHBOUND RUMBO SUR / DIREKSYON SID MORNING /MAIVANA/MATEN a P. AFTERNOON /TARDE/APREMIDI NE 19 AV & NE 185 ST ilajl NE 15 AV & 165 ST NE 12 AV & 135 ST 5:16 5:38 6:10 6:40 7:10 7:40 8:07 8:37 9:05 9:35 10:05 10:35 11:05 11:35 12:05 12:35 1:05 1:35 2:05 2:35 3:03 3:33 4:03 4:33 5:03 5:36 6:35 7:25 8:31 9:37 10:37 5:21 5:43 6:16 6:46 7:16 7:46 8:13 8:43 9:11 9:41 10:11 10:41 11:11 11:41 12:11 12:41 1:11 1:41 2:11 2:41 3:10 3:40 4:10 4:40 5:10 5:43 6:41 7:31 8:37 9:42 10:42 5:30 5:52 6:26 6:56 7:26 7:56 8:23 8:53 9:23 9:53 10:23 10:53 11:23 11:53 12:23 12:53 1:23 1:53 2:23 2:53 3:22 3:52 4:22 4:52 5:22 5:55 6:51 7:41 8:47 9:51 10:51 NE 125 ST & 6 AV 5:35 5:57 6:32 7:02 7:32 8:02 8:29 8:59 9:29 9:59 10:29 10:59 11:29 11:59 12:29 12:59 1:29 1:59 2:29 2:59 3:29 3:59 4:29 4:59 5:29 6:02 6:57 7:47 8:53 9:56 10:56 NE 2 AV & 79 ST 5:47 6:13 6:48 7:18 7:48 8:18 8:45 9:16 9:46 10:16 10:46 11:16 11:46 12:16 12:46 1:16 1:46 2:16 2:46 3:16 3:46 4:16 4:46 5:16 5:46 6:17 7:12 8:02 9:08 10:08 11:08 NE 2 AV & 37 ST WM NE 15 ST & BISC BD 5:56 6:26 7:01 7:31 8:01 8:31 8:58 9:28 9:58 10:28 10:58 11:28 11:58 12:28 12:58 1:28 1:58 2:28 2:58 3:28 3:58 4:28 4:58 5:28 5:58 6:28 7:23 8:13 9:18 10:18 11:18 6:05 6:35 7:10 7:40 8:10 8:40 9:08 9:38 I, 10:08 10:38 11:08 11:38 12:08 12:38 1:08 1:38 2:08 2:38 3:08 3:38 4:08 4:38 5:08 5:38 6:08 6:38 7:33 8:23 9:26 10:26 11:26 Qio O©O @GoMiamiDade GO Miami -Dade Transit MIAMI•DAD miamidade.gov/transit 311 or 305.468.5900 TTY/Fla Relay: 711 EMI Q.f NlVT f NOTICE rnle sebmineI needs m be onhedeled mr a public heeling "ems°r°'"�wnbme"ne e,°"hl"`be 0jyw hllami Cotle.The applieade tl ubuc e rrng g rendorll reWewthe lnlormatian at the public hearing ° rentler a SUNDAY / DOMINGO / DIMAN CH NORTHBOUNDa RUMBO NORTE / DIREKSYON NU MORNING / MANANA/ MATEN a a AFTERNOON /TARDE / A �A °mmendati°n°renneiee°Id°n PZ-21-10809 NE 15 ST & BISC BD 6:29 6:59 7:29 7:59 8:29 8:59 9:29 9:59 10:29 10:59 11:29 11:59 12:29 12:59 1:29 1:59 2:29 2:59 3:29 3:59 4:29 4:59 5:29 9A, 12/16/21 v� AR 10:41 11:41 Ebl EW CD NE 2 AV & 37 ST 6:37 7:07 7:37 8:07 8:37 9:08 9:38 10:08 10:38 11:08 11:38 12:08 12:38 1:08 1:38 2:08 2:38 3:08 3:38 4:08 4:38 5:08 5:38 6:08 6:51 7:51 8:51 9:49 10:49 11:49 NE 2 AV & 79 ST 6:47 7:17 7:47 8:17 8:47 9:20 9:50 10:20 10:50 11:20 11:50 12:20 12:50 1:20 1:50 2:20 2:50 3:20 3:50 4:20 4:50 5:20 5:50 6:19 7:02 8:02 9:02 9:59 10:59 11:59 NE 125 ST & 6 AV 7:00 7:30 8:00 8:30 9:03 9:36 10:06 10:36 11:06 11:36 12:06 12:36 1:06 1:36 2:06 2:36 3:06 3:36 4:06 4:36 5:06 5:36 6:06 6:32 7:15 8:15 9:13 10:10 11:10 12:10 NE 12 AV & 135 ST 7:05 7:35 8:05 8:35 9:08 9:41 10:11 10:41 11:11 11:41 12:11 12:41 1:11 1:41 2:11 2:41 3:11 3:41 4:11 4:41 5:11 5:41 6:12 6:38 7:21 8:21 9:17 10:14 11:14 12:14 ilajl NE 167 ST & 15 AV 7:14 7:44 8:14 8:44 9:18 9:51 10:21 10:51 11:21 11:51 12:21 12:51 1:21 1:51 2:21 2:51 3:21 3:51 4:21 4:51 5:21 5:51 6:21 6:47 - - - - - - ilajl NE 15 AV & 165 ST - - - - - - - - - - - - - - - - - - - - - - - - 7:30 8:30 9:25 10:22 11:22 12:22 NE 19 AV & NE 185 ST 7:21 7:51 8:21 8:51 9:25 9:58 10:28 10:58 11:28 11:58 12:28 12:58 1:28 1:58 2:28 2:58 3:28 3:58 4:28 4:58 5:28 5:58 6:28 6:54 - - - - - - SOUTHBOUND RUMBO SUR / DIREKSYON SID MORNING /MANANA/MATEN = a AFTERNOON /TARDE/APREMIDI NE 19 AV & NE 185 ST 5:18 5:43 6:11 6:41 7:11 7:41 8:10 8:37 9:05 9:35 10:05 10:35 11:05 11:35 12:05 12:35 1:05 1:35 2:05 2:35 3:05 3:35 4:05 4:35 5:23 6:30 - - - - ilajl NE 15 AV & 165 ST 5:25 5:50 6:19 6:49 7:19 7:49 8:18 8:45 9:14 9:44 10:14 10:44 11:14 11:44 12:14 12:44 1:14 1:44 2:14 2:44 3:14 3:44 4:14 4:44 5:32 6:38 7:38 8:40 9:43 10:43 NE 12 AV & 135 ST 05:34 5:59 6:29 6:59 7:29 7:59 8:28 8:55 9:25 9:55 10:25 10:55 11:25 11:55 12:25 12:55 1:25 1:55 2:25 2:55 3:25 3:55 4:25 4:55 5:43 6:47 7:47 8:49 9:52 10:52 NE 125 ST & 6 AV 5:39 6:05 6:35 7:05 7:35 8:05 8:34 9:01 9:31 10:01 10:31 11:01 11:31 12:01 12:31 1:01 1:31 2:01 2:31 3:01 3:31 4:01 4:31 5:01 5:49 6:53 7:53 8:55 9:57 10:57 NE 2 AV & 79 ST 5:50 6:18 6:48 7:18 7:48 8:18 8:47 9:17 9:47 10:17 10:47 11:17 11:47 12:17 12:47 1:17 1:47 2:17 2:47 3:17 3:47 4:17 4:47 5:17 6:05 7:07 8:07 9:09 10:09 11:09 4:58 5:28 6:15 7:17 8:17 9:19 10:19 11:19 NE 2 AV & 37 ST 5:59 6:29 6:59 7:29 7:59 8:29 8:58 9:28 9:58 10:28 10:58 11:28 11:58 12:28 12:58 1:28 1:58 2:28 2:58 3:28 3:58 4:28 NE 15 ST & BISC BD 6:07 6:37 7:07 7:37 8:07 8:37 9:07 9:37 10:07 10:37 11:07 11:37 12:07 12:37 1:07 1:37 2:07 2:37 3:07 3:37 4:07 4:37 5:07 5:37 6:24 7:26 8:26 9:26 10:26 11:26 Qio O©O @GoMiamiDade GO Miami -Dade Transit MIAMI•DAD miamidade.gov/transit 311 or 305.468.5900 TTY/Fla Relay: 711 EMI P U 16 NO MIS' MIAMI SHORES EL PORT, ARSHT CTR MOVER OMNI TERM NE 167 St 167 ST TERM ■ ■ HOME WALMART DEPOT MALL AT 163 ST NE 163 St '1 Q NE 125 St NE 15 Ave Ln 159 St NE 123 St v W z BISCAYNE PARK w Ja •C MIDTOWN 17 Terr m NE 14 St NORTH 04/2020 4 0 4- Q. NORTH MIAMI BEACH @GoMiamiDade GO Miami -Dade Transit 03.2021 miamidade.gov/transit 0 311 or 305.468.5900 TTY/Fla Relay: 711 NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca decision -making body NOR redew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 sN a=W cO�Qv M IAM I-DADE COUNTY NOTICE This submittal needs to be scheduled fora public hearing in accordance wth timelines set forth In the city of Miami Code. The appdw de decision -making bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 WEEKDAYS/ DIAS LABORABLES/JOU LASEMEN A--._� REVIEW Q" COt' NORTHBOUND RUMBO NORTE / DIREKSYON NO MANANA/ MORNING MATEN AM PM EVENING NOCHE / CHAKASWE Omni Terminal / Arsht Metromover 5:22 5:50 6:18 6:46 7:14 7:42 8:10 8:38 9:06 9:34 10:02 10:32 11:02 11:32 12:02 12:32 1:02 1:32 2:02 2:32 3:02 3:32 4:00 4:28 4:56 5:24 5:52 6:20 6:48 7:18 7:48 8:18 8:50 9:25 10:01 Biscayne Blvd & NE 36 St 5:28 5:56 6:26 6:54 7:22 7:50 8:19 8:47 9:14 9:42 10:10 10:40 11:10 11:40 12:11 12:41 1:11 1:41 2:12 2:42 3:14 3:44 4:12 4:40 5:08 5:36 6:04 6:31 6:59 7:26 7:56 8:26 8:58 9:33 10:09 Biscayne Blvd & NE 79 St 5:37 6:06 6:36 7:05 7:33 8:02 8:31 8:59 9:26 9:54 10:22 10:52 11:22 11:52 12:23 12:53 1:23 1:53 2:24 2:54 3:27 3:57 4:26 4:54 5:22 5:50 6:17 6:44 7:12 7:38 8:08 8:36 9:08 9:43 10:19 NE 6 Ave & 125 St 5:47 6:18 6:48 7:18 7:46 8:16 8:45 9:13 9:40 10:08 10:36 11:06 11:36 12:06 12:37 1:07 1:37 2:07 2:38 3:09 3:42 4:12 4:41 5:09 5:37 6:05 6:32 6:59 7:25 7:51 8:19 8:47 9:19 9:54 10:30 NE 167 St & 15 Ave 6:07 6:38 7:10 7:40 8:08 8:38 9:07 9:33 10:00 10:28 10:56 11:28 11:58 12:28 12:59 1:30 2:01 2:31 3:02 3:33 4:07 4:37 5:06 5:34 6:02 6:28 6:55 7:22 7:45 8:11 8:35 9:03 9:35 10:10 10:46 SOUTHBOUND RUMBO SUR/ DIREKSYON SID MORNING MANANA/ MATEN AM PM EVENING NOCHE/ CHAKASWE NE 167 St & 15 Ave 4:41 5:09 5:31 5:50 6:15 6:38 7:06 7:32 8:00 8:29 8:57 9:30 10:00 10:30 11:00 11:30 12:00 12:30 12:59 1:29 1:57 2:27 2:55 3:24 3:52 4:20 4:48 5:16 5:44 6:18 6:52 7:28 8:03 8:38 9:14 NE 6 Ave & 124 St 4:55 5:23 5:45 6:09 6:34 7:01 7:29 7:55 8:23 8:52 9:20 9:51 10:21 10:51 11:21 11:51 12:21 12:51 1:21 1:51 2:21 2:51 3:19 3:48 4:16 4:44 5:12 5:40 6:08 6:39 7:13 7:45 8:18 8:53 9:29 Biscayne Blvd & NE 79 St 5:07 5:35 5:57 6:25 6:50 7:18 7:46 8:12 8:40 9:09 9:37 10:08 10:38 11:08 11:38 12:08 12:38 1:08 1:38 2:08 2:38 3:08 3:36 4:05 4:33 5:01 5:29 5:57 6:25 6:56 7:28 8:00 8:32 9:07 9:43 Biscayne Blvd & NE 36 St 5:15 5:43 6:09 6:37 7:03 7:31 7:59 8:27 8:55 9:23 9:51 10:21 10:51 11:21 11:51 12:21 12:51 1:21 1:51 2:21 2:51 3:21 3:49 4:17 4:45 5:13 5:41 6:09 6:37 7:08 7:38 8:09 8:41 9:16 9:52 Omni Terminal / Arsht Metromover 5:20 5:48 6:16 6:44 7:12 7:40 8:08 8:36 9:04 9:32 10:00 10:30 11:00 11:30 12:00 12:30 1:00 1:30 2:00 2:30 3:00 3:30 3:58 4:26 4:54 5:22 5:50 6:18 6:46 7:16 7:46 8:16 8:48 9:23 9:59 Scheduled times are approximate. Actual arrival and departure times may vary depending on traffic and road conditions. / Las horas publlcadasson aproximadas, pues dependen del traflco yotras condlcionesde lasvias. Ore yo apwokslmatlf. Vre le blsyo ap rive oswa deplase kavarye selon kondlson slkllasyon sou woutyo. 016 O©O @GoMiamiDade ® GO Miami -Dade Transit MIAMFDA miamidade.gov/transit O 311 or 305.468.5900 TTY/Fla Relay: 711 '® SATURDAY / SABADO / SAM DI J, III This submidal needs in accordance Miami Code.The revrewthe Information recommendation PZ-21-10809 9�AREbi v I I to be scheduled with tmellnes set forth appdwde decision at the public hearing or a final 12/16/21 I fora pubic in the city -malting body to render decision. healing of will a 44 V �� LW COt' NORTHBOUND RUMBO NORTE/ DIREKSYON NO MANANA/ MORNING MATEN AM PM NOCHE EVENING / CHAKASWE Omni Terminal / Arsht Metromover 5:50 6:30 7:10 7:50 8:14 8:38 9:02 9:26 9:50 10:14 10:38 11:02 11:26 11:50 12:14 12:38 1:02 1:26 1:50 2:14 2:38 3:02 3:26 3:50 4:14 4:38 5:02 5:26 5:50 6:14 6:38 7:02 7:32 8:02 8:32 9:02 9:42 10:22 Biscayne Blvd & NE 36 St 5:56 6:36 7:17 7:57 8:21 8:45 9:10 9:34 9:58 10:22 10:46 11:10 11:34 11:58 12:22 12:46 1:10 1:34 1:58 2:22 2:46 3:10 3:34 3:58 4:22 4:46 5:10 5:34 5:58 6:22 6:45 7:09 7:39 8:09 8:39 9:09 9:49 10:29 Biscayne Blvd & NE 79 St 6:04 6:44 7:28 8:08 8:32 8:56 9:21 9:45 10:09 10:33 10:57 11:21 11:45 12:09 12:33 12:57 1:21 1:45 2:09 2:33 2:57 3:21 3:45 4:09 4:32 4:56 5:20 5:44 6:08 6:32 6:54 7:18 7:48 8:18 8:48 9:18 9:58 10:38 NE 6 Ave & 125 St 6:13 6:53 7:38 8:18 8:42 9:07 9:32 9:56 10:20 10:44 11:08 11:32 11:56 12:20 12:44 1:08 1:32 1:56 2:20 2:44 3:08 3:32 3:56 4:20 4:43 5:07 5:31 5:55 6:19 6:43 7:05 7:29 7:59 8:29 8:59 9:27 10:07 10:47 NE 167 St & 15 Ave 6:28 7:10 7:55 8:35 8:59 9:27 9:52 10:16 10:40 11:04 11:28 11:52 12:16 12:40 1:04 1:28 1:52 2:16 2:40 3:04 3:28 3:52 4:16 4:38 5:01 5:25 5:49 6:13 6:37 7:00 7:22 7:46 8:16 8:46 9:16 9:42 10:22 11:02 SOUTH BOUND RUM BO SU R / DIREKSYON SID MANANA MORNING / MATEN AM PM NOCH EVENING E / CHAK PSW E NE 167 St & 15 Ave 5:10 5:50 6:26 7:00 7:24 7:48 8:10 8:30 8:51 9:15 9:39 10:03 10:27 10:51 11:15 11:39 12:03 12:27 12:51 1:15 1:39 2:03 2:27 2:51 3:15 3:40 4:06 4:30 4:54 5:18 5:42 6:08 6:39 7:09 7:39 8:09 8:52 9:35 NE 6 Ave & 124 St Biscayne Blvd & NE 79 St 5:24 6:04 6:40 7:17 7:41 8:05 8:27 8:47 9:11 9:35 9:59 10:23 10:47 11:11 11:35 11:59 12:23 12:47 1:11 1:35 1:59 2:23 2:47 3:11 3:35 4:00 4:24 4:48 5:12 5:36 6:00 6:26 6:56 7:26 7:56 8:26 9:09 9:49 5:35 6:15 6:51 7:31 7:55 8:19 8:41 9:03 9:27 9:51 10:15 10:39 11:03 11:27 11:51 12:15 12:39 1:03 1:27 1:51 2:15 2:39 3:03 3:27 3:51 4:16 4:40 5:04 5:28 5:52 6:16 6:42 7:12 7:42 8:12 8:42 9:23 10:03 Biscayne Blvd & NE 36 St 5:43 6:23 7:01 7:41 8:05 8:29 8:51 9:15 9:39 10:03 10:27 10:51 11:15 11:39 12:03 12:27 12:51 1:15 1:39 2:03 2:27 2:51 3:15 3:39 4:03 4:27 4:51 5:15 5:39 6:03 6:27 6:52 7:22 7:52 8:22 8:52 9:33 10:13 Omni Terminal / Arsht Metromover 5:48 6:28 7:08 7:48 8:12 8:36 9:00 9:24 9:48 10:12 10:36 11:00 11:24 11:48 12:12 12:36 1:00 1:24 1:48 2:12 2:36 3:00 3:24 3:48 4:12 4:36 5:00 5:24 5:48 6:12 6:36 7:00 7:30 8:00 8:30 9:00 9:40 10:20 Scheduled times are approximate. Actual arrival and departure times may vary depending on traffic and road conditions. / Lashoraspublialassonaproximadas,puesdependendeltraflcoyotrascondlcionesdelasvias. Ore yoapwoksimatlf.Veleblsyoaprive oswadeplasekavarye elonkondlsyonsikllasyonsou woutyo. O©O @GoMiamiDade ® GO Miami -Dade Transit MIAMFDA miamidade.gov/transit 0311 or 305.468.5900 TTY/Fla Relay: 711 '® 16 J, II AU. I I I This submidal needs to be scheduled fora pubic hearing in accordance with tmellnes set forth in the city of Miami Code.The appdwde decision -making body will revrewthe Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 14, A 12/16/21 Ne 9��REViEw SUNDAY/DOMINGO/DIMANCH COvti1/40. NORTHBOUND RUMBO NORTE/ DIREKSYON NO MORNING MANANA/ MATEN AM PM NOCHE EVENING / CHAKASWE Omni Terminal / Arsht Metromover 6:02 6:42 7:22 7:52 8:27 8:57 9:27 9:57 10:27 10:57 11:27 11:57 12:27 12:57 1:27 1:57 2:27 3:07 3:37 4:07 4:37 5:07 5:37 6:08 6:38 7:18 Biscayne Blvd & NE 36 St 6:08 6:48 7:28 7:58 8:33 9:05 9:35 10:05 10:35 11:05 11:35 12:05 12:35 1:05 1:35 2:05 2:35 3:15 3:45 4:15 4:45 5:15 5:45 6:15 6:45 7:25 Biscayne Blvd & NE 79 St 6:17 6:57 7:37 8:07 8:42 9:15 9:45 10:15 10:45 11:15 11:45 12:15 12:45 1:15 1:45 2:15 2:45 3:25 3:55 4:25 4:55 5:25 5:55 6:25 6:55 7:35 NE 6 Ave & 125 St 6:27 7:07 7:47 8:17 8:52 9:26 9:56 10:26 10:56 11:26 11:56 12:26 12:56 1:26 1:56 2:26 2:56 3:36 4:06 4:36 5:06 5:36 6:06 6:36 7:06 7:46 NE 167 St & 15 Ave 6:43 7:23 8:03 8:33 9:10 9:44 10:14 10:44 11:14 11:44 12:14 12:44 1:14 1:44 2:14 2:44 3:14 3:54 4:24 4:54 5:24 5:54 6:23 6:53 7:23 8:03 SOUTH BOUND RUMBO SUR/ DIREKSYON SID MORNING MANANA/ MATEN AM PM NOCHE EVENING / CHAKASWE NE 167 St & 15 Ave 5:20 5:54 6:34 7:04 7:39 8:09 8:35 9:03 9:33 10:03 10:33 11:03 11:33 12:03 12:33 1:03 1:33 2:13 2:43 3:13 3:43 4:13 4:43 5:14 5:46 6:27 NE 6 Ave & 124 St 5:34 6:10 6:50 7:20 7:55 8:25 8:51 9:21 9:51 10:21 10:51 11:21 11:51 12:21 12:51 1:21 1:51 2:31 3:01 3:31 4:01 4:31 5:01 5:32 6:04 6:44 Biscayne Blvd & NE 79 St 5:45 6:23 7:03 7:33 8:08 8:38 9:06 9:36 10:06 10:36 11:06 11:36 12:06 12:36 1:06 1:36 2:06 2:46 3:16 3:46 4:16 4:46 5:16 5:47 6:18 6:58 Biscayne Blvd & NE 36 St 5:53 6:33 7:13 7:43 8:18 8:48 9:17 9:47 10:17 10:47 11:17 11:47 12:17 12:47 1:17 1:47 2:17 2:57 3:27 3:57 4:27 4:57 5:27 5:58 6:28 7:08 Omni Terminal / Arsht Metromover 6:00 6:40 7:20 7:50 8:25 8:55 9:25 9:55 10:25 10:55 11:25 11:55 12:25 12:55 1:25 1:55 2:25 3:05 3:35 4:05 4:35 5:05 5:35 6:06 6:36 7:16 Scheduled times are approximate Actual arrival and departure times may vary depending on traffic and road conditions. / Las horas publlcadas son aproximadas, puesdependen del traflco yotra condlcione de lasvias. Ore yo apwokslmatlf. Vre le blsyo ap rive oswa deplase ka varye selon kondlsyon sikllasyon sou woutyo. 016 O©O @GoMiamiDade ® GO Miami -Dade Transit MIAMFDA miamidade.gov/transit O 311 or 305.468.5900 TTY/Fla Relay: 711 '® NW 192 St 4J CO NW 192 St 4J 00 z Miami Gardens Dr 7 z (NW 186 St) Weekdays Only NW 87 Ave Montrose Rd Commerce Way 1141 97< W 60 St WESTLAND St MALL 112 • St N N W 49 St HIALEAH OKEECHOBEE GARDENS z W 20 Short Turn and Weekends 0 NORTH 09/2019 al MIAMI LAKES Miami Lakes Dr (NW 154 St) Oak Ln HIALEAH HIALEAH W & E 21 St W 18 St > @GoMiamiDade v Lu METRO RAIL v rn Hialeah DT—T NW 53 St v N z This submRtal needs to be scheduled for a public hearing In accordance whh timelines set forth in the City of Miami Code. The applicable decision -making body.Wll reAcw the information at the public hearing to render a recommenba0 on or a hnal decison. PZ-21-10809 12/16/21 LIBERTY CITY U a w CO z a) NE58St., m 0 co NW / NE 4St BROWNSVILLE GO Miami -Dade Transit 06.2020 miamidade.gov/transit 0311 or 305.468.5900 TTY/Fla Relay: 711 MIAMI M IAM I-DADE COUNTY This submittal needs to be scheduled for a pubic hearing in accordance wth timelines set forth In the city of Miami Code. The appdw de decision -making bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 WEEKDAYS /DIASLABORABLES/LASEMEN EASTBOUND RUMBO ESTE / DIREKSYON IFS NW 186 St & 84 Ave NW 82 Ave & 154 St NW 87 Ct & 114 St W 24 Ave & 60 St Hialeah W 49 St & 17 Ct Hialeah W 8 Av & 29 St Hialeah Hialeah Metrorail Station Hialeah Dr & E 4 Ave NW 54 St & 32 Ave QI Brownsville Metrorail Station �-. NW 54 St & 12 Ave NE 4 Ct & 57 St WESTBOUN RUMBO OEifE/:OIREKSYON 11N NE 4 Ct & 57 St NW 54 St & 12 Ave QI Brownsville Metrorail Station NW 54 St & 32 Ave Hialeah Dr & E 4 Ave QI Hialeah Metrorail Station W 8 Ave & 29 St Hialeah W 49 St & 17 Ct Westland Mall W 24 Ave & 60 St Hialeah NW 87 Ct & 114 St NW 82 Av & 154 St NW 186 St & 84 Ave 54 MORNING / MANANA/ MATEN 4:52 4:54 5:00 5:08 5:16 5:22 5:27 5:30 5:37 5:47 5:26 5:28 5:34 5:42 5:50 5:56 6:02 6:06 6:17 6:29 5:37 5:42 5:51 6:00 6:10 6:20 6:28 6:34 6:38 6:49 7:04 6:16 6:18 6:27 6:37 6:47 6:55 7:01 7:05 7:16 7:31 6:37 6:47 7:01 7:12 7:25 7:36 7:46 7:52 7:56 8:07 8:22 6:38 6:40 6:49 6:59 7:10 7:20 7:26 7:30 7:41 7:56 7:27 7:29 7:40 7:53 8:04 8:14 8:20 8:24 8:35 8:50 7:30 7:44 7:58 8:09 8:22 8:33 8:43 8:49 8:53 9:04 9:19 8:19 8:33 8:47 8:58 9:11 9:22 9:32 9:38 9:42 9:53 10:08 8:21 8:23 8:34 8:47 8:58 9:08 9:14 9:18 9:29 9:44 9:02 9:04 9:14 9:27 9:38 9:48 9:54 9:58 10:09 10:24 9:06 9:19 9:31 9:41 9:54 10:05 10:15 10:21 10:25 10:36 10:51 9:59 10:01 10:11 10:24 10:35 10:45 10:51 10:55 11:06 11:21 10:01 10:14 10:26 10:36 10:49 11:00 11:10 11:16 11:20 11:31 11:46 10:54 10:56 11:06 11:19 11:30 11:40 11:46 11:50 12:01 12:16 10:56 11:51 - 11:09 11:21 11:31 11:44 11:55 12:05 12:11 12:15 12:26 12:41 MORNING / MANANA / MATEN 5:00 5:09 5:16 5:19 5:24 5:30 5:39 5:47 5:52 6:05 6:14 5:20 5:29 5:36 5:39 5:44 5:50 5:59 6:09 6:15 6:18 5:40 5:49 5:56 5:59 6:06 6:13 6:24 6:34 6:40 6:53 7:02 5:55 6:06 6:14 6:18 6:25 6:32 6:43 6:53 6:59 7:02 6:15 6:26 6:34 6:38 6:45 6:52 7:06 7:19 7:26 7:42 6:40 6:51 6:59 7:03 7:10 7:18 7:32 7:45 7:52 7:55 6:55 7:07 7:17 7:21 7:28 7:36 7:50 8:03 8:10 8:26 7:15 7:27 7:37 7:41 7:48 7:56 8:10 8:23 8:30 8:33 7:45 7:57 8:07 8:11 8:18 8:26 8:40 8:53 9:00 9:15 8:10 8:22 8:32 8:36 8:43 8:51 9:05 9:20 9:27 9:30 8:35 8:47 8:57 9:01 9:08 9:18 9:31 9:46 9:53 10:08 9:05 9:18 9:28 9:32 9:39 9:49 10:02 10:17 10:24 10:27 9:35 9:48 9:58 10:02 10:09 10:19 10:32 10:47 10:54 11:09 10:05 10:18 10:28 10:32 10:39 10:49 11:02 11:17 11:24 11:27 10:35 11:05 10:48 10:58 11:02 11:09 11:19 11:32 11:47 11:54 12:09 11:18 11:28 11:32 11:39 11:49 12:02 12:17 12:24 12:27 11:35 11:48 11:58 12:02 12:09 12:19 12:32 12:47 12:54 1:09 12:04 12:16 12:26 12:39 12:50 1:00 1:06 1:10 1:21 1:36 11:54 11:56 12:06 12:19 12:30 12:40 12:46 12:50 1:01 1:16 - 12:56 - 1:54 - 2:52 - 3:47 4:32 - 12:54 12:56 1:06 1:19 1:30 1:40 1:46 1:50 2:01 2:16 1:09 1:21 1:31 1:44 1:55 2:05 2:11 2:15 2:26 2:41 1:54 1:56 2:06 2:19 2:30 2:40 2:46 2:50 3:01 3:16 2:07 2:19 2:29 2:42 2:53 3:05 3:11 3:15 3:26 3:41 2:47 2:49 2:59 3:12 3:24 3:36 3:42 3:46 3:57 4:12 3:05 3:19 3:31 3:44 3:56 4:08 4:14 4:18 4:29 4:44 3:42 3:44 3:56 4:09 4:21 4:33 4:39 4:43 4:54 5:09 3:59 4:13 4:25 4:38 4:50 5:02 5:08 5:12 5:23 5:38 4:44 4:58 5:10 5:23 5:35 5:47 5:53 5:57 6:08 6:23 4:36 4:38 4:50 5:03 5:15 5:27 5:33 5:37 5:48 6:03 - 5:21 5:14 5:16 5:28 5:41 5:53 6:05 6:11 6:15 6:26 6:41 5:33 5:47 5:59 6:12 6:24 6:36 6:42 6:45 6:54 7:07 - 6:12 - 7:07 6:10 6:12 6:24 6:37 6:45 6:53 6:59 7:02 7:11 7:24 6:24 6:38 6:45 6:55 7:03 7:11 7:17 7:20 7:29 7:42 7:01 7:03 7:10 7:20 7:28 7:36 7:42 7:45 7:54 8:07 7:16 7:29 7:36 7:46 7:54 8:02 8:08 8:11 8:20 8:33 7:47 7:49 7:56 8:06 8:14 8:22 8:28 8:31 8:40 8:53 8:24 8:26 8:33 8:43 8:51 8:59 9:05 9:08 9:17 9:30 9:18 9:20 9:27 9:37 9:44 9:51 9:56 9:59 10:07 10:17 10:06 10:08 10:13 10:21 10:28 10:35 10:40 10:43 10:51 11:01 11:37 11:39 11:44 11:52 11:59 12:06 12:11 12:14 12:22 12:32 AFTERNOON /TARDE /APRE MIDI 12:05 12:35 12:18 12:28 12:32 12:39 12:49 1:02 1:17 1:24 1:27 12:48 12:58 1:02 1:09 1:19 1:32 1:47 1:54 2:09 1:00 1:13 1:23 1:27 1:34 1:44 1:57 2:12 2:19 2:22 1:30 1:43 1:53 1:57 2:04 2:14 2:27 2:42 2:49 3:05 1:50 2:03 2:13 2:17 2:24 2:34 2:47 3:03 3:10 3:13 2:20 2:33 2:43 2:47 2:54 3:04 3:18 3:34 3:41 3:57 2:45 2:58 3:08 3:12 3:19 3:28 3:42 3:58 4:05 4:08 3:10 3:23 3:33 3:37 3:44 3:53 4:07 4:23 4:30 4:46 3:30 3:43 3:53 3:57 4:04 4:13 4:27 4:43 4:50 4:53 4:00 4:13 4:23 4:27 4:34 4:43 4:57 5:13 5:20 5:36 4:25 4:55 4:38 4:48 4:52 4:59 5:08 5:22 5:38 5:45 5:48 5:08 5:18 5:22 5:29 5:38 5:52 6:08 6:15 6:31 7:51 8:35 - 9:24 - 10:17 - 11:18 - 12:18 1:18 - 2:18 - 3:14 - 4:06 4:55 - 5:45 - 6:39 5:20 5:33 5:43 5:47 5:54 6:03 6:17 6:33 6:39 6:42 5:50 6:03 6:13 6:17 6:24 6:33 6:43 6:56 7:02 7:16 7:24 6:15 6:28 6:38 6:42 6:47 6:54 7:04 7:17 7:23 7:26 6:35 6:46 6:54 6:58 7:03 7:10 7:20 7:33 7:39 7:53 8:01 6:55 7:06 7:14 7:18 7:23 7:30 7:40 7:53 7:59 8:02 7:25 7:55 7:36 7:44 7:48 7:53 8:00 8:10 8:23 8:29 8:32 8:06 8:14 8:18 8:23 8:30 8:40 8:53 8:59 9:02 8:20 8:31 8:39 8:43 8:48 8:55 9:05 9:18 9:24 9:27 8:50 9:01 9:09 9:13 9:18 9:25 9:35 9:43 9:47 9:50 9:40 9:49 9:56 10:00 10:04 10:10 10:18 10:26 10:30 10:33 10:30 11:20 11:29 11:36 11:40 11:44 11:50 11:58 12:06 12:10 12:13 10:39 10:46 10:50 10:54 11:00 11:08 11:16 11:20 11:23 Scheduled times are approximate. Actual arrival and departure times may vary depending on traffic and road conditions. I Las horas publicadas son a proximadas, pues dependen del trafico y otras co ndicio nes de las vias, I Ore yo apwoksimatif, Vre le bis yo a p rive oswa deplase ka va rye selon kondisyon sikilasyon sou wout yo, MIAMFD This submittal needs to be scheduled for a public hearing in accordance wth timelines set forth In the city of Miami Code. The appdw de decision -making bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 EASTBOUND NNW ESTE/ DIREKSYON IES MORNING / MANANA/ MATEN SATURDAY / SABADO / SAMDI AFTERNOON /TARDE /APRE MIDI NW 87 Ct & 114 St W 24 Ave & 60 St Hialeah W 49 St & 17 Ct Hialeah W 8 Av & 29 St Hialeah Hialeah Metrorail Station Hialeah Dr & E 4 Ave NW 54 St & 32 Ave ,) Brownsville Metrorail Station NW 54 St & 12 Ave 5:14 5:16 5:23 5:31 5:39 5:46 5:51 5:54 6:01 NE4Ct&57 St 6:09 WESTBOUND RUMBO OESIE / DIREKSYON IWES NE 4 Ct & 57 St NW 54 St & 12 Ave Brownsville Metrorail Station NW 54 St & 32 Ave Hialeah Dr & E 4 Ave QI Hialeah Metrorail Station W 8 Ave & 29 St Hialeah W 49 St & 17 Ct Westland Mall W24 Ave &60 St Hialeah NW 87 Ct & 114 St 054 5:44 5:46 5:53 6:01 6:09 6:16 6:21 6:24 6:31 6:39 6:12 6:14 6:21 6:29 6:37 6:44 6:49 6:52 6:59 7:08 6:46 6:48 6:55 7:05 7:16 7:24 7:29 7:32 7:40 7:49 7:17 7:19 7:28 7:38 7:49 7:57 8:02 8:05 8:13 8:22 7:47 7:49 7:58 8:08 8:19 8:27 8:32 8:35 8:43 8:52 8:16 8:18 8:27 8:37 8:48 8:56 9:02 9:05 9:15 9:26 8:50 8:52 9:01 9:14 9:24 9:34 9:40 9:43 9:53 10:04 9:20 9:22 9:31 9:44 9:54 10:04 10:10 10:13 10:23 10:34 9:50 9:52 10:01 10:14 10:24 10:34 10:40 10:43 10:53 11:04 10:25 10:27 10:36 10:49 10:59 11:09 11:15 11:18 11:28 11:39 10:55 10:57 11:06 11:19 11:29 11:39 11:45 11:48 11:58 12:10 11:26 11:28 11:37 11:50 12:00 12:10 12:16 12:19 12:29 12:41 11:56 11:58 12:07 12:20 12:30 12:40 12:46 12:49 12:59 1:11 MORNING / MANANA/ MATEN 5:00 5:09 5:15 5:18 5:23 5:29 5:37 5:44 5:49 5:51 5:35 6:20 6:50 7:20 7:50 8:20 8:50 9:20 9:50 10:20 10:50 11:20 5:44 5:50 5:53 5:58 6:04 6:12 6:19 6:24 6:26 6:29 6:35 6:38 6:43 6:49 6:57 7:07 7:13 7:15 6:59 7:06 7:09 7:15 7:22 7:31 7:41 7:47 7:49 7:30 7:37 7:40 7:46 7:53 8:02 8:12 8:18 8:20 8:00 8:07 8:10 8:16 8:23 8:32 8:42 8:48 8:50 8:30 8:37 8:40 8:46 8:53 9:04 9:18 9:24 9:26 9:02 9:10 9:13 9:19 9:27 9:38 9:52 9:58 10:00 9:32 9:40 9:43 9:49 9:57 10:08 10:22 10:28 10:30 10:02 10:10 10:13 10:19 10:27 10:38 10:52 10:58 11:00 10:32 10:40 10:43 10:49 10:57 11:08 11:22 11:28 11:30 11:02 11:10 11:13 11:19 11:27 11:38 11:52 11:58 12:00 11:32 11:40 11:43 11:49 11:57 12:09 12:25 12:31 12:33 12:26 12:28 12:37 12:50 1:00 1:10 1:16 1:19 1:29 1:41 12:56 12:58 1:07 1:20 1:30 1:40 1:46 1:49 1:59 2:11 1:26 1:28 1:37 1:50 2:00 2:10 2:16 2:19 2:29 2:41 1:56 1:58 2:07 2:20 2:30 2:40 2:46 2:49 2:59 3:11 2:26 2:28 2:37 2:50 3:00 3:10 3:16 3:19 3:29 3:41 2:56 2:58 3:07 3:20 3:30 3:40 3:46 3:49 3:59 4:11 3:26 3:28 3:37 3:50 4:00 4:10 4:16 4:19 4:29 4:41 3:56 3:58 4:07 4:20 4:30 4:40 4:46 4:49 4:59 5:11 4:26 4:28 4:37 4:50 5:00 5:10 5:16 5:19 5:29 5:41 4:58 5:00 5:09 5:22 5:32 5:42 5:48 5:51 6:01 6:11 5:23 5:25 5:34 5:47 5:57 6:07 6:13 6:16 6:25 6:35 5:55 5:57 6:06 6:17 6:26 6:34 6:40 6:43 6:52 7:02 6:25 6:27 6:36 6:47 6:56 7:04 7:10 7:13 7:22 7:32 6:55 6:57 7:06 7:17 7:26 7:34 7:40 7:43 7:52 8:02 7:25 7:27 7:36 7:47 7:56 8:04 8:10 8:13 8:22 8:32 8:14 8:16 8:25 8:36 8:45 8:53 8:59 9:02 9:09 9:17 9:10 9:12 9:21 9:31 9:39 9:46 9:51 9:54 10:01 10:09 10:10 10:12 10:21 10:31 10:39 10:46 10:51 10:54 11:01 11:09 11:22 11:24 11:33 11:43 11:51 11:58 12:03 12:06 12:13 12:21 AFTERNOON /TARDE /APRE MIDI 11:50 12:20 12:02 12:11 12:14 12:20 12:28 12:40 12:56 1:02 1:04 12:32 12:41 12:44 12:50 12:58 1:10 1:26 1:32 1:34 12:50 1:20 1:50 2:20 2:50 3:20 3:50 4:20 4:50 5:20 5:50 6:20 6:50 7:20 7:50 8:50 9:50 10:20 1:02 1:11 1:14 1:20 1:28 1:40 1:56 2:02 2:04 1:32 1:41 1:44 1:50 1:58 2:10 2:26 2:32 2:34 2:02 2:11 2:14 2:20 2:28 2:40 2:56 3:02 3:04 2:32 2:41 2:44 2:50 2:58 3:10 3:26 3:32 3:34 3:02 3:11 3:14 3:20 3:28 3:40 3:56 4:02 4:04 3:32 3:41 3:44 3:50 3:58 4:10 4:26 4:32 4:34 4:02 4:11 4:14 4:20 4:28 4:40 4:56 5:02 5:04 4:32 4:41 4:44 4:50 4:58 5:10 5:26 5:32 5:34 5:02 5:11 5:14 5:20 5:28 5:40 5:56 6:02 6:04 5:32 5:41 5:44 5:50 5:58 6:10 6:22 6:28 6:30 6:02 6:10 6:13 6:18 6:25 6:35 6:47 6:53 6:55 6:30 6:38 6:41 6:46 6:53 7:03 7:15 7:21 7:23 7:00 7:08 7:11 7:16 7:23 7:33 7:45 7:51 7:53 7:30 7:38 7:41 7:46 7:53 8:03 8:15 8:21 8:23 8:00 8:08 8:11 8:16 8:23 8:33 8:45 8:51 8:53 9:00 9:07 9:10 9:14 9:20 9:28 9:37 9:42 9:44 9:59 10:06 10:09 10:13 10:19 10:27 10:36 10:41 10:43 10:29 10:36 10:39 10:43 10:49 10:57 11:06 11:11 11:13 11:20 11:29 11:36 11:39 11:43 11:49 11:57 12:06 12:11 12:13 MIAMFD This submittal needs to be scheduled fora pubic hearing in accordance wth timelines set forth In the City of Miami Code. The appdw de decision -making bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 SUNDAY/DOMINGO/DIMANCH EASTBOUND RUMBO ESTE / DIRERSYON IFS MORNING / MANANA/ MATEN a a AFTERNOON/TARDE / APRE MIDI NW 87 Ct & 114 St 5:05 6:13 7:22 8:02 8:42 9:23 10:03 10:43 11:23 12:03 12:43 1:28 2:08 2:48 3:28 4:13 4:53 5:33 6:10 6:50 7:25 8:15 9:15 10:15 11:27 W 24 Ave & 60 St Hialeah 5:07 6:15 7:24 8:04 8:44 9:25 10:05 10:45 11:25 12:05 12:45 1:30 2:10 2:50 3:30 4:15 4:55 5:35 6:12 6:52 7:27 8:17 9:17 10:17 11:29 W 49 St & 17 Ct Hialeah 5:12 6:20 7:30 8:10 8:50 9:32 10:12 10:52 11:32 12:13 12:53 1:38 2:18 2:58 3:38 4:23 5:03 5:43 6:18 6:58 7:33 8:23 9:22 10:22 11:34 W 8 Av & 29 St Hialeah 5:20 6:28 7:39 8:19 9:01 9:43 10:23 11:03 11:43 12:25 1:05 1:50 2:30 3:10 3:50 4:35 5:15 5:55 6:28 7:08 7:43 8:33 9:31 10:31 11:43 J Hialeah Metrorail Station 5:27 6:35 7:48 8:28 9:10 9:52 10:32 11:12 11:52 12:35 1:15 2:00 2:40 3:20 4:00 4:45 5:25 6:05 6:37 7:17 7:52 8:42 9:39 10:39 11:51 Hialeah Dr & E 4 Ave 5:35 6:43 7:56 8:36 9:18 10:00 10:40 11:20 12:01 12:44 1:24 2:09 2:49 3:29 4:09 4:54 5:34 6:12 6:44 7:24 7:59 8:49 9:46 10:46 11:58 NW 54 St & 32 Ave 5:40 6:48 8:01 8:41 9:23 10:05 10:45 11:25 12:06 12:49 1:29 2:14 2:54 3:34 4:14 4:59 5:39 6:17 6:49 7:29 8:04 8:54 9:51 10:51 12:03 g Brownsville Metrorail Station 5:43 6:51 8:04 8:44 9:26 10:08 10:48 11:28 12:09 12:52 1:32 2:17 2:57 3:37 4:17 5:02 5:42 6:20 6:52 7:32 8:07 8:57 9:54 10:54 12:06 NW 54 St & 12 Ave 5:50 6:58 8:13 8:53 9:35 10:17 10:57 11:37 12:19 1:02 1:42 2:27 3:07 3:47 4:27 5:12 5:52 6:28 7:00 7:40 8:15 9:05 10:00 11:00 12:12 NE 4 Ct & 57 St 5:58 7:07 8:22 9:04 9:46 10:28 11:08 11:48 12:30 1:13 1:53 2.38 3:18 3:58 4:38 5:23 6:03 6:36 7:08 7:48 8:23 9:13 10:08 11:08 12:20 WESTBOUND MORNING / MP.NANA/MATEN RUMBO OESTE / DIREKSYON IWES a a AFTERNOON/TARDE /APRE MIDI NE 4 Ct & 57 St 6:10 7:20 8:00 8:40 9:20 10:00 10:40 11:18 12:00 12:40 1:20 2:00 2:45 3 25 4:05 4:45 5:30 6:10 6:50 7:55 8:50 9:50 10:20 11:20 NW 54 St & 12 Ave 6:19 7:29 8:09 8:49 9:30 10:10 10:50 11:28 12:11 12:51 1:31 2:11 2:56 3:36 4:16 4:56 5:41 6:20 7:00 8:05 9:00 9:59 10:29 11:29 Brownsville Metrorail Station 6:26 7:36 8:16 8:56 9:38 10:18 10:58 11:36 12:19 12:59 1:39 2:19 3:04 3:44 4:24 5:04 5:49 6:28 7:08 8:13 9:06 10:05 10:35 11:35 NW 54 St & 32 Ave 6:29 7:39 8:19 8:59 9:41 10:21 11:01 11:39 12:22 1:02 1:42 2:22 3:07 3:47 4:27 5:07 5:52 6:31 7:11 8:16 9:09 10:08 10:38 11:38 Hialeah Dr & E 4 Ave 6:33 7:43 8:23 9:03 9:45 10:25 11:05 11:43 12:27 1:07 1:47 2:27 3:12 3:52 4:32 5:12 5:57 6:35 7:15 8:20 9:13 10:12 10:42 11:42 J Hialeah Metrorail Station 6:39 7:49 8:29 9:11 9:53 10:33 11:13 11:51 12:35 1:15 1:55 2:35 3:20 4:00 4:40 5:20 6:05 6:41 7:21 8:26 9:19 10:18 10:48 11:48 W 8 Ave & 29 St Hialeah 6:46 7:57 8:37 9:20 10:02 10:42 11:22 12:01 12:45 1:25 2:05 2:45 3:30 4:10 4:50 5:30 6:14 6:50 7:30 8:35 9:27 10:26 10:56 11:56 W 49 St & 17 Ct Westland Mall 6:53 8:06 8:46 9:30 10:12 10:52 11:32 12:14 12:58 1:38 2:18 2:58 3:43 4:23 5:03 5:43 6:25 7:01 7:41 8:46 9:35 10:34 11:04 12:04 W 24 Ave & 60 St Hialeah 6:57 8:10 8:50 9:35 10:17 10:57 11:37 12:20 1:04 1:44 2:24 3:04 3:49 4:29 5:09 5:49 6:30 7:06 7:46 8:51 9:39 10:38 11:08 12:08 NW 87 Ct & 114 St 7:00 8:13 8:53 9:38 10:20 11:00 11:40 12:23 1:07 1:47 2:27 3:07 3:52 4:32 5:12 5:52 6:33 7:09 7:49 8:54 9:42 10:41 11:11 12:11 54 O00 @GoMiamiDade ® GO Miami -Dade Transit MIAMFDA� miamidade.gov/transit O 311 or 305.468.5900 TTY/Fla Relay 711 '® 4 P U Vv 62 HIALEAH 0) < short turn EQ r* E13St oT w E9St 4Jr QQ co 0 w T w t TRIANGLE PARK DR. MARTIN LIBERTY LUTHER KING, JR. CITY STATI ON NW/NE62St NOTICE This submittal needs to be scheduled fora puboc hearing In accortlance whh tlmallnes set forth in the City of Miami Code. The appLIca decision -making body NOR redew the information at the pubec hearing to render a recommended on or a final decla on. ■■I NW7Ave d AUDREY M. EDMONSON TRANSIT VILLAGE @GoMiamiDade GO Miami -Dade Transit 07.2021 miamidade.gov/transit 0 311 or 305.468.5900 TTY/Fla Relay: 711 PZ-21-10809 12/16/21 sN VIEW cd M IAM I-DADE COUNTY 062 ,gyp PUBI./ �� c h'F Q- 2 NOTICE This submittal needs to be scheduled fora pubic hearing in accordance wtth timelines set forth In the city of Miami Code. The apptica decision -malting bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 WEEKDAYS/ DIAS LABORABLES/JOU LASEMEN REV1W CO' EASTBOUND RUMBO ESTE/ DIREKSYON IS MORNING /MAIVANA/MATEN AM PM TARDEY AFTERNOON NOCHE/APREMIDI AND EVENING AKASWE W 3 St & Palm Ave Hialeah 5:05 5:34 5:54 6:24 6:54 7:24 7:54 8:24 8:52 9:22 9:52 10:22 10:52 11:22 11:52 12:22 12:52 1:22 1:52 2:22 2:52 3:22 3:51 4:21 4:51 5:21 5:51 6:21 7:27 8:32 9:32 10:32 11:32 E 9 St & 8 Ave Hialeah 5:10 5:39 6:03 6:33 7:03 7:33 8:03 8:33 9:01 9:31 10:01 10:31 11:01 11:31 12:01 12:31 1:01 1:31 2:01 2:31 3:01 3:31 4:00 4:30 5:00 5:30 6:00 6:30 7:34 8:38 9:38 10:38 11:38 NW 62 St & NW 32 Ave 5:13 5:42 6:07 6:37 7:07 7:37 8:07 8:37 9:06 9:36 10:06 10:36 11:06 11:36 12:06 12:36 1:06 1:36 2:06 2:36 3:06 3:36 4:05 4:35 5:05 5:35 6:05 6:35 7:38 8:43 9:43 10:43 11:43 Dr Martin Luther King Jr Station 5:16 5:45 6:11 6:41 7:11 7:41 8:11 8:41 9:11 9:41 10:11 10:41 11:11 11:41 12:11 12:41 1:11 1:41 2:11 2:41 3:11 3:41 4:10 4:40 5:10 5:40 6:10 6:40 7:42 8:46 9:46 10:46 11:46 NW 7 Ave Transit Village 5:25 5:54 6:24 6:54 7:24 7:54 8:24 8:54 9:24 9:54 10:24 10:54 11:24 11:54 12:24 12:54 1:24 1:54 2:24 2:54 3:24 3:54 4:24 4:54 5:24 5:54 6:24 6:54 7:55 8:56 9:56 10:56 11:56 NE 61 St & Biscayne Blvd 5:35 6:05 6:35 7:05 7:35 8:05 8:35 9:05 9:35 10:05 10:35 11:05 11:35 12:05 12:35 1:05 1:35 2:05 2:35 3:05 3:35 4:05 4:35 5:05 5:35 6:05 6:35 7:05 8:05 9:05 10:05 11:05 12:05 WESTBOUND RUMBO OESTE / DIREKSYON IWES MORNING /MAIVANA/MATEN AM PM TARDE AFTERNOON Y AND NOCHE /APREMIDI EVENING AKASWE NW 62 St & Biscayne Blvd 5:45 6:15 6:45 7:15 7:45 8:15 8:45 9:15 9:45 10:15 10:45 11:15 11:45 12:15 12:45 1:15 1:45 2:15 2:45 315 3:45 4:15 4:45 5:15 5:45 6:15 6:45 7:15 8:15 9:15 10:15 11:15 NW 7 Ave Transit Village 5:56 6:28 6:58 7:28 7:58 8:28 8:58 9:28 9:58 10:28 10:58 11:28 11:58 12:28 12:58 1:28 1:58 2:28 2:58 3:28 3:58 4:29 4:59 5:29 5:59 6:29 6:59 7:27 8:27 9:25 10:25 11:25 Dr Martin Luther King Jr Station 6:09 6:41 7:11 7:41 8:11 8:41 9:12 9:42 10:12 10:42 11:12 11:42 12:12 12:42 1:12 1:42 2:12 2:42 3:12 3:42 4:12 4:43 5:13 5:43 6:13 6:43 7:13 7:40 8:40 9:36 10:36 11:36 NW 62 St & 32 Ave 6:14 6:46 7:16 7:46 8:16 8:46 9:19 9:49 10:19 10:49 11:19 11:49 12:19 12:49 1:19 1:49 2:19 2:49 3:19 3:49 4:16 4:47 5:17 5:47 6:17 6:47 7:17 7:44 8:44 9:40 10:40 11:40 E 9 St & 8 Ct Hialeah 6:19 6:51 7:21 7:51 8:21 8:51 9:24 9:54 10:24 10:54 11:24 11:54 12:24 12:54 1:24 1:54 2:24 2:54 3:24 3:54 4:21 4:52 5:22 5:52 6:22 6:52 7:20 7:47 8:47 9:43 10:43 11:43 W 3 St & Palm Ave Hialeah 6:27 6:59 7:29 7:59 8:29 8:59 9:32 10:02 10:32 11:02 11:32 12:02 12:32 1:02 1:32 2:02 2:32 3:02 3:32 4:03 4:30 5:01 5:31 6:01 6:31 7:01 7:27 7:54 8:54 9:49 10:49 11:49 Scheduled times are approximate. Actual arrival and departure times may vary depending on traffic and road conditions. Las horas publlcadas son aproximadas, pue dependen del traflco yotras condlciones de lasvias. Oreyo apwokslmatlf. Vre le blsyo ap rive oswa deplase ka varye selon kondlsyon sikllasyon souwoutyo. O©O @GoMiamiDade ® GO Miami -Dade Transit MIAMFDA miamidade.gov/transit 0311 or 305.468.5900 TTY/Fla Relay: 711 '® NOTICE This submittal needs to be scheduled fora pubic hearing in accordance wth timelines set forth In the city of Miami Code. The appdw de decision -making bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 A--._ — Q" SATURDAY / SABADO / SAMDI REVIEW COt' EASTBOUND RUMBOESTE/DIREKSYONIS MORNING MANANA/MATEN 20 FROM AM DESDE/DE min PM TO HASTA/A EVENING NOCHE/ASWE W 3 St & Palm Ave Hialeah 5:18 5:48 6:18 6:32 7:15 7:55 — — — — — E 9 St & 8 Ave Hialeah 5:23 5:53 6:23 6:39 7:23 8:03 8:44 9:26 10:06 10:46 11:16 NW 62 St & NW 32 Ave 5:26 5:56 6:26 6:43 7:27 8:07 8:48 9:30 10:10 10:50 11:20 Dr Martin Luther King Jr Station 5:29 5:59 6:29 6:48 7:30 8:10 8:51 9:33 10:13 10:53 11:23 NW 7 Ave Transit Village 5:38 6:08 6:38 7:01 7:41 8:21 9:02 9:42 10:22 11:02 11:32 NE 61 St & Biscayne Blvd 5:45 6:15 6:45 7:10 7:50 8:30 9:10 9:50 10:30 11:10 11:40 MORNING MANANA/MATEN 20 FROM AM DESDE/DE min PM HASTA/A TO EVENING NOCHE/ASWE WESTBOUND RUMBOOESTE/DIREKSYONIWES NE 62 St & Biscayne Blvd 5:51 6:21 6:51 7:19 7:19 07:59 8:39 9:19 9:59 10:39 11:19 11:59 NW 7 Ave Transit Village 6:00 6:30 7:03 7:31 7:30 08:10 8:50 9:29 10:09 10:49 11:29 12:09 Dr Martin Luther King Jr Station 6:10 6:40 7:17 7:45 7:42 08:22 9:02 9:40 10:20 11:00 11:40 12:20 NW 62 St & 32 Ave 6:13 6:43 7:21 7:49 7:46 08:26 9:06 9:44 10:24 11:04 11:44 12:24 E 9 St & 8 Ct Hialeah 6:17 6:47 7:26 7:54 7:49 08:29 9:09 9:47 10:27 11:07 11:47 12:27 6:21 6:51 7:31 7:59 7:53 — — — — — — — W 3 St & Palm Ave Hialeah Scheduled times are approximate. Actual arrival and departure times may vary depending on traffic and road conditions. Las horas publlcadas son aproximadas,puesdependen del traflco yotras condlciones de lasvias. Oreyo apwokslmatlf. Vre le blsyo ap rive oswa deplase ka varye selon kondlsyon sikllasyon souwoutyo. O©O @GoMiamiDade ® GO Miami -Dade Transit MIAMFDA miamidade.gov/transit O 311 or 305.468.5900 TTY/Fla Relay: 711 '® 62 062 NOTICE This submittal needs to be scheduled fora pubic hearing in accordance wth timelines set forth In the city of Miami Code. The appdw de decision -making bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 SUNDAY/ DOMINGO / DIMANCH REVIEW COIF EASTBOUND RUMBO ESTE/ DIREKSYON IS MORNING /MANANA/MATEN AM PM TARDEY AFTERNOON AND EVENING NOCHE/APREMIDI AKASW1 W 3 St & Palm Ave Hialeah 6:39 7:05 7:35 8:05 8:35 9:05 9:35 10:05 10:35 11:05 11:35 12:05 12:35 1:05 1:35 2:05 2:35 3:05 3:35 4:05 4:35 5:05 5:35 6:05 6:35 7:07 7:37 8:07 8:37 9:09 — — E 9 St & 8 Ave Hialeah 6:44 7:12 7:42 8:12 8:42 9:12 9:42 10:12 10:42 11:12 11:42 12:12 12:42 1:12 1:42 2:12 2:42 3:12 3:42 4:12 4:42 5:12 5:42 6:12 6:42 7:14 7:44 8:14 8:44 9:15 10:15 11:15 NW 62 St & NW 32 Ave 6:47 7:16 7:46 8:16 8:46 9:16 9:46 10:16 10:46 11:16 11:46 12:16 12:46 1:16 1:46 2:16 2:46 3:16 3:46 4:16 4:46 5:16 5:46 6:16 6:46 7:17 7:47 8:17 8:47 9:19 10:19 11:19 Dr Martin Luther King Jr Station 6:50 7:20 7:50 8:20 8:50 9:20 9:50 10:20 10:50 11:20 11:50 12:20 12:50 1:20 1:50 2:20 2:50 3:20 3:50 4:20 4:50 5:20 5:50 6:20 6:50 7:21 7:51 8:21 8:51 9:22 10:22 11:22 NW 7 Ave Transit Village 7:01 7:31 8:01 8:31 9:01 9:31 10:01 10:31 11:01 11:31 12:01 12:31 1:01 1:31 2:01 2:31 3:01 3:31 4:01 4:31 5:01 5:31 6:01 6:31 7:01 7:31 8:01 8:31 9:01 9:31 10:31 11:31 NE 61 St & Biscayne Blvd 7:10 7:40 8:10 8:40 9:10 9:40 10:10 10:40 11:10 11:40 12:10 12:40 1:10 1.40 2.10 2:40 3:10 3:40 4:10 4:40 5:10 5:40 6:10 6:40 7:10 7:40 8:10 8:40 9:10 9:40 10:40 11:40 WESTBOUND RUMBO OESTE / DIREKSYON IWES MORNING / MANANA/ MATEN AM PM TARDE AFTERNOON Y NOCHE AND EVENING /APREMIDI AKASWE 8:19 8:49 9:19 9:49 10:19 10:49 11:19 11:49 12:19 12:49 1:19 1:49 2:19 2:49 3:19 3 49 419 4:49 5:19 5:49 6:19 6:49 7:19 7:49 8:19 8:49 9:44 10:44 NW 62 St & Biscayne Blvd 6:49 7:19 7:49 NW 7 Ave Transit Village 6:57 7:30 8:00 8:30 9:00 9:30 10:00 10:30 11:00 11:30 12:00 12:30 1:00 1:30 2:00 2:30 3:00 3:30 4:00 4:30 5:00 5:30 6:00 6:30 7:00 7:29 7:59 8:29 8:59 9:53 10:53 Dr Martin Luther King Jr Station 7:10 7:43 8:13 8:43 9:13 9:43 10:13 10:43 11:13 11:43 12:13 12:43 1:13 1:43 2:13 2:43 3:13 3:43 4:13 4:43 5:13 5:43 6:13 6:43 7:12 7:41 8:11 8:41 9:11 10:04 11:04 NW 62 St & 32 Ave 7:14 7:47 8:17 8:47 9:17 9:47 10:17 10:47 11:17 11:47 12:17 12:47 1:17 1:47 2:17 2:47 3:17 3:47 4:18 4:48 5:18 5:48 6:18 6:48 7:16 7:45 8:15 8:45 9:14 10:07 11:07 E 9 St & 8 Ct Hialeah 7:18 7:51 8:21 8:51 9:21 9:51 10:21 10:51 11:21 11:51 12:21 12:51 1:21 1:51 2:21 2:51 3:21 3:51 4:21 4:51 5:21 5:51 6:21 6:51 7:19 7:48 8:18 8:48 9:17 10:10 11:10 W 3 St & Palm Ave Hialeah 7:26 7:59 8:29 8:59 9:29 9:59 10:29 10:59 11:29 11:59 12:29 12:59 1:29 1:59 2:29 2:59 3:29 3:59 4:29 4:59 5:29 5:59 6:29 6:59 7:25 7:54 8:24 8:54 — — — Scheduled times are approximate. Actual arrival and departure times may vary depending on traffic and road conditions. Las horas publlcadas son aproximada puesdependen del traflco yotras condlciones de lasvias. Oreyo apwokslmatlf. Vre le blsyo ap rive oswa deplase ka varye selon kondlsyon sikllasyon souwoutyo. O©O @GoMiamiDade ® GO Miami -Dade Transit MIAMFDA miamidade.gov/transit 0311 or 305.468.5900 TTY/Fla Relay: 711 '® O GVT CTR 93 BISCAYNE MAX LIMITED STOPS 19 5t to 163 5t Aventura Blvd / NE 199 St MAKES ALL LOCAL STOPS NORTH OF 163 ST NORTH MIAMI MIAMI SHORES UPPER EAST SIDE DOWNTOWN BUS > TERMINAL 6 NE3St Flagler St SW/SE1 St • 163 ST v 151 ST 146 ST 135 ST 123 ST SANS SOUCI BLVD 107 ST 96 ST 91 ST 79 ST 70 ST (NORTHBOUND) 71 ST (SOUTHBOUND) 62 ST 54 ST 36 ST m • 29 ST a) > • 19 ST u @GoMiamiDade EDGEWATER MAKES ALL LOCAL STOPS SOUTH OF 19 ST THE AT A GO Miami -Dade Transit 06.2020 miamidade.gov/transit 0 311 or 305.468.5900 TTY/Fla Relay: 711 This submittal needs to bescheduled fora pubic hearing In accordance whh timelines set forth in the City of Miaml Code. The applied de decision -malting body NOR reWew the information at the public hearing to render a recommendation or a final declaon. PZ-21-10809 12/16/21 GARAGE NORDSTROM NORTH 10/2019 M IAM I-DADE COUNTY 93 BISCAYNE MAX NORTHBOUND RUMBO NORTE / DIREKSYON No IM DOWNTOWN TERMINAL BISCAYNE BLVD & NE 15 ST BISCAYNE BLVD & NE 36 ST BISCAYNE BLVD & NE 79 ST BISCAYNE BLVD & NE 123 ST BISCAYNE BLVD & NE 163 ST { TERMINAL AVENTURA MALL SOUTHBOUND RUMBO SUR / DIREKSYON SID 1 TERMINAL AVENTURA MALL BISCAYNE BLVD & NE 163 ST BISCAYNE BLVD & NE 123 ST BISCAYNE BLVD & NE 79 ST BISCAYNE BLVD & NE 36 ST BISCAYNE BLVD & NE 15 ST DOWNTOWN TERMINAL MORNING / MANANA / MATEN 5:24 5:32 5:37 FROM DESDE/DE 5:44 5:52 5:57 WEEKDAYS / DIAS LABORABLES / LASEMEN HASTA/A 10:06 10:19 10:26 5:45 1 6:05 10:34 5:53 6:02 6:14 FROM DESDE/DE 5:45 5:55 6:02 6:12 6:21 6:26 6:14 6:23 6:35 10:44 10:53 11:07 8:56 9:10 9:18 9:29 9:39 9:44 6:37 T 9:56 MORNING / MANANA/MATEN 10:30 10:43 10:50 10:58 11:09 11:19 9:20 9:34 9:42 9:53 10:03 10:08 10:20 11:33 11:00 11:13 11:20 11:28 11:39 11:49 12:04 9:49 10:03 10:12 10:24 10:33 10:38 11:30 11:43 11:50 11:58 12:09 12:20 10:20 10:3 10:43 10:55 11:0 11:09 10:50 11:20 AFTERNOON / TARDE /APRE MIDI 12:00 12:13 12:20 12:30 12:43 12:50 1:00 1:13 1:21 12:29 12:59 1:30 12:40 12:51 1:10 1:21 12:35 1:07 1:37 1:41 1:52 2:08 ANANA/ MATEN m 10:49 11:18 11:47 11:04 11:33 12:02 11:13 11:42 12:12 11:25 11:54 12:24 11:34 12:03 12:33 11:39 12:09 12:39 11:50 12:20 12:50 1:30 1:43 1:51 DFR 2: 2:14 2:22 2:00 1 2:31 2:12 2:23 2:39 AFTER- NOON/ TARDE/ APRE MIDI 12:16 12:31 12:41 12:53 1:03 1:09 1:20 2:43 2:54 3:11 This submittal needs to be scheduled fora pubUc hearing In accordance vat timelines set forth In the Clty or Miami Code. The applicable decision -making body will review theinfom,allon at the public hearing to rendera recormendatori or a final decision. PZ-21-10809 12/16/21 7:07 7:24 7:16 I 7:33 7:26 7:34 7:46 EVERY CADA/CHAK 1 5 min TO DESDE/DE HASTA/A 12:46 1:01 1:11 1:23 1:33 1:39 1:50 5:32 5:49 6:00 6:11 6:20 6:25 6:35 7:43 7:51 8:03 7:44 7:53 8:03 8:11 8:22 EVENING / NOCHE / CHAKASWE 5:53 6:10 6:20 6:31 6:40 6:45 6:55 6:15 6:30 6:40 6:51 7:00 7:05 7:15 Scheduled times are approximate. Actual arrival and departure times may vary depending on traffic and road conditions. Las horas publicadas son aproximadas, pues dependen del trafico y otras condiciones de las vias. Ore yo apwoksimatif. Vre le bis yo ap rive oswa deplase ka varye selon kondisyon sikilasyon sou woutyo. 0 © O @GoMiamiDade GO Miami -Dade Transit ��ee6eP, miamidade.gov/transit O 311 or 305.468.5900 TTY/Fla Relay: 711 MIAMI•DADE COUNTY 202 LITTLE HAITI CONNECTION NW 81 St / 82 St NW 79 St 8, St a) z NW 83 St NW/NE71 St LITTLE HAITI NW/NE62St DESIGN DISTRICT @GoMiamiDade a) cJ z WEEKDAY MIDDAY (see schedule) SH NE 79 St N Miami Ave • • • . EDISON MIDDLE SCHOOL ■ ■ N Miami Ave ■ ■ NW/NE 39St■■■ 38St■■■ • . a) E cj z NE 36 St a) CV w z NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -making body NOR rodew the information at the pubkc hearing to render a recommended on or a final decla on. P NW/NE54 St a) CV W z GO Miami -Dade Transit 07.2021 miamidade.gov/transit 0 311 or 305.468.5900 TTY/Fla Relay: 711 PZ-21-10809 12/16/21 a) w z BUENA VISTA CVS 0 NORTH 06/2016 M IAM I-DADE COUNTY EEKDAYS / DIAS LABORABLES / JOU LASEM NORTHBOUND RUMBO NORTE DIREKSYON NO NMiamiAve&NE38St NE 54 St & NE 2 Ave (W/F) NE 2 Ave & 62 St NW71St&2Ave NW 85 St Rd & 5 Ave NW 83 St & 5 Ave NE 5 Ave & 81 St SOUTHBOUND RUMBO SUR DIREKSYON SID NE 5 Ave & 81 St MORNING AM MANANA/ MATEN 8:30 9:30 10:15 11:00 8:34 9:34 10:19 11:04 8:42 9:42 10:27 11:12 10:33 11:18 8:49 8:56 9:55 10:40 11:25 11:45 12:10 AFTERI TARDE /AP1 NOTICE This subrntaL needs to be scheduled for a public hearing In accordance with timelines set forth In the CIIy of Miami Code. The applicable decision -making body rail) reWew theinlonnahon at the public hearing to render recommendah on or a final decia on. PZ-21-10809 12/16/21 12:30 1:15 2:00 2:45 3:40 4:45 12:42 1:27 2:12 2:57 12:48 1:33 2:18 3:04 3:52 4:57 5:58 3:59 5:04 6:05 12:55 1:40 2:25 8:57 9:56 10:41 9:05 110:04 11:26 12:11 12:56 1:41 2:26 3:11 4:06 5:11 6:12 10:49 11:34 12:19 1:04 1:49 2:34 - MORNING MANANA/ MATEN AM 9:30 10:15 11:00 11:45 PM AFTERNOON TARDE/APREMIDI 12:30 1:15 2:00 2:50 NW 83 St & 5 Ave 7:56 8:56 9:40 10:25 NW 85 St Rd & 5 Ave NW 2 Ave & 71 St 18:05 9:05 9:50 10:35 NE 2 Ave & 63 Terr NE54St&NE2Ave NMiamiAve&Ne38St 8:11 11:10 11:55 12:40 1:25 2:10 3:01 4:06 5:11 - - 9:42110:27111:12111:5712:42 1:27 2:12 11:2012:05 12:50 1:35 2:20 3:03 3:12 4:15 5:20 9:11 9:56 10:41 11:26 12:11 12:56 1:41 2:26 3:19 4:22 5:27 T 8:19 9:18 10:03 10:48 11:33 12:18 1:03 1:48 2:33 3:26 4:29 5:34 8:24 9:23 10:08 10:53 11:38 12:23 1:08 1:53 2:38 3:31 4:34 5:39 Scheduled times are approximate. Actual arrival and departure times may vary depending on traffic and road conditions. / Las horas publicadas son aproximadas, pues dependen del trafico y otras condiciones de las vias. Ore yo apwoksimatif. / Vre le bis yo ap rive oswa deplase ka varye selon kondisyon sikilasyon sou wout yo. 202 LITTLE HAITI CONNECTION O © O @GoMiamiDade A°ps}OYe GO Miami -Dade Transit "ay MIAMPDADE miamidade.gov/transit e 311 or 305.468.5900 TTY/Fla Relay: 711 COUNTY 9:48 EKENDS / FINES DE SEMANA / WIKENN NORTHBOUND RUMBO NORTE DIREKSYON NO NMiamiAve&NE38St NE 54 St & NE 2 Ave (W/F) NE 2 Ave & 62 St NW71St&2Ave NW 83 St & 5 Ave SOUTHBOUND RUMBO SUR DIREKSYON SID NW 83 St & 5 Ave NW 2 Ave & 71 St NE2Ave&63Terr NE54St&2Ave NMiamiAve&NE38St MORNING AM MANANA / MATEN 8:30 8:33 8:39 8:44 9:30 9:33 9:40 9:45 10:30 10:33 11:30 11:33 10:40 10:45 11:40 11:45 8:51 9:54 10:54 11:54 7:51 7:58 8:03 8:09 12:30 1:30 12:33 1:33 12:40 1:40 12:45 1:45 12:54 MORNING MANANA/ MATEN AM 8:51 8:58 9:04 9:10 9:53 10:01 10:07 10:13 10:53 11:01 11:07 11:13 8:13 9:14 10:17 11:17 11:53 12:01 12:07 12:13 12:17 1:54 12:53 1:01 1:07 1:13 1:17 2:30 This subrntaL needs to be schedu led for a public hearing In accordance with timelines set forth In the CIIy of Miami Code. The applicable decision -making body rail) reWew theinlonnahon at the public hearing to render recommendation or a final deco on. 3:30 2:33 3:33 2:40 3:40 2:45 3:45 2:54 3:54 4:33 4:39 4:44 4:52 AFTERNOON TARDE / APREMIDI 1:53 2:01 2:07 2:13 2:17 2:53 3:01 3:07 3:13 3:17 3:53 4:01 4:06 4:12 4:16 5:33 5:39 5:44 5:52 4:51 4:59 5:04 5:10 5:14 5:51 5:59 6:04 6:10 6:13 Scheduled times are approximate. Actual arrival and departure times may vary depending on traffic and road conditions. / Las horas publicadas son aproximadas, pues dependen del trafico y otras condiciones de las vias. Ore yo apwoksimatif. / Vre le bis yo ap rive oswa deplase ka varye selon kondisyon sikilasyon sou wout yo. 202 LITTLE HAITI CONNECTION O © O @GoMiamiDade APPS .,1 Pa GO Miami -Dade Transit ° "ay MIAMPDADE miamidade.gov/transit 0311 or 305.468.5900 TTY/Fla Relay: 711 COUNTY 4 PURL/ G 0 4- Q NOTICE This submittal needs to be' scheduled fora pubic hearing In acoordanre whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubc hearing to render a recommended on or a final decM on. PZ-21-10809 12/16/21 sN SEW cO�Qv Appendix F Trip Generation PUB(, o' y 0 0 a NOTICE This submittal needs b be scheduled for a puboc hearing in accordance with timelines set forth in the City of Miami Code.The applica de decision -making bcdywill renew the infonna0on at the pubs hearing to render a recommendation or a final decision. ti 4114EVIEw CO - PZ-21-10809 12/16/21 Trip Generation Calculations 2 DAILY TRIP GENERATION COMPARISON This submittal needs to be scheduled fora public hearing in accordance wtth timelines set forth In the city of Miami Code. The apptica decision -malting bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 EXISTING DAILY TRIP GENERATION ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION BASELINE TRIPS MULTIMODAL REDUCTION GROSS TRIPS INTERNAL CAPTURE EXTERNAL VEHICLE TRIPS PASS- 4 CAPTURE AL TRIPS RNW Land Use Land Use Type ITE Edition ITE Code Scale RE Units Percent In Out Total Percent MR Trips In Out Total Percent IC Trips In Out Total Percent PB Trips In Out Total In Out G R O U P 1 1 Multifamily Housing (Low -Rise) aealaemlal 10 220 512 du 50% 50% 1,915 1,915 3,830 20.0% 766 1,532 1,532 3,064 0.0% 0 1,532 1,532 3,064 0.0% 0 1,532 1,532 3,064 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ITE Land Use Code Rate or Equa on Total: 1,915 1,915 3,830 20.0% 766 1,532 1,532 3,064 0.0% 0 1,532 1,532 3,064 0.0% 0 1,532 1,532 3,064 220 Y=7.56*(X)+-40.86 PROPOSED DAILY TRIP GENERATION ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION BASELINE TRIPS MULTIMODAL REDUCTION GROSS TRIPS INTERNAL CAPTURE EXTERNAL VEHICLE TRIPS PASS -BY CAPTURE NET NEW EXTERNAL TRIPS Land Use Land Use Type ITE Edition ITE Code Scale RE Units Percent In Out Total Percent MR Trips In Out Total Percent IC Trips In Out Total Percent PB Trips In Out Total In Out G R O U P 2 1 Multifamily Housing (High -Rise) aealaemlal 10 222 2929 du 50% 50% 5,876 5,876 11,752 20.0% 2,350 4,701 4,701 9,402 20.4% 1,914 3,678 3,810 7,488 0.0% 0 3,678 3,810 7,488 2 General Office Building Office 10 710 168.011 ksf 50% 50% 878 878 1,756 20.0% 351 702 703 1,405 28.9% 407 475 523 998 0.0% 0 475 523 998 3 Shopping Center aetall 10 820 296.297 ksf 50% 50% 6,292 6,292 12,584 20.0% 2,517 5,033 5,034 10,067 23.9% 2,402 3,949 3,716 7,665 0.0% 0 3,949 3,716 7,665 4 Hotel hotel 10 310 400 room 50% 50% 2,045 2,045 4,090 20.0% 818 1,636 1,636 3,272 11.1% 364 1,439 1,469 2,908 0.0% 0 1,439 1,469 2,908 5 Junior/Community College Office 10 540 43.76 ksf 50% 50% 443 443 886 20.0% 177 355 354 709 28.9% 205 240 264 504 0.0% 0 240 264 504 6 7 8 9 10 11 12 13 14 15 ITE Land Use Code Rate or Equa on Total: 15,534 15,534 31,068 20.0% 6,213 12,427 12,428 24,855 21.3% 5,292 9,781 9,782 19,563 0.0% 0 9,781 9,782 19,563 222 710 820 310 540 Y=3.94*(X)+211.81 LN(Y) = 0.97*LN(X)+2.5 LN(Y) = 0.68*LN(X)+5.57 Y=11.29*(X)+-426.97 Y=20.25(X) K:\FTLTPTO\043752001-Sabal Palm Village \ Gales \trip gen\TRIP GEN 10_Redevelopment 09 23 2021.xlsx: PRINT -DAILY 9/23/2021,1:32 PM IN OUT TOTAL NET NEW TRIPS 8,249 8,250 16,499 AM PEAK HOUR TRIP GENERATION COMPARISON EXISTING WEEKDAY AM PEAK HOUR TRIP GENERATION This submittal needs to be scheduled for a pubic hearing in accordance wtth timelines set forth In the City of Miami Code. The apptica decision -malting bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION BASELINE TRIPS MULTIMODAL REDUCTION GROSS TRIPS INTERNAL CAPTURE EXTERNAL VEHICLE TRIPS PASS-B CAPTURE 1' w AL TRIPS Land Use RE Edition ITE Code Scale ITE Units Percent In Out Total Percent MR Trips In Out Total Percent IC Trips In Out Total Percent PB Trips In Out Total In Out G R O U P 9 1 Multifamily Housing (Low -Rise) 10 220 512 du 23% 77% 52 173 225 20.0% 45 42 138 180 0.0% 0 42 138 180 0.0% 0 42 138 180 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ITE Land Use Code Rate or Equation Total: 52 173 225 20.0% 45 42 138 180 0.0% 0 42 138 180 0.0% 0 42 138 180 220 LN(Y) = 0.95"LN(X)+-0.51 PROPOSED WEEKDAY AM PEAK HOUR TRIP GENERATION ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION BASELINE TRIPS MULTIMODAL REDUCTION GROSS TRIPS INTERNAL CAPTURE EXTERNAL VEHICLE TRIPS PASS -BY CAPTURE NET NEW EXTERNAL TRIPS Land Use RE Edition ITE Code Scale ITE Units Percent In Out Total Percent MR Trips In Out Total Percent IC Trips In Out Total Percent PB Trips In Out Total In Out G R O U P 2 1 Multifamily Housing (High -Rise) 10 222 2929 du 24% 76% 200 633 833 20.0% 167 160 506 666 2.3% 15 157 494 651 0.0% 0 157 494 651 2 General Office Building 10 710 168.011 ksf 86% 14% 158 26 184 20.0% 37 126 21 147 13.2% 18 114 15 129 0.0% 0 114 15 129 3 Shopping Center 10 820 296.297 ksf 62% 38% 186 114 300 20.0% 60 149 91 240 15.4% 37 124 79 203 0.0% 0 124 79 203 4 Hotel 10 310 400 room 59% 41 % 115 80 195 20.0% 39 92 64 156 8.3% 13 92 51 143 0.0% 0 92 51 143 5 Junior/Community College 10 540 43.76 ksf 77% 23% 128 38 166 20.0% 33 103 30 133 13.2% 19 92 22 114 0.0% 0 92 22 114 6 7 8 9 10 11 12 13 14 15 ITE Land Use Code Rate or Equation Total: 787 891 1,678 20.0% 336 630 712 1,342 7.6% 102 579 661 1,240 0.0% 0 579 661 1,240 222 Y=0.28"(X)+12.86 710 Y=0.94"(X)+26.49 820 Y=0.5"(X)+151.78 310 Y=0.5"(X)+-5.34 540 LN(Y) = 0.72"LN(X)+2.39 K:\FTL_TPTO\043752001-Sabal Palm Village\calcs\trip gen\TRIP GEN 10_Redevelopment 09 23 2021.xlsx: PRINT -AM PEAK HOUR 9/23/2021,1:32 PM IN OUT TOTAL NET NEW TRIPS 537 523 1,060 PM PEAK HOUR TRIP GENERATION COMPARISON EXISTING WEEKDAY PM PEAK HOUR TRIP GENERATION This submittal needs to be scheduled for a pubic hearing in accordance wtth timelines set forth In the City of Miami Code. The apptica decision -malting bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION BASELINE TRIPS MULTIMODAL REDUCTION GROSS TRIPS INTERNAL CAPTURE EXTERNAL VEHICLE TRIPS PASS-B CAPTURE AL TRIPS Land Use RE Edition ITE Code Scale ITE Units Percent In Out Total Percent MR Trips In Out Total Percent IC Trips In Out Total Percent PB Trips In Out Total In Out G R O U P 1 1 Multifamily Housing (Low -Rise) 10 220 512 du 63% 37% 159 94 253 20.0% 51 127 75 202 0.0% 0 127 75 202 0.0% 0 127 75 202 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ITE Land Use Code Rate or Equation Total: 159 94 253 20.0% 51 127 75 202 0.0% 0 127 75 202 0.0% 0 127 75 202 220 LN(Y) = 0.89"LN(X)+-0.02 PROPOSED WEEKDAY PM PEAK HOUR TRIP GENERATION ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION BASELINE TRIPS MULTIMODAL REDUCTION GROSS TRIPS INTERNAL CAPTURE EXTERNAL VEHICLE TRIPS PASS -BY CAPTURE NET NEW EXTERNAL TRIPS Land Use RE Edition ITE Code Scale ITE Units Percent In Out Total Percent MR Trips In Out Total Percent IC Trips In Out Total Percent PB Trips In Out Total In Out G R O U P 2 1 Multifamily Housing (High -Rise) 10 222 2929 du 61% 39% 612 392 1,004 20.0% 201 489 314 803 25.3% 203 355 245 600 0.0% 0 355 245 600 2 General Office Building 10 710 168.011 ksf 16% 84% 30 156 186 20.0% 37 24 125 149 26.6% 37 14 98 112 0.0% 0 14 98 112 3 Shopping Center 10 820 296.297 ksf 48% 52% 583 631 1,214 20.0% 243 466 505 971 25.4% 247 379 345 724 34.0% 246 250 228 478 4 Hotel 10 310 400 room 51% 49% 140 134 274 20.0% 55 112 107 219 16.9% 37 84 98 182 0.0% 0 84 98 182 5 Junior/Community College 10 540 43.76 ksf 50% 50% 41 40 81 20.0% 16 33 32 65 26.6% 20 20 25 45 0.0% 0 20 25 45 6 7 8 9 10 11 12 13 14 15 ITE Land Use Code Rate or Equation Total: 1,406 1,353 2,759 20.0% 552 1,124 1,083 2,207 24.6% 544 852 811 1,663 14.8% 246 723 694 1,417 222 Y=0.34"(X)+8.56 710 LN(Y) = 0.95"LN(X)+0.36 820 LN(Y) = 0.74"LN(X)+2.89 310 Y=0.75"(X)+-26.02 540 Y=1.86(X) K:\FTL_TPTO\043752001-Sabal Palm Village\calcs\trip gen\TRIP GEN 10_Redevelopment 09 23 2021.xlsx: PRINT -PM PEAK HOUR 9/23/2021,1:32 PM IN OUT TOTAL NET NEW TRIPS 596 619 1,215 4 P U G 0 4- Q Internal Capture Reduction Calculations Methodology for A.M. Peak Hour and P.M. Peak Hour based on the Trip Generation Handbook, 3rd Edition, published by the Institute of Transportation Methodology for Daily based on the average of the Unconstrained Rates for the A.M. Peak Hour and P.M. Peak Hour NOTICE This submittal needs to be scheduled fora puboc hearing In acoordxnce whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubdc hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 sN 1 SEW cO�Qv SUMMARY (PROPOSED) I— p d Z GROSS TRIP GENERATION Land Use A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Office 229 51 57 157 Retail 149 91 466 505 Restaurant 0 0 0 0 Cinema/Entertainment 0 0 0 0 Residential 160 506 489 314 Hotel 92 64 112 107 630 712 1,124 1,083 OUTPUT INTERNAL TRIPS Land Use A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Office 23 14 23 34 Retail 25 12 87 160 Restaurant 0 0 0 0 Cinema/Entertainment 0 0 0 0 Residential 3 12 134 69 Hotel 0 13 28 9 51 51 272 272 OUTPUT Total % Reduction 7.6% 24.6% Office 13.2% 26.6% Retail 15.4% 25.4% Restaurant Cinema/Entertainment Residential 2.3% 25.3% Hotel 8.3% 16.9% OUTPUT EXTERNAL TRIPS Land Use A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Office 206 37 34 123 Retail 124 79 379 345 Restaurant 0 0 0 0 Cinema/Entertainment 0 0 0 0 Residential 157 494 355 245 Hotel 92 51 84 98 579 661 852 811 AM PEAK HOUR TRIP GENERATION COMPARISON PREVIOUSLY APPROVED WEEKDAY AM PEAK HOUR TRIP GENERATION This submittal needs to be scheduled for a public hearing in accordance wtth timelines set forth In the City of Miami Code. The apptica decision -malting bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION BASELINE TRIPS MULTIMODAL REDUCTION GROSS TRIPS INTERNAL CAPTURE EXTERNAL VEHICLE TRIPS PASS-B CAPTURE Y w AL TRIPS Land Use RE Edition ITE Code Scale ITE Units Percent In Out Total Percent MR Trips In Out Total Percent IC Trips In Out Total Percent PB Trips In Out Total In Out G R O U P 9 1 Multifamily Housing (High -Rise) 10 222 3300 du 24% 76% 225 712 937 20.0% 187 180 570 750 2.1 % 16 176 558 734 0.0% 0 176 558 734 2 General Office Building 10 710 300 ksf 86% 14% 265 43 308 20.0% 62 212 34 246 12.2% 30 192 24 216 0.0% 0 192 24 216 3 Shopping Center 10 820 500 ksf 62% 38% 249 153 402 20.0% 80 199 123 322 10.2% 33 178 111 289 0.0% 0 178 111 289 4 Hotel 10 310 240 room 59% 41% 68 47 115 20.0% 23 54 38 92 12.0% 11 54 27 81 0.0% 0 54 27 81 5 6 7 8 9 10 11 12 13 14 15 ITE Land Use Code Rate or Equation Total: 807 955 1,762 20.0% 352 645 765 1,410 6.4% 90 600 720 1,320 0.0% 0 600 720 1,320 222 710 820 310 Y=0.28"(X)+12.86 Y=0.94"(X)+26.49 Y=0.5"(X)+151.78 Y=0.5"(X)+-5.34 PROPOSED WEEKDAY AM PEAK HOUR TRIP GENERATION ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION BASELINE TRIPS MULTIMODAL REDUCTION GROSS TRIPS INTERNAL CAPTURE EXTERNAL VEHICLE TRIPS PASS -BY CAPTURE NET NEW EXTERNAL TRIPS Land Use RE Edition ITE Code Scale ITE Units Percent In Out Total Percent MR Trips In Out Total Percent IC Trips In Out Total Percent PB Trips In Out Total In Out G R O U P 2 1 Multifamily Housing (High -Rise) 10 222 2929 du 24% 76% 200 633 833 20.0% 167 160 506 666 2.3% 15 157 494 651 0.0% 0 157 494 651 2 General Office Building 10 710 168.011 ksf 86% 14% 158 26 184 20.0% 37 126 21 147 13.2% 18 114 15 129 0.0% 0 114 15 129 3 Shopping Center 10 820 296.297 ksf 62% 38% 186 114 300 20.0% 60 149 91 240 15.4% 37 124 79 203 0.0% 0 124 79 203 4 Hotel 10 310 400 room 59% 41 % 115 80 195 20.0% 39 92 64 156 8.3% 13 92 51 143 0.0% 0 92 51 143 5 Junior/Community College 10 540 43.76 ksf 77% 23% 128 38 166 20.0% 33 103 30 133 13.2% 19 92 22 114 0.0% 0 92 22 114 6 7 8 9 10 11 12 13 14 15 ITE Land Use Code Rate or Equation Total: 787 891 1,678 20.0% 336 630 712 1,342 7.6% 102 579 661 1,240 0.0% 0 579 661 1,240 222 Y=0.28"(X)+12.86 710 Y=0.94"(X)+26.49 820 Y=0.5"(X)+151.78 310 Y=0.5"(X)+-5.34 540 LN(Y) = 0.72"LN(X)+2.39 K:\FTL_TPTO\043752001-Sabal Palm Village\calcs\trip gen\TRIP GEN 10_Redevelopment 05 03 2021.xlsx: PRINT -AM PEAK HOUR 5/3/2021,10:17 AM IN OUT TOTAL NET NEW TRIPS -21 -59 -80 PM PEAK HOUR TRIP GENERATION COMPARISON PREVIOUSLY APPROVED WEEKDAY PM PEAK HOUR TRIP GENERATION This submittal needs to be scheduled for a public hearing in accordance wtth timelines set forth In the City of Miami Code. The apptica decision -malting bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION BASELINE TRIPS MULTIMODAL REDUCTION GROSS TRIPS INTERNAL CAPTURE EXTERNAL VEHICLE TRIPS PASS-B CAPTURE •Y � AL TRIPS Land Use RE Edition ITE Code Scale ITE Units Percent In Out Total Percent MR Trips In Out Total Percent IC Trips In Out Total Percent PB Trips In Out Total In Out G R O U P 9 1 Multifamily Housing (High -Rise) 10 222 3300 du 61% 39% 690 441 1,131 20.0% 226 552 353 905 31.8% 288 355 262 617 0.0% 0 355 262 617 2 General Office Building 10 710 300 ksf 16% 84% 52 271 323 20.0% 64 42 217 259 28.6% 74 15 170 185 0.0% 0 15 170 185 3 Shopping Center 10 820 500 ksf 48% 52% 858 930 1,788 20.0% 358 686 744 1,430 23.7% 339 564 527 1,091 34.0% 371 372 348 720 4 Hotel 10 310 240 room 51% 49% 79 75 154 20.0% 31 63 60 123 23.6% 29 44 50 94 0.0% 0 44 50 94 5 6 7 8 9 10 11 12 13 14 15 ITE Land Use Code Rate or Equation Total: 1,679 1,717 3,396 20.0% 679 1,343 1,374 2,717 26.9% 730 978 1,009 1,987 18.7% 371 786 830 1,616 222 Y=0.34"(X)+8.56 710 LN(Y) = 0.95"LN(X)+0.36 820 LN(Y) = 0.74"LN(X)+2.89 310 Y=0.75"(X)+-26.02 PROPOSED WEEKDAY PM PEAK HOUR TRIP GENERATION ITE TRIP GENERATION CHARACTERISTICS DIRECTIONAL DISTRIBUTION BASELINE TRIPS MULTIMODAL REDUCTION GROSS TRIPS INTERNAL CAPTURE EXTERNAL VEHICLE TRIPS PASS -BY CAPTURE NET NEW EXTERNAL TRIPS Land Use RE Edition ITE Code Scale ITE Units Percent In Out Total Percent MR Trips In Out Total Percent IC Trips In Out Total Percent PB Trips In Out Total In Out G R O U P 2 1 Multifamily Housing (High -Rise) 10 222 2929 du 61% 39% 612 392 1,004 20.0% 201 489 314 803 25.3% 203 355 245 600 0.0% 0 355 245 600 2 General Office Building 10 710 168.011 ksf 16% 84% 30 156 186 20.0% 37 24 125 149 26.6% 37 14 98 112 0.0% 0 14 98 112 3 Shopping Center 10 820 296.297 ksf 48% 52% 583 631 1,214 20.0% 243 466 505 971 25.4% 247 379 345 724 34.0% 246 250 228 478 4 Hotel 10 310 400 room 51% 49% 140 134 274 20.0% 55 112 107 219 16.9% 37 84 98 182 0.0% 0 84 98 182 5 Junior/Community College 10 540 43.76 ksf 50% 50% 41 40 81 20.0% 16 33 32 65 26.6% 20 20 25 45 0.0% 0 20 25 45 6 7 8 9 10 11 12 13 14 15 ITE Land Use Code Rate or Equation Total: 1,406 1,353 2,759 20.0% 552 1,124 1,083 2,207 24.6% 544 852 811 1,663 14.8% 246 723 694 1,417 222 Y=0.34"(X)+8.56 710 LN(Y) = 0.95"LN(X)+0.36 820 LN(Y) = 0.74"LN(X)+2.89 310 Y=0.75"(X)+-26.02 540 Y=1.86(X) K:\FTL_TPTO\043752001-Sabal Palm Village\calcs\trip gen\TRIP GEN 10_Redevelopment 05 03 2021.xlsx: PRINT -PM PEAK HOUR 5/3/2021,10:17 AM IN OUT TOTAL NET NEW TRIPS -63 -136 -199 4 P U G 0 4- Q Internal Capture Reduction Calculations Methodology for A.M. Peak Hour and P.M. Peak Hour based on the Trip Generation Handbook, 3rd Edition, published by the Institute of Transportation Methodology for Daily based on the average of the Unconstrained Rates for the A.M. Peak Hour and P.M. Peak Hour A NOTICE This submittal needs to be scheduled fora puboc hearing In acoordxnce whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR resiew the information at the pubdc hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 sN 1 SEW cO�Qv SUMMARY (PREVIOUSLY APPROVED) 1— p d Z GROSS TRIP GENERATION Land Use A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Office 212 34 42 217 Retail 199 123 686 744 Restaurant 0 0 0 0 Cinema/Entertainment 0 0 0 0 Residential 180 570 552 353 Hotel 54 38 63 60 645 765 1,343 1,374 OUTPUT INTERNAL TRIPS Land Use A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Office 20 10 27 47 Retail 21 12 122 217 Restaurant 0 0 0 0 Cinema/Entertainment 0 0 0 0 Residential 4 12 197 91 Hotel 0 11 19 10 45 45 365 365 OUTPUT Total % Reduction 6.4% 26.9% Office 12.2% 28.6% Retail 10.2% 23.7% Restaurant Cinema/Entertainment Residential 2.1% 31.8% Hotel 12.0% 23.6% OUTPUT EXTERNAL TRIPS Land Use A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Office 192 24 15 170 Retail 178 111 564 527 Restaurant 0 0 0 0 Cinema/Entertainment 0 0 0 0 Residential 176 558 355 262 Hotel 54 27 44 50 600 720 978 1,009 4 P U G 0 4- Q Internal Capture Reduction Calculations Methodology for A.M. Peak Hour and P.M. Peak Hour based on the Trip Generation Handbook, 3rd Edition, published by the Institute of Transportation Methodology for Daily based on the average of the Unconstrained Rates for the A.M. Peak Hour and P.M. Peak Hour A NOTICE This submittal needs to be scheduled fora puboc hearing In acoordxnce whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR resiew the information at the pubdc hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 sN 1 SEW cO�Qv SUMMARY (PROPOSED) I— p d Z GROSS TRIP GENERATION Land Use A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Office 229 51 57 157 Retail 149 91 466 505 Restaurant 0 0 0 0 Cinema/Entertainment 0 0 0 0 Residential 160 506 489 314 Hotel 92 64 112 107 630 712 1,124 1,083 OUTPUT INTERNAL TRIPS Land Use A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Office 23 14 23 34 Retail 25 12 87 160 Restaurant 0 0 0 0 Cinema/Entertainment 0 0 0 0 Residential 3 12 134 69 Hotel 0 13 28 9 51 51 272 272 OUTPUT Total % Reduction 7.6% 24.6% Office 13.2% 26.6% Retail 15.4% 25.4% Restaurant Cinema/Entertainment Residential 2.3% 25.3% Hotel 8.3% 16.9% OUTPUT EXTERNAL TRIPS Land Use A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Office 206 37 34 123 Retail 124 79 379 345 Restaurant 0 0 0 0 Cinema/Entertainment 0 0 0 0 Residential 157 494 355 245 Hotel 92 51 84 98 579 661 852 811 This submittal needs to be scheduled for a pubic hearing in accordance with timelines set forth in the City of Miami Code.The applica de decision -making bodywill review the information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 US Census Means of Transportation to Work Data 10/1/21, 10:18 AM MEANS OF TRANSPORTATION TO WORK Census - Table Results Note: This is a modified view of the original table produced by the U.S. Census Bureau. This download or printed version may have missing information from the original table. This eubmttal needs to be scheduled fora public hearing In accordance with smeunes set forth In the City of Miami Cmtle. The applicable decision -making body rvill review the information at the public hearing to rendera recommendation or a final declgon. PZ-21-10809 12/16/21 o (375+66+15+39+233)/(1,281 +2,124) = 21.4/o r Census Tract 20.04, Miami -Dade County, Florida Tr 62,0 C Label Estimate Margin of Error V Total: 1,281 ±226 V Car, truck, or van: 747 ±153 Drove alone 618 ±140 V Carpooled: 129 ±79 In 2-person carpool 54 ±37 In 3-person carpool 75 ±63 In 4-person carpool 0 ±14 In 5-or 6-person carpool 0 ±14 In 7-or-more-person carpool 0 ±14 V Public transportation (excluding taxicab): 375 ±197 Bus 375 ±197 Subway or elevated rail 0 ±14 Long-distance train or commuter rail 0 ±14 Light rail, streetcar or trolley (carro publico in Puerto Rico) 0 ±14 Ferryboat 0 ±14 Taxicab 36 ±39 Motorcycle 0 ±14 Bicycle 66 ±67 Walked 15 ±22 Other means 38 ±37 Worked from home 4 ±6 https://data.census.gov/cedsci/table?q=B08301 &g=1400000US12086002004,12086002201 &tid=ACSDT5Y2019.B08301 1/3 10/1/21, 10:19 AM MEANS OF TRANSPORTATION TO WORK Census - Table Results Note: This is a modified view of the original table produced by the U.S. Census Bureau. This download or printed version may have missing information from the original table. Label Census Tract 22.01, Miami -Dade County, Florida Estimate V Total: V Car, truck, or van: Drove alone V Carpooled: In 2-person carpool In 3-person carpool In 4-person carpool In 5- or 6-person carpool In 7-or-more-person carpool V Public transportation (excluding taxicab): Bus Subway or elevated rail Long-distance train or commuter rail Light rail, streetcar or trolley (carro publico in Puerto Rico) Ferryboat Taxicab Motorcycle Bicycle Walked Other means 2,124 1,560 1,429 131 131 0 0 0 39 39 0 0 0 0 12 93 0 Worked from home 233 58 129 This eubmttal needs to be scheduled fora public hearing In accordance with smeunes set forth In the City of Miami Cmtle. The applicable decision -making body rvill review the information at the public hearing to rendera recommendation or a finaldecWon PZ-21-10809 12/16/21 Margin of Error ±345 ±280 ±252 ±115 ±115 ±14 ±14 ±14 ±14 ±62 ±62 ±14 ±14 ±14 ±14 ±20 ±82 ±14 ±142 ±57 ±83 https://data.census.gov/cedsci/table?q=B08301 &g=1400000US12086002201 &tid=ACSDT5Y2019.B08301 1/3 10/1/21, 10:18 AM Census - Table Results 4 P U 0, Table Notes MEANS OF TRANSPORTATION TO WORK Survey/Program: American Community Survey Universe: Workers 16 years and over Year: 2019 Estimates: 5-Year Table ID: B08301 L 0 Q. NOTICE Thls subrn tal needs lobe scheduled fora pubbc hearing In accordance wM1h timelines set forth In the City of Miami Code. The appliratte decision-mahing body roll review the information at the pubbc hearing to rendera recommendation or a final decision. V '' -VIEW C0'Q PZ-21-10809 12/16/21 Although the American Community Survey (ACS) produces population, demographic and housing unit estimates, it is the Census Bureau's Population Estimates Program that produces and disseminates the official estimates of the population for the nation, states, counties, cities, and towns and estimates of housing units for states and counties. Source: U.S. Census Bureau, 2015-2019 American Community Survey 5-Year Estimates 2019 ACS data products include updates to several categories of the existing means of transportation question. For more information, see: Change to Means of Transportation. Data are based on a sample and are subject to sampling variability. The degree of uncertainty for an estimate arising from sampling variability is represented through the use of a margin of error. The value shown here is the 90 percent margin of error. The margin of error can be interpreted roughly as providing a 90 percent probability that the interval defined by the estimate minus the margin of error and the estimate plus the margin of error (the lower and upper confidence bounds) contains the true value. In addition to sampling variability, the ACS estimates are subject to nonsampling error (for a discussion of nonsampling variability, see ACS Technical Documentation). The effect of nonsampling error is not represented in these tables. Workers include members of the Armed Forces and civilians who were at work last week. The 2015-2019 American Community Survey (ACS) data generally reflect the September 2018 Office of Management and Budget (OMB) delineations of metropolitan and micropolitan statistical areas. In certain instances, the names, codes, and boundaries of the principal cities shown in ACS tables may differ from the OMB delineation lists due to differences in the effective dates of the geographic entities. Estimates of urban and rural populations, housing units, and characteristics reflect boundaries of urban areas defined based on Census 2010 data. As a result, data for urban and rural areas from the ACS do not necessarily reflect the results of ongoing urbanization. Explanation of Symbols: An "**" entry in the margin of error column indicates that either no sample observations or too few sample observations were available to compute a standard error and thus the margin of error. A statistical test is not appropriate. An "-" entry in the estimate column indicates that either no sample observations or too few sample observations were available to compute an estimate, or a ratio of medians cannot be calculated because one or both of the median estimates falls in the lowest interval or upper interval of an open-ended distribution, or the margin of error associated with a median was larger than the median itself. An "-" following a median estimate means the median falls in the lowest interval of an open-ended distribution. An "+" following a median estimate means the median falls in the upper interval of an open-ended distribution. An "***" entry in the margin of error column indicates that the median falls in the lowest interval or upper interval of an open- ended distribution. A statistical test is not appropriate. An "*****" entry in the margin of error column indicates that the estimate is controlled. A statistical test for sampling variability is not appropriate. An "N" entry in the estimate and margin of error columns indicates that data for this geographic area cannot be displayed because the number of sample cases is too small. An "(X)" means that the estimate is not applicable or not available. Supporting documentation on code lists, subject definitions, data accuracy, and statistical testing can be found on the American Community Survey website in the Technical Documentation section. Sample size and data quality measures (including coverage rates, allocation rates, and response rates) can be found on the American Community Survey website in the Methodology section. https://data.census.gov/cedsci/table?q=B08301 &g=1400000US12086002004,12086002201 &tid=ACSDT5Y2019.B08301 2/3 U.S. Census Bureau, 2011-2015, Journey to Work Data Tracts Adjacent to Project Site Census T act 20.04, Miami -Dade County. Census T act 22.01, Miami -Dade County. Estimate Marginof g ErrorM Estimate gorarin of E Total: 1,215 +/-198 1,947 +/-357 Car, truck, or van: 768 +/-126 1,457 +/-272 Drove alone 659 +/-116 1,106 +/-286 Carpooled: 109 +/-77 351 +/-162 In 2-person carpool 31 +/-24 309 +/-149 In 3-person carpool 53 +/-54 15 +/-25 In 4-person carpool 15 +/-22 0 +/-13 In 5- or 6-person carpool 0 +/-13 27 +/-45 In 7-or-more-person carpool 10 +/-20 0 +/-13 Public transportation (excluding taxicab): 379 +/-141 354 +/-159 Bus or trolley bus 379 +/-141 354 +/-159 Streetcar or trolley car (carro publico in 0 +/-13 0 +/-13 Subway or elevated 0 +/-13 0 +/-13 Railroad 0 +/-13 0 +/-13 Ferryboat 0 +/-13 0 +/-13 Taxicab 0 +/-13 0 +/-13 Motorcycle 0 +/-13 43 +/-40 Bicycle 54 +/-77 0 +/-13 Walked 14 +/-20 52 +/-53 Other means 0 +/-13 41 +/-43 Worked at home 0 +/-13 0 +/-13 Percent Multimodal (Transit/Bicycle) 36% - 18% - Percent Pedestrian 1% 3% I Multimodal Total 37% 21% K:\FTL_TPTO\043752000 - Design Place\Calcs\Ridership\Journey To Work Data\JTW Data1_.xlsx This submittal needs to be scheduled for a public hearing In accordance wth timelines set forth In the City of Miami Code. The apptica de decision -making bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 Pi 'PM 49th tj NW 48'1 NW 47th NW 47th St 23.00 Legend • MetroRailStations • MetroMoverStations Miami Trolley MTP Route - Allapattah - Biscayne — Brickell — Coral Way - Health District - Overtown - Stadium ro NW 71 NW 701h . NW 691111 5t NW 68th Ter NW 68th St TJW 4/3th St N' V?tt: Tt•r t 26 28 NE i; 3a; Tar Nf ittifh tit 14.02 .tn 1=i Lemon ,• , City Ns_ 20.04 r4r NE 4` NE 4•lu, NE 43rdSt vE 42ndSt NE 41 t t � .• NE 40t1 Brlyshore This submittal needs to be schebu led bra public hearing In accordance wiM timelines set forth in the City of Miami Code. The appllca de deoIslon-making body mil review Me Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 27.05 27.06 Figure 3 PUB(, o' y 0 0 a NOTICE This submittal needs b be scheduled for a puboc hearing in accordance with timelines set forth in the City of Miami Code.The applica de decision -making bodywill renew the intonna0on at the pubs hearing to render a recommendation or a final decision. ti ktinEw CO - PZ-21-10809 12/16/21 Appendix G Cardinal I np Distribution 2 4 0 PURL/ Cardinal Distribution forTAZ 396 14.18% 14% 12.63% 13% 15.95% 16% G 0 4- Q Year A. 'lied Perce 2.96% 3% NOTICE This submittal needs to be scheduled fora puboc hearing In accordance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR resiew the information at the pubdc hearing to render a recommended on or a final decla on. PZ-21-10809 1 12/16/21 sN A"`�R��1 EW co 18.32% 18% 22.67% 23% Cardinal Trip Distribution 8.82% 9% 4.60% 4% Cardinal Direction Percentage of Trips 2029 Interpolated 2029 Rounded 2015 2045 North -Northeast 16.9% 15.40% 15.95% 16.00% East -Northeast 3.4% 2.70% 2.96% 3.00% East -Southeast 5.3% 4.20% 4.60% 4.00% South -Southeast 9.9% 8.20% 8.82% 9.00% South -Southwest 19.0% 24.80% 22.67% 23.00% West -Southwest 18.0% 18.50% 18.32% 18.00% West -Northwest 12.5% 12.70% 12.63% 13.00% North -Northwest 15.0% 13.70% 14.18% 14.00% Total 100.0% 100.2% 100.13% 100.00% K:\FTL_TPTO\043752001-Saba) Palm Village\talcs\Distribution\Cardinal Distrbution.xls This submittal needs to be scheduled fora public hearing In accordance wilt timelines set forth in the City of Miami Cede. The appllcade decision -making body will review the Information at the public hearing to render a recommendation or a final decision. MIAMI-DADE TRANSPORTATION PLANNING ORGANIZATION .• �► / % r./i/;,. 21, SUPPORTING DOCUMENTS DIRECTIONAL TRIP DISTRIBUTION REPORT SEPTEMBER 2019 DIRECTIONAL TRIP DISTRI Miami -Dade 2015 Base Year Direction Trip Distribution Summary Cardinal Directions TAZ of Origin County TAZ Regional TAZ Trips / Percent 391 391 392 392 3291 Trips 3291 Percent NNE ENE 664 169 ESE SSE 282 261 SSW WSW 13.7 3.5 5.8 5.4 3292 Trips 1,387 321 311 1,201 3292 Percent 16.3 3.8 3.7 14.2 393 i 3293 Trips 343 219 150 518 393 3293 Percent 12.1 7.7 5.3 18.3 394 3294 Trips 45 1 16 21 394 395 395 396 3294 Percent 20.7 0.3 7.6 9.9 3295 Trips 558 253 199 662 980 20.2 1,372 16.2 398 14.0 24 11.2 680 1,085 22.4 649 13.4 NOTICE This submRtal needs to be scheduled fora public hearing In accordance whh timelines set forth In the City of Miami Code. The applicable deelsion-makingbody *Nil renew the information at the public hearing to render a recommendation or a final decispn PZ-21-10809 12/16/21 1,491 1,076 17.6 12.7 475 395 16.7 13.9 27 25 12.3 11.8 651 508 1,328 15.7 339 11.9 57 26.3 633 8,720 2,916 216 4,274 3295 Percent 13.5 6.1 4.8 16.0 16.4 15.7 12.3 15.3 3296 Trips 1,405 284 444 819 1,580 1,497 1.035 1,244 8.614 396 3296 Percent 16.9 3.4 5.3 9.9 19.0 18.0 12.5 15.0 397 3297 Trips 925 337 379 938 892 1.027 605 397 3297 Percent 15.6 5.7 6.4 15.8 15.0 17.3 10.2 398 3298 Trips 75 57 68 109 148 125 84 398 3298 Percent 10.0 7.6 9.1 14.5 19.7 16.6 11.1 399 3299 Trips 129 36 69 166 153 186 126 399 3299 Percent 13.2 3.7 7.1 17.0 15.6 19.0 12.9 400 400 401 401 402 402 403 3300 3300 3301 3301 3302 3302 3303 Trips 240 80 67 Percent 17.3 5.8 4.8 Trips 345 115 107 Percent 15.0 5.0 4.6 Trips 263 119 71 Percent 13.4 6.1 3.6 Trips 833 157 231 403 3303 Percent 16.7 3.1 4.6 404 3304 404 3304 405 3305 405 3305 Trips 194 87 19 Percent 14.0 6.3 1.4 Trips 724 205 98 Percent 15.8 4.5 2.1 406 3306 Trips 820 302 210 406 3306 Percent 17.4 6.4 4.5 407 3307 Trips 510 88 100 407 3307 Percent 20.4 3.5 4.0 408 3308 Trips 433 103 96 408 3308 Percent 22.2 5.3 4.9 409 3309 Trips 660 134 129 409 3309 Percent 18.1 3.7 3.5 410 3310 Trips 174 65 410 3310 Percent 51 16.0 6.0 4.7 411 3311 Trips 42 4 14 411 3311 Percent 19.9 1.8 6.5 412 3312 Trips 295 92 81 412 3312 Percent 18.4 5.8 5.1 413 3313 Trips 533 163 187 413 3313 414 3314 414 3314 415 3315 415 3315 416 3316 Percent 14.9 4.5 5.2 Trips 147 50 Percent Trips Percent 41 17.3 5.9 404 222 4.9 156 15.1 8.3 Trips 416 3316 Percent 5.8 1,312 509 18.2 7.0 361 5.0 203 14.7 381 16.6 327 16.7 319 6.4 144 10.4 132 2.9 649 13.8 263 10.5 120 6.1 286 7.8 145 13.3 26 12.4 260 16.2 519 14.5 89 10.6 418 15.7 1,116 15.4 240 17.3 335 14.6 349 17.8 1,182 23.7 252 242 17.5 439 19.1 333 17.0 892 154 11.1 296 12.9 225 11.5 681 17.9 13.6 299 156 831 14.0 86 11.4 113 11.6 161 11.6 282 12.3 272 13.9 700 14.0 235 6,114 755 978 1,419 2,359 2,009 5.203 1.386 18.2 21.6 11.3 17.0 1,207 946 619 653 4,714 26.3 20.6 13.5 14.2 781 753 640 558 4,867 16.6 16.0 13.6 11.9 416 435 358 337 2.560 16.6 17.3 14.3 13.5 409 342 242 20.9 17.5 12.4 825 570 515 22.6 15.6 14.1 184 147 178 16.9 13.4 16.4 36 31 29 16.7 14.5 13.8 240 244 183 15.0 15.2 11.4 683 611 449 19.0 17.0 12.5 132 178 85 209 10.7 533 14.6 147 13.5 31 14.3 208 13.0 441 12.3 126 1.969 3.732 1,100 213 1.638 3.641 856 15.6 21.0 10.0 14.8 459 350 17.2 13.1 1,153 852 16.0 11.8 256 406 2,752 9.6 15.2 752 1,173 7,736 10.4 16.2 20 DIRECTIONAL TRIP DISTRI PUBLI Q. NOTICE Miami -Dade 2045 Cost Feasible Plan Direction Trip Distribution Cardinal Directions Summar WSW 1,519 WN' 4Q 881 This submittal needs to be In aaordancewhh timelin Miami Code. The epplicatie remewthe lnformatlon at recommendation PZ-21-10809 4, 12/16/21 R�V1 scheduled far a pubffc he: s set forth In the City decision-makkg body the public hearing to rend or a final decimal TAZ of Origin Trips/ Percent County i ty RegionaloZnal NNE ENE ESE SSE SSW 391 3291 Trips Percent 1,010 14.1 275 342 390 1,849 25.9 EW CO 391 3291 3.9 4.8 5.5 21.2 12.3 392 3292 Trips 1,729 528 459 1,442 2,383 2,052 1,406 1,464 11,803 392 3292 Percent 15.1 4.6 4.0 12.6 20.8 17.9 12.3 12.8 393 3293 3293 3294 Trips 424 205 257 406 651 593 530 395 3,538 393 Percent 12.3 5.9 7.4 11.7 18.8 17.1 15.3 11.4 394 Trips 51 5 26 35 60 89 48 45 358 394 I 3294 I Percent 14.3 1.3 7.2 9.7 16.7 24.9 13.4 12.5 395 3295 3295 3296 I Trips 787 214 324 751 1,127 985 730 781 5,826 395 Percent 13.8 3.8 5.7 13.2 19.8 17.3 12.8 13.7 396 Trips 1,446 249 394 768 2,325 1,733 1,191 1,282 9,683 396 i 3296 Percent 15.4 2.7 4.2 8.2 24.8 18.5 12.7 13.7 397 3297 3297 3298 Trips 1,114 302 449 1,022 1,459 1,285 913 954 7,832 397 Percent 14.9 4.0 6.0 13.6 19.5 17.1 12.2 12.7 398 Trips 147 27 48 129 141 140 117 124 874 398 3298 Percent 16.8 3.2 5.5 14.8 I 16.2 16.1 13.4 14.2 399 3299 Trips 191 42 62 139 206 222 111 153 1,151 399 3299 Percent 17.0 3.7 5.6 12.4 18.3 19.7 9.8 13.6 400 3300 Trips 288 149 91 214 399 298 241 259 2,006 400 3300 Percent 14.9 7.7 4.7 11.0 20.6 15.4 12.4 13.4 401 3301 Trips 1,420 291 377 1,357 1,999 1,803 1,176 1,107 9,890 401 3301 Percent 14.9 3.1 4.0 14.2 21.0 18.9 12.3 11.6 402 3302 Trips 411 114 144 371 626 494 385 344 2,934 402 3302 Percent 14.2 3.9 5.0 12.9 21.7 17.1 13.3 11.9 403 3303 Trips 1,038 165 239 391 1,557 1,180 894 1,003 15.5 224 13.2 721 6,693 403 3303 3304 3304 3305 3305 i 3306 3306 3307 3307 3308 3308 Percent 16.0 2.6 3.7 6.0 24.1 18.3 13.8 404 Trips 265 70 36 116 391 362 232 1,705 404 Percent 15.6 4.1 2.1 6.8 23.1 21.4 13.7 405 Trips 1,087 224 141 171 1,706 1,348 673 6,263 405 Percent 17.9 3.7 2.3 2.8 28.1 22.2 11.1 11.9 406 Trips 954 231 200 751 1,228 1,039 768 651 5,956 406 Percent 16.4 4.0 3.4 12.9 21.1 17.8 13.2 11.2 407 Trips 1,089 199 315 719 1,309 1,028 809 731 6,338 407 Percent 17.6 3.2 5.1 11.6 21.1 16.6 13.1 11.8 408 Trips 857 168 207 263 1,124 938 611 541 4,826 408 Percent 18.2 3.6 4.4 5.6 23.9 19.9 13.0 11.5 409 3309 Trips 1,255 227 254 531 1,839 1,143 942 1,004 7,419 409 3309 Percent 17.4 3.2 3.5 7.4 25.6 15.9 13.1 14.0 410 3310 Trips 212 33 55 171 287 168 115 144 1,186 410 3310 Percent 17.9 2.8 4.6 14.4 24.2 14.2 9.7 12.1 411 3311 Trips 52 12 10 32 58 44 39 38 286 411 3311 Percent 18.2 4.3 3.6 11.2 20.3 15.5 13.7 13.2 412 3312 Trips 344 82 58 186 334 256 230 222 1,755 412 3312 Percent 20.1 4.8 3.4 10.8 19.5 15.0 13.4 13.0 413 3313 Trips 784 213 214 744 902 756 479 476 4,631 413 3313 Percent 17.2 4.7 4.7 16.3 19.7 16.6 10.5 10.4 414 3314 3314 3315 Trips 220 89 45 161 220 219 123 138 1,233 414 Percent 18.1 7.3 3.7 13.3 18.1 18.0 10.1 11.4 415 Trips 589 219 177 596 716 451 380 369 3,594 415 3315 Percent 16.8 6.3 5.1 17.0 20.5 12.9 10.9 10.6 416 3316 Trips 1,266 343 286 1,166 1,162 722 749 835 6,813 416 3316 Percent 19.4 5.3 4.4 17.9 17.8 11.1 11.5 12.8 80 ring fi MIL PUB(, o' y 0 0 a NOTICE This submittal needs b be scheduled for a puboc hearing in accordance with timelines set forth in the City of Miami Code.The applica de decision -making bodywill renew the intonna0on at the pubs hearing to render a recommendation or a final decision. ti ktinEw CO - PZ-21-10809 12/16/21 Appendix H Volume Development Worksheets 2 4 PURL/ TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 62nd Street and 1-95 Southbound Off -Ramp COUNT DATE: September 9, 2021 AM PEAK HOUR FACTOR: 0.95 PM PEAK HOUR FACTOR: 0.94 "AM EXISTING TRAFFIC" G 0 4- Q EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT AM Raw Turning Movements 0 532 383 198 381 0 0 0 0 234 234 Peak Season Correction Factor 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 Covid Adjustment Factor 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 AM EXISTING CONDITIONS 0 581 418 216 416 0 0 0 0 255 255 "PM EXISTING TRAFFIC" NOTICE This submittal needs to be scheduled fora puboc hearing In accordancewhh timelines set forth in the City of Miami Code.The appLIca o decision -malting bodyodL rodew the information at the pubec hearing to render a recommended on or a anal deuce on. PZ-21-10809 12/16/21 sN r SEW CO' En. 06 229 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 0 568 258 312 660 0 0 0 0 217 279 357 Peak Season Correction Factor 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 Covid Adjustment Factor 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 PM EXISTING CONDITIONS 0 620 282 341 721 0 0 0 0 237 305 390 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Magic City SAP 62 35 24 93 Miami Design District SAP Amendment #1 Miami Design District SAP Amendment #2 Miami Jewish Health Systems Archbishop Curley TOTAL "VESTED" TRAFFIC 0 62 0 35 24 0 0 0 0 93 0 0 Years To Buildout 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 Yearly Growth Rate 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% AM BACKGROUND TRAFFICGROWTH 0 58 42 22 42 0 0 0 0 26 26 23 AM NON -PROJECT TRAFFIC O 701 460 273 482 0 O 0 0 374 281 252 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Magic City SAP 32 109 73 47 Magic City SAP Pass -By -4 Miami Design District SAP Amendment #1 Miami Design District SAP Amendment #2 Miami Jewish Health Systems TOTAL "VESTED" TRAFFIC 0 32 0 109 69 0 0 0 0 47 0 0 Years To Buildout 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 Yearly Growth Rate 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% PM BACKGROUND TRAFFICGROWTH 0 62 28 34 72 0 0 0 0 24 31 39 PM NON -PROJECT TRAFFIC O 714 310 484 862 0 O 0 0 308 336 429 "AM PROJECT DISTRIBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering Exiting Valet Distribution Entering Exiting Net New Distribution Entering 2 0% 3 0% 3 0% Exiting 3 0% 2 0% "PM PROJECT DISTRIBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering Exiting Valet Distribution Entering Exiting Net New Distribution Entering 2 0% 3 0% 3 0% Exiting 3 0% 2 0% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM TRAFFIC DIVERSIONS Project Trips Pass - By Valet Net New 11 16 10 16 16 AM TOTAL PROJECT TRAFFIC o 11 0 16 10 0 0 0 0 16 16 0 AM TOTAL TRAFFIC O 712 460 289 492 0 O 0 0 390 297 252 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM TRAFFIC DIVERSIONS Project Trips Pass - By Valet Net New 12 19 12 18 18 PM TOTAL PROJECT TRAFFIC 0 12 0 19 12 0 0 0 0 18 18 0 PM TOTAL TRAFFIC O 726 310 503 874 0 O 0 0 326 354 429 4 PURL/ TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 62nd Street and NW 5th Court COUNT DATE: September 9, 2021 AM PEAK HOUR FACTOR: 0.94 PM PEAK HOUR FACTOR: 0.96 "AM EXISTING TRAFFIC" G 0 4- Q EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT NOTICE This submittal needs to be'scheduled fora puboc hearing In accorrlancewhh timelines set forth in the City of Miami Code.The appLIca o decision -malting body rdll rodew the information at the pubdc hearing to render a recommended on or a anal decla on. AM Raw Turning Movements 317 414 0 0 450 181 278 509 269 0 0 Peak Season Correction Factor 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 Covid Adjustment Factor 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 AM EXISTING CONDITIONS 346 452 0 0 491 198 304 556 294 0 0 "PM EXISTING TRAFFIC" PZ-21-10809 12/16/21 sN pVI EW CO�Q�. EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 235 528 0 0 645 146 520 360 454 0 0 0 Peak Season Correction Factor 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 Covid Adjustment Factor 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 PM EXISTING CONDITIONS 257 576 0 0 704 159 568 393 496 0 0 0 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Magic City SAP 155 59 35 93 Miami Design District SAP Amendment #1 Miami Design District SAP Amendment #2 Miami Jewish Health Systems Archbishop Curley TOTAL "VESTED" TRAFFIC 0 155 0 0 59 35 0 0 93 0 0 0 Years To Buildout 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 Yearly Growth Rate 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% AM BACKGROUND TRAFFICGROWTH 35 45 0 0 49 20 30 56 29 0 0 0 AM NON -PROJECT TRAFFIC 381 652 0 O 599 253 334 612 416 O 0 0 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Magic City SAP 79 182 110 47 Magic City SAP Pass -By -4 Miami Design District SAP Amendment #1 Miami Design District SAP Amendment #2 Miami Jewish Health Systems TOTAL "VESTED" TRAFFIC 0 79 0 0 178 110 0 0 47 0 0 0 Years To Buildout 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 Yearly Growth Rate 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% PM BACKGROUND TRAFFICGROWTH 26 58 0 0 70 16 57 39 50 0 0 0 PM NON -PROJECT TRAFFIC 283 713 0 O 952 285 625 432 593 O 0 0 "AM PROJECT DISTRIBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering Exiting Valet Distribution Entering Exiting Net New Distribution Entering 5 0% 3 0% Exiting 5 0% 3 0% "PM PROJECT DISTRIBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering Exiting Valet Distribution Entering Exiting Net New Distribution Entering 5 0% 3 0% Exiting 5 0% 3 0% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM TRAFFIC DIVERSIONS Project Trips Pass - By Valet Net New 27 26 16 16 AM TOTAL PROJECT TRAFFIC 0 27 0 0 26 16 0 0 16 0 0 0 AM TOTAL TRAFFIC 381 679 0 O 625 269 334 612 432 O 0 0 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM TRAFFIC DIVERSIONS Project Trips Pass - By Valet Net New 30 31 19 18 PM TOTAL PROJECT TRAFFIC 0 30 0 0 31 19 0 0 18 0 0 0 PM TOTAL TRAFFIC 283 743 0 O 983 304 625 432 611 O 0 0 4 PURL/ TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 62nd Street and NW 2nd Avenue COUNT DATE: September 9, 2021 AM PEAK HOUR FACTOR: 0.92 PM PEAK HOUR FACTOR: 0.99 "AM EXISTING TRAFFIC" G 0 4- Q EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT NOTICE This submittal needs to be scheduled fora puboc hearing In accordance whh timelines set forth in the City of Miami Code.The appLIca o decision -malting bodyodL rodew the information at the pubec hearing to render a recommended on or a anaI deuce on. AM Raw Turning Movements 40 416 150 32 308 15 128 138 54 40 137 Peak Season Correction Factor 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 Covid Adjustment Factor 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 AM EXISTING CONDITIONS 44 454 164 35 336 16 140 151 59 44 150 "PM EXISTING TRAFFIC" PZ-21-10809 12/16/21 sN .E V! EW CO�Q�. 06 84 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 135 587 151 18 490 22 136 293 59 18 111 85 Peak Season Correction Factor 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 Covid Adjustment Factor 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 PM EXISTING CONDITIONS 147 641 165 20 535 24 148 320 64 20 121 93 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Magic City SAP 248 29 94 30 77 77 Miami Design District SAP Amendment #1 Miami Design District SAP Amendment #2 Miami Jewish Health Systems Archbishop Curley TOTAL "VESTED" TRAFFIC 0 248 0 29 94 30 0 0 77 77 0 0 Years To Buildout 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 Yearly Growth Rate 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% AM BACKGROUND TRAFFICGROWTH 4 45 16 4 34 2 14 15 6 4 15 8 AM NON -PROJECT TRAFFIC 48 747 180 68 464 48 154 166 142 125 165 92 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Magic City SAP 126 91 292 91 40 39 Magic City SAP Pass -By -4 Miami Design District SAP Amendment #1 Miami Design District SAP Amendment #2 Miami Jewish Health Systems TOTAL "VESTED" TRAFFIC 0 126 0 91 288 91 0 0 40 39 0 0 Years To Buildout 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 Yearly Growth Rate 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% PM BACKGROUND TRAFFICGROWFH 15 64 17 2 54 2 15 32 6 2 12 9 PM NON -PROJECT TRAFFIC 162 831 182 113 877 117 163 352 110 61 133 102 "AM PROJECT DISTRIBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering Exiting Valet Distribution Entering Exiting Net New Distribution Entering 6 0% 2 0% 2 0% Exiting 6 0% 2 0% 2 0% "PM PROJECT DISTRIBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering Exiting Valet Distribution Entering Exiting Net New Distribution Entering 6 0% 2 0% 2 0% Exiting 6 0% 2 0% 2 0% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM TRAFFIC DIVERSIONS Project Trips Pass - By Valet Net New 32 11 32 10 11 11 AM TOTAL PROJECT TRAFFIC 0 32 11 0 32 0 10 11 0 0 11 0 AM TOTAL TRAFFIC 48 779 191 68 496 48 164 177 142 125 176 92 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM TRAFFIC DIVERSIONS Project Trips Pass - By Valet Net New 36 12 37 13 12 12 PM TOTAL PROJECT TRAFFIC 0 36 12 0 37 0 13 12 0 0 12 0 PM TOTAL TRAFFIC 162 867 194 113 914 117 176 364 110 61 145 102 4 PURL/ TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NE 62nd Street and NE 2nd Avenue COUNT DATE: September 9, 2021 AM PEAK HOUR FACTOR: 0.95 PM PEAK HOUR FACTOR: 0.96 "AM EXISTING TRAFFIC" G 0 4- Q EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT NOTICE This submittal needs to be scheduled fora puboc hearing In accordancewhh timelines set forth in the City of Miami Code.The appLIca o decision -malting bodyodL rodew the information at the pubec hearing to render a recommended on or a anal deuce on. AM Raw Turning Movements 88 223 102 38 168 41 41 265 43 55 491 Peak Season Correction Factor 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 Covid Adjustment Factor 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 AM EXISTING CONDITIONS 96 243 111 41 183 45 45 289 47 60 536 "PM EXISTING TRAFFIC" PZ-21-10809 12/16/21 sN /t/! EW CO�Q\. 06 66 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 101 255 89 52 236 125 81 542 72 35 381 120 Peak Season Correction Factor 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 Covid Adjustment Factor 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 PM EXISTING CONDITIONS 110 278 97 57 258 136 88 592 79 38 416 131 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Magic City SAP 402 154 24 164 47 47 29 31 93 93 Miami Design District SAP Amendment #1 Miami Design District SAP Amendment #2 8 Miami Jewish Health Systems Archbishop Curley 75 131 TOTAL "VESTED" TRAFFIC 0 402 154 24 164 47 47 112 31 93 224 0 Years To Buildout 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 Yearly Growth Rate 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% AM BACKGROUND TRAFFICGROWTH 10 24 11 4 18 5 5 29 5 6 54 7 AM NON -PROJECT TRAFFIC 106 669 276 69 365 97 97 430 83 159 814 73 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Magic City SAP 205 79 73 510 146 146 91 16 47 47 Magic City SAP Pass -By -3 -1 -1 Miami Design District SAP Amendment #1 19 7 Miami Design District SAP Amendment #2 22 15 Miami Jewish Health Systems 2 2 TOTAL "VESTED" TRAFFIC 0 205 79 73 507 146 145 133 16 47 71 0 Years To Buildout 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 Yearly Growth Rate 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% PM BACKGROUND TRAFFICGROWFH 11 28 10 6 26 14 9 59 8 4 42 13 PM NON -PROJECT TRAFFIC 121 511 186 136 791 296 242 784 103 89 529 144 "AM PROJECT DISTRIBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering Exiting Valet Distribution Entering Exiting Net New Distribution Entering 3 0% 2 0% 4 0% Exiting 3 0% 4 0% 2 0% "PM PROJECT DISTRIBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering 21 0% Exiting 21 0% Valet Distribution Entering Exiting Net New Distribution Entering 3 0% 2 0% 4 0% Exiting 3 0% 4 0% 2 0% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM TRAFFIC DIVERSIONS Project Trips Pass - By Valet Net New 16 11 16 21 10 21 AM TOTAL PROJECT TRAFFIC o 0 16 11 0 0 16 21 10 0 21 0 AM TOTAL TRAFFIC 106 669 292 80 365 97 113 451 93 159 835 73 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM TRAFFIC DIVERSIONS Project Trips Pass - By -2 Valet Net New 18 12 19 25 12 24 PM TOTAL PROJECT TRAFFIC o 0 18 12 0 0 19 23 12 0 24 0 PM TOTAL TRAFFIC 121 511 204 148 791 296 261 807 115 89 553 144 4 PURL/ TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NE 62nd Street and Biscayne Boulevard COUNT DATE: September 9, 2021 AM PEAK HOUR FACTOR: 0.93 PM PEAK HOUR FACTOR: 0.97 "AM EXISTING TRAFFIC" G 0 4- Q EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT NOTICE This submittal needs to be scheduled fora puboc hearing In accordancewhh timelines set forth in the City of Miami Code. The appLI®de decision -making bodyodL rodew the information at the pubkc hearing to render a recommended on or a anal deuce on. AM Raw Turning Movements o 0 0 12 7 4 50 1006 4 2 1341 Peak Season Correction Factor 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 Covid Adjustment Factor 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 AM EXISTING CONDITIONS o 0 0 13 8 4 55 1,098 4 2 1,464 "PM EXISTING TRAFFIC" PZ-21-10809 12/16/21 sN r SEW CO' 06 62 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements o 0 0 9 4 6 100 1249 1 9 959 96 Peak Season Correction Factor 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 Covid Adjustment Factor 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 PM EXISTING CONDITIONS o 0 0 10 4 7 109 1,364 1 10 1,047 105 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Magic City SAP 124 65 170 Miami Design District SAP Amendment #1 Miami Design District SAP Amendment #2 Miami Jewish Health Systems Archbishop Curley 7 12 TOTAL "VESTED" TRAFFIC o 0 0 0 0 0 124 72 0 0 12 170 Years To Buildout 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 Yearly Growth Rate 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% AM BACKGROUND TRAFFICGROWTH o 0 0 1 1 0 6 110 0 0 147 6 AM NON -PROJECT TRAFFIC O 0 0 14 9 4 185 1,280 4 2 1,623 238 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Magic City SAP 63 200 87 Magic City SAP Pass -By -1 Miami Design District SAP Amendment #1 4 Miami Design District SAP Amendment #2 5 Miami Jewish Health Systems TOTAL "VESTED" TRAFFIC o 0 0 0 0 0 63 199 0 0 9 87 Years To Buildout 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 Yearly Growth Rate 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% PM BACKGROUND TRAFFICGROWTH o 0 0 1 0 1 11 137 0 1 105 11 PM NON -PROJECT TRAFFIC O 0 0 11 4 8 183 1,700 1 11 1,161 203 "AM PROJECT DISTRIBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering Exiting Valet Distribution Entering Exiting Net New Distribution Entering 15. 0% 2 0% Exiting 17 0% "PM PROJECT DISTRIBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering -23. 0% Exiting 23. 0% Valet Distribution Entering Exiting Net New Distribution Entering 15. 0% 2 0% Exiting 17 0% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM TRAFFIC DIVERSIONS Project Trips Pass - By Valet Net New 89 81 11 AM TOTAL PROJECT TRAFFIC o 0 0 0 0 0 0 89 0 0 81 11 AM TOTAL TRAFFIC O 0 0 14 9 4 185 1,369 4 2 1,704 249 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM TRAFFIC DIVERSIONS Project Trips Pass - By -3 Valet Net New 105 89 12 PM TOTAL PROJECT TRAFFIC o 0 0 0 0 0 0 102 0 0 89 12 PM TOTAL TRAFFIC O 0 0 11 4 8 183 1,802 1 11 1,250 215 4 PURL/ TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NE 61st Street and Biscayne Boulevard COUNT DATE: September 9, 2021 AM PEAK HOUR FACTOR: 0.95 PM PEAK HOUR FACTOR: 0.96 "AM EXISTING TRAFFIC" G 0 4- Q EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT NOTICE This submittal needs to be scheduled fora puboc hearing In accordancewhh timelines set forth in the City of Miami Code.The appLIca o decision -making bodyodL rodew the information at the pubkc hearing to render a recommended on or a anal deuce on. AM Raw Turning Movements 121 26 287 68 0 19 0 944 19 10 1323 Peak Season Correction Factor 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 Covid Adjustment Factor 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 AM EXISTING CONDITIONS 132 28 313 74 0 21 0 1,031 21 11 1,444 "PM EXISTING TRAFFIC" PZ-21-10809 12/16/21 sN pVI EW CO�Q�. EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 122 13 52 20 0 18 0 1219 11 19 944 0 Peak Season Correction Factor 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 Covid Adjustment Factor 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 PM EXISTING CONDITIONS 133 14 57 22 0 20 0 1,331 12 21 1,031 0 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Magic City SAP 65 47 124 Miami Design District SAP Amendment #1 Miami Design District SAP Amendment #2 Miami Jewish Health Systems Archbishop Curley 7 12 TOTAL "VESTED" TRAFFIC 65 0 47 0 0 0 0 131 0 0 12 0 Years To Buildout 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 Yearly Growth Rate 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% AM BACKGROUND TRAFFICGROWTH 13 3 31 7 0 2 0 103 2 1 145 0 AM NON -PROJECT TRAFFIC 210 31 391 81 0 23 O 1,265 23 12 1,601 0 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Magic City SAP 200 147 63 Magic City SAP Pass -By -1 -2 Miami Design District SAP Amendment #1 4 Miami Design District SAP Amendment #2 5 Miami Jewish Health Systems TOTAL "VESTED" TRAFFIC 199 0 145 0 0 0 0 63 0 0 9 0 Years To Buildout 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 Yearly Growth Rate 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% PM BACKGROUND TRAFFICGROWFH 13 1 6 2 0 2 0 133 1 2 103 0 PM NON -PROJECT TRAFFIC 345 15 208 24 0 22 O 1,527 13 23 1,143 0 "AM PROJECT DISTRIBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering Exiting Valet Distribution Entering Exiting Net New Distribution Entering 1. 0% 15. 0% Exiting 2 0% 15. 0% 1 0% "PM PROJECT DISTRIBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering -23. 0% Exiting 23. 0% Valet Distribution Entering Exiting Net New Distribution Entering 1.0% 15 0% Exiting 2 0% 15 0% 1 0% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM TRAFFIC DIVERSIONS Project Trips Pass - By Valet Net New 10 5 79 5 81 AM TOTAL PROJECT TRAFFIC 10 0 0 5 0 0 0 79 5 0 81 0 AM TOTAL TRAFFIC 220 31 391 86 0 23 O 1,344 28 12 1,682 0 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM TRAFFIC DIVERSIONS Project Trips Pass - By -3 Valet Net New 12 6 93 6 89 PM TOTAL PROJECT TRAFFIC 12 0 0 6 0 0 0 90 6 0 89 0 PM TOTAL TRAFFIC 357 15 208 30 0 22 O 1,617 19 23 1,232 0 4 PURL/ TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NE 59th Street and NE 2nd Avenue COUNT DATE: September 9, 2021 AM PEAK HOUR FACTOR: 0.92 PM PEAK HOUR FACTOR: 0.95 "AM EXISTING TRAFFIC" G 0 4- Q EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT NOTICE This submittal needs to be scheduled fora puboc hearing In accordancewhh timelines set forth in the City of Miami Code. The appLI®de decision -malting bodyodL rodew the information at the pubec hearing to render a recommended on or a anal deuce on. AM Raw Turning Movements 22 9 22 10 11 28 14 301 5 27 527 Peak Season Correction Factor 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 Covid Adjustment Factor 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 AM EXISTING CONDITIONS 24 10 24 11 12 31 15 329 5 29 575 "PM EXISTING TRAFFIC" PZ-21-10809 12/16/21 sN ®VI EW CO�Q�. EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 18 8 15 12 10 80 22 595 15 16 471 11 Peak Season Correction Factor 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 Covid Adjustment Factor 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 PM EXISTING CONDITIONS 20 9 16 13 11 87 24 650 16 17 514 12 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Magic City SAP 12 186 59 Miami Design District SAP Amendment #1 Miami Design District SAP Amendment #2 8 Miami Jewish Health Systems Archbishop Curley 75 131 TOTAL "VESTED" TRAFFIC o 0 0 12 0 0 0 269 0 0 190 0 Years To Buildout 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 Yearly Growth Rate 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% AM BACKGROUND TRAFFICGROWTH 2 1 2 1 1 3 2 33 1 3 58 3 AM NON -PROJECT TRAFFIC 26 11 26 24 13 34 17 631 6 32 823 34 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Magic City SAP 36 95 182 Magic City SAP Pass -By -1 Miami Design District SAP Amendment #1 19 7 Miami Design District SAP Amendment #2 22 15 Miami Jewish Health Systems 2 2 TOTAL "VESTED" TRAFFIC o 0 0 36 0 0 0 138 0 0 205 0 Years To Buildout 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 Yearly Growth Rate 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% PM BACKGROUND TRAFFICGROWTH 2 1 2 1 1 9 2 65 2 2 51 1 PM NON -PROJECT TRAFFIC 22 10 18 50 12 96 26 853 18 19 770 13 "AM PROJECT DISTRIBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering Exiting Valet Distribution Entering Exiting Net New Distribution Entering 9 0% Exiting 9 0% "PM PROJECT DISTRIBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering -210% Exiting 21 0% Valet Distribution Entering Exiting Net New Distribution Entering 9 0% Exiting 9 0% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM TRAFFIC DIVERSIONS Project Trips Pass - By Valet Net New 47 48 AM TOTAL PROJECT TRAFFIC o 0 0 0 0 0 0 47 0 0 48 0 AM TOTAL TRAFFIC 26 11 26 24 13 34 17 678 6 32 871 34 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM TRAFFIC DIVERSIONS Project Trips Pass - By -2 Valet Net New 56 54 PM TOTAL PROJECT TRAFFIC o 0 0 0 0 0 0 54 0 0 54 0 PM TOTAL TRAFFIC 22 10 18 50 12 96 26 907 18 19 824 13 4 PURL/ TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 54th Street and NW 6th Court COUNT DATE: September 9, 2021 AM PEAK HOUR FACTOR: 0.89 PM PEAK HOUR FACTOR: 0.91 "AM EXISTING TRAFFIC" G 0 4- Q EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT NOTICE This submittal needs to be'scheduled fora puboc hearing In accorrlancewhh timelines set forth in the City of Miami Code.The appLI®de decision -making body rdll rodew the information at the pubdc hearing to render a recommended on or a anal decla on. AM Raw Turning Movements 0 959 4 13 426 0 1 0 11 117 16 Peak Season Correction Factor 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 Covid Adjustment Factor 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 AM EXISTING CONDITIONS 0 1,047 4 14 465 0 1 0 12 128 17 "PM EXISTING TRAFFIC" PZ-21-10809 12/16/21 sN ®; b! EW CO�Q�. 06 26 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 0 860 10 5 566 0 2 0 6 95 40 123 Peak Season Correction Factor 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 Covid Adjustment Factor 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 PM EXISTING CONDITIONS 0 939 11 5 618 0 2 0 7 104 44 134 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Magic City SAP Miami Design District SAP Amendment #1 Miami Design District SAP Amendment #2 Miami Jewish Health Systems Archbishop Curley 39 22 TOTAL "VESTED" TRAFFIC 0 39 0 0 22 0 0 0 0 0 0 0 Years To Buildout 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 Yearly Growth Rate 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% AM BACKGROUND TRAFFICGROWTH 0 105 0 1 47 0 0 0 1 13 2 13 AM NON -PROJECT TRAFFIC O 1,191 4 15 534 0 0 13 141 19 139 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Magic City SAP Magic City SAP Pass -By Miami Design District SAP Amendment #1 Miami Design District SAP Amendment #2 Miami Jewish Health Systems 7 5 TOTAL "VESTED" TRAFFIC 0 7 0 0 5 0 0 0 0 0 0 0 Years To Buildout 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 Yearly Growth Rate 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% PM BACKGROUND TRAFFICGROWFH 0 94 1 1 62 0 0 0 1 10 4 13 PM NON -PROJECT TRAFFIC O 1,040 12 6 685 0 2 0 8 114 48 147 "AM PROJECT DISTRIBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering Exiting Valet Distribution Entering Exiting Net New Distribution Entering 3 0% 3 0% Exiting 3 0% 3 0% "PM PROJECT DISTRIBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering -20. 0% Exiting 20. 0% Valet Distribution Entering Exiting Net New Distribution Entering 3 0% 3 0% Exiting 3 0% 3 0% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM TRAFFIC DIVERSIONS Project Trips Pass - By Valet Net New 16 15 16 16 AM TOTAL PROJECT TRAFFIC 0 16 0 15 16 0 0 0 0 16 0 0 AM TOTAL TRAFFIC O 1207 4 30 550 0 0 13 157 19 139 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM TRAFFIC DIVERSIONS Project Trips Pass - By -3 Valet Net New 18 18 19 18 PM TOTAL PROJECT TRAFFIC 0 18 0 18 16 0 0 0 0 18 0 0 PM TOTAL TRAFFIC O 1,058 12 24 701 0 2 0 8 132 48 147 4 PURL/ TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 54th Street and NW 6th Avenue COUNT DATE: September 9, 2021 AM PEAK HOUR FACTOR: 0.92 PM PEAK HOUR FACTOR: 0.93 "AM EXISTING TRAFFIC" G 0 4- Q EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT NOTICE This submittal heads to be scheduled fora puboc hearing In accordance whh timelines set forth in the City of Miami Cmtle.The appLIca o decision -malting bodyodL rodewihe information at the pubec hearing to render a recommendation or a anal deuce on. AM Raw Turning Movements 364 716 7 0 437 136 3 30 8 0 0 Peak Season Correction Factor 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 Covid Adjustment Factor 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 AM EXISTING CONDITIONS 397 782 8 0 477 148 3 33 9 0 0 "PM EXISTING TRAFFIC" PZ-21-10809 12/16/21 sN ptVI EW CO�Q�. EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 212 759 15 8 540 131 2 27 19 0 0 0 Peak Season Correction Factor 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 Covid Adjustment Factor 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 PM EXISTING CONDITIONS 231 829 16 9 590 143 2 29 21 0 0 0 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Magic City SAP Miami Design District SAP Amendment #1 Miami Design District SAP Amendment #2 Miami Jewish Health Systems Archbishop Curley 39 22 TOTAL "VESTED" TRAFFIC 0 39 0 0 22 0 0 0 0 0 0 0 Years To Buildout 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 Yearly Growth Rate 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% AM BACKGROUND TRAFFICGROWTH 40 78 1 0 48 15 0 3 1 0 0 0 AM NON -PROJECT TRAFFIC 437 899 9 O 547 163 3 36 10 O 0 0 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Magic City SAP Magic City SAP Pass -By Miami Design District SAP Amendment #1 Miami Design District SAP Amendment #2 Miami Jewish Health Systems 7 5 TOTAL "VESTED" TRAFFIC 0 7 0 0 5 0 0 0 0 0 0 0 Years To Buildout 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 Yearly Growth Rate 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% PM BACKGROUND TRAFFICGROWTH 23 83 2 1 59 14 0 3 2 0 0 0 PM NON -PROJECT TRAFFIC 254 919 18 10 654 157 2 32 23 O 0 0 "AM PROJECT DISTRIBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering Exiting Valet Distribution Entering Exiting Net New Distribution Entering 6 0% 3 0% Exiting 6 0% 3 0% "PM PROJECT DISTRIBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering -20. 0% Exiting 20. 0% Valet Distribution Entering Exiting Net New Distribution Entering 6 0% 3 0% Exiting 6 0% 3 0% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM TRAFFIC DIVERSIONS Project Trips Pass - By Valet Net New 32 31 16 16 AM TOTAL PROJECT TRAFFIC 0 32 0 0 31 16 0 0 16 0 0 0 AM TOTAL TRAFFIC 437 931 9 O 578 179 3 36 26 O 0 0 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM TRAFFIC DIVERSIONS Project Trips Pass - By -3 Valet Net New 36 37 19 18 PM TOTAL PROJECT TRAFFIC 0 36 0 0 34 19 0 0 18 0 0 0 PM TOTAL TRAFFIC 254 955 18 10 688 176 2 32 41 O 0 0 4 PURL/ TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW 54th Street and NW 2nd Avenue COUNT DATE: September 9, 2021 AM PEAK HOUR FACTOR: 0.95 PM PEAK HOUR FACTOR: 0.97 "AM EXISTING TRAFFIC" G 0 4- Q EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT NOTICE This submittal needs to be scheduled fora puboc hearing In accordancewhh timelines set forth in the City of Miami Code. The appLIca o decision -malting bodyodL rodew the information at the pubec hearing to render a recommended on or a anal deuce on. AM Raw Turning Movements 79 603 43 57 389 34 38 112 86 21 158 Peak Season Correction Factor 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 Covid Adjustment Factor 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 AM EXISTING CONDITIONS 86 658 47 62 425 37 41 122 94 23 173 "PM EXISTING TRAFFIC" PZ-21-10809 12/16/21 sN �VI EW CO�Q�. 06 64 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 128 590 60 92 524 68 42 259 132 27 130 67 Peak Season Correction Factor 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 Covid Adjustment Factor 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 PM EXISTING CONDITIONS 140 644 66 100 572 74 46 283 144 29 142 73 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Magic City SAP 77 29 Miami Design District SAP Amendment #1 Miami Design District SAP Amendment #2 Miami Jewish Health Systems Archbishop Curley 39 22 TOTAL "VESTED" TRAFFIC 0 39 0 0 22 0 0 77 0 0 29 0 Years To Buildout 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 Yearly Growth Rate 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% AM BACKGROUND TRAFFICGROWTH 9 66 5 6 43 4 4 12 9 2 17 6 AM NON -PROJECT TRAFFIC 95 763 52 68 490 41 45 211 103 25 219 70 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Magic City SAP 40 91 Magic City SAP Pass -By Miami Design District SAP Amendment #1 Miami Design District SAP Amendment #2 Miami Jewish Health Systems 7 5 TOTAL "VESTED" TRAFFIC 0 7 0 0 5 0 0 40 0 0 91 0 Years To Buildout 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 Yearly Growth Rate 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% PM BACKGROUND TRAFFICGROWTH 14 64 7 10 57 7 5 28 14 3 14 7 PM NON -PROJECT TRAFFIC 154 715 73 110 634 81 51 351 158 32 247 80 "AM PROJECT DISTRIBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering Exiting Valet Distribution Entering Exiting Net New Distribution Entering 9 0% 1 0% 4 0% Exiting 1. 0% 9 0% 4 0% "PM PROJECT DISTRIBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering -20. 0% Exiting 20. 0% Valet Distribution Entering Exiting Net New Distribution Entering 9 0% 1 0% 4 0% Exiting 1. 0% 9 0% 4 0% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM TRAFFIC DIVERSIONS Project Trips Pass - By Valet Net New 48 5 47 21 5 22 AM TOTAL PROJECT TRAFFIC 0 48 0 5 47 21 0 0 5 22 0 0 AM TOTAL TRAFFIC 95 811 52 73 537 62 45 211 108 47 219 70 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM TRAFFIC DIVERSIONS Project Trips Pass - By -3 Valet Net New 54 6 56 25 5 24 PM TOTAL PROJECT TRAFFIC 0 54 0 6 53 25 0 0 5 24 0 0 PM TOTAL TRAFFIC 154 769 73 116 687 106 51 351 163 56 247 80 4 PURL/ TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW/NE 54th Street and North Miami Avenue COUNT DATE: September 9, 2021 AM PEAK HOUR FACTOR: 0.93 PM PEAK HOUR FACTOR: 0.98 "AM EXISTING TRAFFIC" G 0 4- Q EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT NOTICE This submittal needs to be scheduled fora puboc hearing In accordancewhh timelines set forth in the City of Miami Code. The appLIca o decision -malting bodyodL rodew the information at the pubec hearing to render a recommended on or a anal deuce on. AM Raw Turning Movements 162 480 56 119 276 24 69 241 73 57 520 Peak Season Correction Factor 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 Covid Adjustment Factor 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 AM EXISTING CONDITIONS 177 524 61 130 301 26 75 263 80 62 568 "PM EXISTING TRAFFIC" PZ-21-10809 12/16/21 sN �VI EW CO�Q�. 06 08 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 282 429 35 121 466 76 86 672 95 56 235 108 Peak Season Correction Factor 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 Covid Adjustment Factor 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 PM EXISTING CONDITIONS 308 468 38 132 509 83 94 734 104 61 257 118 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Magic City SAP 77 29 Miami Design District SAP Amendment #1 Miami Design District SAP Amendment #2 Miami Jewish Health Systems Archbishop Curley 39 22 TOTAL "VESTED" TRAFFIC 0 39 0 0 22 0 0 77 0 0 29 0 Years To Buildout 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 Yearly Growth Rate 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% AM BACKGROUND TRAFFICGROWTH 18 52 6 13 30 3 8 26 8 6 57 11 AM NON -PROJECT TRAFFIC 195 615 67 143 353 29 83 366 88 68 654 119 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Magic City SAP 40 91 Magic City SAP Pass -By Miami Design District SAP Amendment #1 19 7 Miami Design District SAP Amendment #2 Miami Jewish Health Systems 5 2 3 2 2 4 TOTAL "VESTED" TRAFFIC 0 5 2 0 3 0 2 61 0 0 102 0 Years To Buildout 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 Yearly Growth Rate 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% PM BACKGROUND TRAFFICGROWFH 31 47 4 13 51 8 9 73 10 6 26 12 PM NON -PROJECT TRAFFIC 339 520 44 145 563 91 105 868 114 67 385 130 "AM PROJECT DISTRIBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering Exiting Valet Distribution Entering Exiting Net New Distribution Entering 14 0% 6 0% 7 0% Exiting 6 0% 14 0% 7 0% "PM PROJECT DISTRIBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering -20. 0% Exiting 20. 0% Valet Distribution Entering Exiting Net New Distribution Entering 14 0% 6 0% 7 0% Exiting 6 0% 14 0% 7 0% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM TRAFFIC DIVERSIONS Project Trips Pass - By Valet Net New 75 31 73 37 32 38 AM TOTAL PROJECT TRAFFIC 0 75 0 31 73 37 0 0 32 38 0 0 AM TOTAL TRAFFIC 195 690 67 174 426 66 83 366 120 106 654 119 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM TRAFFIC DIVERSIONS Project Trips Pass - By -3 Valet Net New 83 37 87 43 36 42 PM TOTAL PROJECT TRAFFIC 0 83 0 37 84 43 0 0 36 42 0 0 PM TOTAL TRAFFIC 339 603 44 182 647 134 105 868 150 109 385 130 4 PURL/ TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NE 54th Street and NE 2nd Avenue COUNT DATE: September 9, 2021 AM PEAK HOUR FACTOR: 0.99 PM PEAK HOUR FACTOR: 0.98 "AM EXISTING TRAFFIC" G 0 4- Q EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT NOTICE This submittal needs to be scheduled fora puboc hearing In accordance whh timelines set forth in the City of Miami Code.The appLIca o decision -malting bodyodL rodew the information at the pubec hearing to render a recommended on or a anal deuce on. AM Raw Turning Movements 67 420 50 50 254 45 54 180 69 104 378 Peak Season Correction Factor 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 Covid Adjustment Factor 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 AM EXISTING CONDITIONS 73 459 55 55 277 49 59 197 75 114 413 "PM EXISTING TRAFFIC" PZ-21-10809 12/16/21 sN /t/! EW CO�Q\. 06 92 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 86 412 42 56 436 120 80 376 74 84 277 103 Peak Season Correction Factor 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 Covid Adjustment Factor 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 PM EXISTING CONDITIONS 94 450 46 61 476 131 87 411 81 92 302 112 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Magic City SAP 186 71 Miami Design District SAP Amendment #1 Miami Design District SAP Amendment #2 8 Miami Jewish Health Systems Archbishop Curley 39 23 22 75 27 131 TOTAL "VESTED" TRAFFIC o 0 39 23 0 0 22 269 27 0 202 0 Years To Buildout 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 Yearly Growth Rate 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% AM BACKGROUND TRAFFICGROWTH 7 46 6 6 28 5 6 20 8 11 41 9 AM NON -PROJECT TRAFFIC 80 505 100 84 305 54 87 486 110 125 656 101 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Magic City SAP 95 218 Magic City SAP Pass -By -1 Miami Design District SAP Amendment #1 19 7 Miami Design District SAP Amendment #2 22 15 Miami Jewish Health Systems 5 6 4 2 4 2 TOTAL "VESTED" TRAFFIC o 0 5 6 0 0 4 138 4 0 241 0 Years To Buildout 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 Yearly Growth Rate 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% PM BACKGROUND TRAFFICGROWFH 9 45 5 6 48 13 9 41 8 9 30 11 PM NON -PROJECT TRAFFIC 103 495 56 73 524 144 100 590 93 101 573 123 "AM PROJECT DISTRIBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering Exiting Valet Distribution Entering Exiting Net New Distribution Entering 22. 0% 5 0% 4 0% 5 0% Exiting 22. 0% 4 0% 5 0% 5 0% "PM PROJECT DISTRIBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering -20. 0% -21. 0% Exiting 20. 0% 21 0% Valet Distribution Entering Exiting Net New Distribution Entering 22. 0% 5 0% 4 0% 5 0% Exiting 22. 0% 4 0% 5 0% 5 0% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM TRAFFIC DIVERSIONS Project Trips Pass - By Valet Net New 118 27 115 21 26 26 21 27 AM TOTAL PROJECT TRAFFIC 0 118 27 0 115 21 26 26 0 21 27 0 AM TOTAL TRAFFIC 80 623 127 84 420 75 113 512 110 146 683 101 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM TRAFFIC DIVERSIONS Project Trips Pass - By -3 -2 Valet Net New 131 30 136 25 31 31 24 30 PM TOTAL PROJECT TRAFFIC 0 131 30 0 133 25 31 29 0 24 30 0 PM TOTAL TRAFFIC 103 626 86 73 657 169 131 619 93 125 603 123 4 PURL/ TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NE 54th Street and NE 3rd Avenue COUNT DATE: September 9, 2021 AM PEAK HOUR FACTOR: 0.93 PM PEAK HOUR FACTOR: 0.95 "AM EXISTING TRAFFIC" G 0 4- Q EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT NOTICE This submittal needs to be scheduled fora puboc hearing In accordancewhh timelines set forth in the City of Miami Code.The appLIca o decision -malting bodyodL rodew the information at the pubec hearing to render a recommended on or a anal deuce on. AM Raw Turning Movements 34 537 25 21 287 8 38 0 42 14 1 Peak Season Correction Factor 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 Covid Adjustment Factor 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 AM EXISTING CONDITIONS 37 586 27 23 313 9 41 0 46 15 1 "PM EXISTING TRAFFIC" PZ-21-10809 12/16/21 sN ®tt/! EW CO�Q�. 06 35 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 48 465 47 33 543 14 28 3 44 12 3 35 Peak Season Correction Factor 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 Covid Adjustment Factor 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 PM EXISTING CONDITIONS 52 508 51 36 593 15 31 3 48 13 3 38 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Magic City SAP Miami Design District SAP Amendment #1 Miami Design District SAP Amendment #2 Miami Jewish Health Systems Archbishop Curley 27 23 TOTAL "VESTED" TRAFFIC 0 27 0 0 23 0 0 0 0 0 0 0 Years To Buildout 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 Yearly Growth Rate 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% AM BACKGROUND TRAFFICGROWTH 4 59 3 2 31 1 4 0 5 2 0 4 AM NON -PROJECT TRAFFIC 41 672 30 25 367 10 45 0 51 17 1 39 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Magic City SAP Magic City SAP Pass -By Miami Design District SAP Amendment #1 Miami Design District SAP Amendment #2 Miami Jewish Health Systems 4 6 TOTAL "VESTED" TRAFFIC 0 4 0 0 6 0 0 0 0 0 0 0 Years To Buildout 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 Yearly Growth Rate 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% PM BACKGROUND TRAFFICGROWTH 5 51 5 4 59 2 3 0 5 1 0 4 PM NON -PROJECT TRAFFIC 57 563 56 40 658 17 34 3 53 14 3 42 "AM PROJECT DISTRIBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering Exiting Valet Distribution Entering Exiting Net New Distribution Entering 4 0% 21. 0% 39. 0% Exiting 26. 0% 29. 0% "PM PROJECT DISTRIBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering -18. 0% 18. 0% 20. 0% -20. 0% Exiting 20. 0% 18. 0% Valet Distribution Entering Exiting Net New Distribution Entering 4 0% 21. 0% 39. 0% Exiting 26. 0% 29. 0% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM TRAFFIC DIVERSIONS Project Trips Pass - By Valet Net New 21 113 209 136 152 AM TOTAL PROJECT TRAFFIC 0 21 113 209 0 0 136 0 152 0 0 0 AM TOTAL TRAFFIC 41 693 143 234 367 10 181 0 203 17 39 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM TRAFFIC DIVERSIONS Project Trips Pass - By -23 23 26 -26 23 21 Valet Net New 24 125 232 161 180 PM TOTAL PROJECT TRAFFIC o 1 148 258 -26 0 184 0 201 0 0 0 PM TOTAL TRAFFIC 57 564 204 298 632 17 218 3 254 14 3 42 4 PURL/ TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NE 54th Street and Federal Highway COUNT DATE: September 9, 2021 AM PEAK HOUR FACTOR: 0.92 PM PEAK HOUR FACTOR: 0.94 "AM EXISTING TRAFFIC" G 0 4- Q EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT NOTICE This submittal needs to be scheduled fora puboc hearing In accordancewhh timelines set forth in the City of Miami Code. The appLIca o decision -malting bodyodL rodew the information at the pubec hearing to render a recommended on or a anal deuce on. AM Raw Turning Movements 45 400 151 72 174 23 84 131 116 57 265 Peak Season Correction Factor 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 Covid Adjustment Factor 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 AM EXISTING CONDITIONS 49 437 165 79 190 25 92 143 127 62 289 "PM EXISTING TRAFFIC" PZ-21-10809 12/16/21 sN sob VIEW CO�Q�. 06 49 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 95 271 143 43 332 63 192 296 126 39 144 74 Peak Season Correction Factor 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 Covid Adjustment Factor 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 PM EXISTING CONDITIONS 104 296 156 47 362 69 210 323 138 43 157 81 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Magic City SAP 31 23 Miami Design District SAP Amendment #1 Miami Design District SAP Amendment #2 2 Miami Jewish Health Systems Archbishop Curley 27 23 TOTAL "VESTED" TRAFFIC 0 27 0 0 23 0 0 33 0 0 23 0 Years To Buildout 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 Yearly Growth Rate 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% AM BACKGROUND TRAFFICGROWTH 5 44 17 8 19 3 9 14 13 6 29 5 AM NON -PROJECT TRAFFIC 54 508 182 87 232 28 101 190 140 68 341 54 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Magic City SAP 16 73 Magic City SAP Pass -By Miami Design District SAP Amendment #1 7 3 Miami Design District SAP Amendment #2 6 5 Miami Jewish Health Systems 4 6 TOTAL "VESTED" TRAFFIC 0 4 0 0 6 0 0 29 0 0 81 0 Years To Buildout 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 Yearly Growth Rate 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% PM BACKGROUND TRAFFICGROWTH 10 30 16 5 36 7 21 32 14 4 16 8 PM NON -PROJECT TRAFFIC 114 330 172 52 404 76 231 384 152 47 254 89 "AM PROJECT DISTRIBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering Exiting Valet Distribution Entering Exiting Net New Distribution Entering 27 0% 4 0% 8 0% Exiting 8 0% 27 0% 4 0% "PM PROJECT DISTRIBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering -370% Exiting 37 0% Valet Distribution Entering Exiting Net New Distribution Entering 27 0% 4 0% 8 0% Exiting 8 0% 27 0% 4 0% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM TRAFFIC DIVERSIONS Project Trips Pass - By Valet Net New 42 141 21 145 21 43 AM TOTAL PROJECT TRAFFIC 42 141 21 0 145 0 21 0 0 0 0 43 AM TOTAL TRAFFIC 96 649 203 87 377 28 122 190 140 68 341 97 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM TRAFFIC DIVERSIONS Project Trips Pass - By -5 Valet Net New 50 167 25 161 24 47 PM TOTAL PROJECT TRAFFIC 50 162 25 0 161 0 24 0 0 0 0 47 PM TOTAL TRAFFIC 164 492 197 52 565 76 255 384 152 47 254 136 4 PURL/ TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NE 54th Street and Biscayne Boulevard COUNT DATE: September 9, 2021 AM PEAK HOUR FACTOR: 0.97 PM PEAK HOUR FACTOR: 0.95 "AM EXISTING TRAFFIC" G 0 4- Q EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT NOTICE This submittal needs to be scheduled fora puboc hearing In accordancewhh timelines set forth in the City of Miami Code. The appLIca o decision -making bodyodL rodew the information at the pubkc hearing to render a recommended on or a anal deuce on. AM Raw Turning Movements 297 0 239 0 0 0 102 795 0 0 1,443 Peak Season Correction Factor 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 Covid Adjustment Factor 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 AM EXISTING CONDITIONS 324 0 261 0 0 0 111 868 0 0 1,575 "PM EXISTING TRAFFIC" PZ-21-10809 12/16/21 sN /�W CO�Q\. Nano/! E 06 86 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 263 0 166 0 0 0 291 1163 0 0 743 149 Peak Season Correction Factor 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 Covid Adjustment Factor 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 PM EXISTING CONDITIONS 287 0 181 0 0 0 318 1,270 0 0 811 163 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Magic City SAP 124 47 Miami Design District SAP Amendment #1 Miami Design District SAP Amendment #2 Miami Jewish Health Systems Archbishop Curley 7 20 12 12 TOTAL "VESTED" TRAFFIC 7 0 20 0 0 0 12 124 0 0 47 12 Years To Buildout 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 Yearly Growth Rate 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% AM BACKGROUND TRAFFICGROWTH 32 0 26 0 0 0 11 87 0 0 158 19 AM NON -PROJECT TRAFFIC 363 0 307 O 0 0 134 1,079 0 O 1,780 217 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Magic City SAP 63 147 Magic City SAP Pass -By -2 Miami Design District SAP Amendment #1 4 Miami Design District SAP Amendment #2 5 Miami Jewish Health Systems 4 6 TOTAL "VESTED" TRAFFIC 0 4 0 0 6 0 0 63 0 0 154 0 Years To Buildout 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 Yearly Growth Rate 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% PM BACKGROUND TRAFFICGROWFH 29 0 18 0 0 0 32 127 0 0 81 16 PM NON -PROJECT TRAFFIC 316 4 199 O 6 0 350 1,460 0 O 1,046 179 "AM PROJECT DISTRIBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering Exiting Valet Distribution Entering Exiting Net New Distribution Entering 11.0% 16. 0% Exiting 16. 0% 11 0% "PM PROJECT DISTRIBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering -23. 0% -14. 0% Exiting 23. 0% 14. 0% Valet Distribution Entering Exiting Net New Distribution Entering 11.0% 16 0% Exiting 16 0% 110% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM TRAFFIC DIVERSIONS Project Trips Pass - By Valet Net New 84 57 59 86 AM TOTAL PROJECT TRAFFIC 84 0 57 0 0 0 59 0 0 0 0 86 AM TOTAL TRAFFIC 447 0 364 O 0 0 193 1,079 0 O 1,780 303 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM TRAFFIC DIVERSIONS Project Trips Pass - By -3 -2 Valet Net New 99 68 66 95 PM TOTAL PROJECT TRAFFIC 96 0 66 0 0 0 66 0 0 0 0 95 PM TOTAL TRAFFIC 412 4 265 O 6 0 416 1,460 0 O 1,046 274 4 PURL/ TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NE 51st Street and NE 2nd Avenue (North) COUNT DATE: September 9, 2021 AM PEAK HOUR FACTOR: 0.88 PM PEAK HOUR FACTOR: 0.95 "AM EXISTING TRAFFIC" G 0 4- Q EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT AM Raw Turning Movements o 0 0 34 0 41 0 249 20 18 395 Peak Season Correction Factor 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 Covid Adjustment Factor 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 AM EXISTING CONDITIONS o 0 0 37 0 45 0 272 22 20 431 "PM EXISTING TRAFFIC" NOTICE This submittal needs to be scheduled fora puboc hearing In accordancewhh timelines set forth in the City of Miami Code. The appLIca o decision -malting bodyodL rodew the information at the pubec hearing to render a recommended on or a anal deuce on. PZ-21-10809 12/16/21 sN �p�VI EW CO�Q�. EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements o 0 0 28 0 28 0 482 43 18 381 0 Peak Season Correction Factor 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 Covid Adjustment Factor 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 PM EXISTING CONDITIONS o 0 0 31 0 31 0 526 47 20 416 0 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Magic City SAP 186 71 Miami Design District SAP Amendment #1 Miami Design District SAP Amendment #2 8 Miami Jewish Health Systems Archbishop Curley 124 193 TOTAL "VESTED" TRAFFIC o 0 0 0 0 0 0 318 0 0 264 0 Years To Buildout 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 Yearly Growth Rate 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% AM BACKGROUND TRAFFICGROWTH o 0 0 4 0 5 0 27 2 2 43 0 AM NON -PROJECT TRAFFIC O 0 0 41 0 50 O 617 24 22 738 0 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Magic City SAP 95 218 Magic City SAP Pass -By -1 Miami Design District SAP Amendment #1 19 7 Miami Design District SAP Amendment #2 22 15 Miami Jewish Health Systems 7 9 TOTAL "VESTED" TRAFFIC o 0 0 0 0 0 0 143 0 0 248 0 Years To Buildout 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 Yearly Growth Rate 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% PM BACKGROUND TRAFFICGROWFH o 0 0 3 0 3 0 53 5 2 42 0 PM NON -PROJECT TRAFFIC O 0 0 34 0 34 O 722 52 22 706 0 "AM PROJECT DISTRIBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering Exiting Valet Distribution Entering Exiting Net New Distribution Entering 5 0% 20. 0% 10. 0% Exiting 20 0% 5 0% 10 0% "PM PROJECT DISTRIBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering -21. 0% 21. 0% 22. 0% -22. 0% Exiting 22. 0% 21 0% Valet Distribution Entering Exiting Net New Distribution Entering 5 0% 20. 0% 10. 0% Exiting 20 0% 5 0% 10 0% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM TRAFFIC DIVERSIONS 44 0 34 0 0 0 0 0 29 0 0 0 62 Project Trips Pass - By Valet Net New 27 105 26 52 108 54 AM TOTAL PROJECT TRAFFIC 44 27 34 105 26 52 29 0 108 54 0 62 AM TOTAL TRAFFIC 44 27 34 146 26 102 29 617 132 76 738 62 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM TRAFFIC DIVERSIONS 57 0 24 0 0 0 0 0 13 0 0 0 20 Project Trips Pass - By 26 25 -27 27 28 -28 Valet Net New 30 124 30 62 119 60 PM TOTAL PROJECT TRAFFIC 57 30 24 150 30 87 13 -27 146 88 -28 20 PM TOTAL TRAFFIC 57 30 24 184 30 121 13 695 198 110 678 20 4 PURL/ TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NE 51st Street and NE 2nd Avenue (South) COUNT DATE: September 9, 2021 AM PEAK HOUR FACTOR: 0.88 PM PEAK HOUR FACTOR: 0.95 "AM EXISTING TRAFFIC" G 0 4- Q EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT NOTICE This submittal needs to be scheduled fora puboc hearing In accordancewhh timelines set forth in the City of Miami Code. The appLIca o decision -malting bodyodL rodew the information at the pubec hearing to render a recommended on or a anal deuce on. AM Raw Turning Movements 37 0 28 0 0 0 24 212 0 0 429 Peak Season Correction Factor 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 Covid Adjustment Factor 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 AM EXISTING CONDITIONS 40 0 31 0 0 0 26 231 0 0 468 "PM EXISTING TRAFFIC" PZ-21-10809 12/16/21 sN r SEW CO' Ell 06 56 EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements as 0 20 0 0 0 11 434 0 0 409 9 Peak Season Correction Factor 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 Covid Adjustment Factor 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 PM EXISTING CONDITIONS 52 0 22 0 0 0 12 474 0 0 447 10 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Magic City SAP 186 71 Miami Design District SAP Amendment #1 Miami Design District SAP Amendment #2 8 Miami Jewish Health Systems Archbishop Curley 124 193 TOTAL "VESTED" TRAFFIC o 0 0 0 0 0 0 318 0 0 264 0 Years To Buildout 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 Yearly Growth Rate 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% AM BACKGROUND TRAFFICGROWTH 4 0 3 0 0 0 3 23 0 0 47 6 AM NON -PROJECT TRAFFIC 44 0 34 O 0 0 29 572 0 O 779 62 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Magic City SAP 95 218 Miami Design District SAP Amendment #1 -1 Miami Design District SAP Amendment #2 19 7 Miami Jewish Health Systems 22 15 Archbishop Curley 7 9 TOTAL "VESTED" TRAFFIC o 0 0 0 0 0 0 143 0 0 239 9 Years To Buildout 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 Yearly Growth Rate 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% PM BACKGROUND TRAFFICGROWFH 5 0 2 0 0 0 1 47 0 0 45 1 PM NON -PROJECT TRAFFIC 57 0 24 O 0 0 13 664 0 O 731 20 "AM PROJECT DISTRIBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering Exiting Valet Distribution Entering Exiting Net New Distribution Entering Exiting "PM PROJECT DISTRIBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering Exiting Valet Distribution Entering Exiting Net New Distribution Entering Exiting "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM TRAFFIC DIVERSIONS -44 0 -34 0 0 0 0 0 -29 -572 0 0 0 -779 -62 Project Trips Pass - By Valet Net New AM TOTAL PROJECT TRAFFIC -44 0 -34 0 0 0 -29 -572 0 0 -779 -62 AM TOTAL TRAFFIC O 0 0 O 0 0 O 0 0 O 0 0 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM TRAFFIC DIVERSIONS -57 0 -24 0 0 0 0 0 -13 -664 0 0 0 -731 -20 Project Trips Pass - By Valet Net New PM TOTAL PROJECT TRAFFIC -57 0 -24 0 0 0 -13 -664 0 0 -731 -20 PM TOTAL TRAFFIC O 0 0 O 0 0 O 0 0 O 0 0 4 PURL/ TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NE 50th Terrace and Biscayne Boulevard COUNT DATE: September 9, 2021 AM PEAK HOUR FACTOR: 0.97 PM PEAK HOUR FACTOR: 0.96 "AM EXISTING TRAFFIC" G 0 4- Q EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT NOTICE This submittal needs to be scheduled fora puboc hearing In accordancewhh timelines set forth in the City of Miami Code.The appLI®de decision -malting bodyodL rodew the information at the pubec hearing to render a recommended on or a anal deuce on. AM Raw Turning Movements o 0 0 71 0 14 0 907 46 31 1625 Peak Season Correction Factor 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 Covid Adjustment Factor 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 AM EXISTING CONDITIONS o 0 0 78 0 15 0 990 50 34 1,774 "PM EXISTING TRAFFIC" PZ-21-10809 12/16/21 sN ptVI EW CO�Q�. EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 0 0 0 52 0 13 0 1313 56 17 993 0 Peak Season Correction Factor 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 Covid Adjustment Factor 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 PM EXISTING CONDITIONS o 0 0 57 0 14 0 1,434 61 19 1,084 0 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Magic City SAP 124 47 Miami Design District SAP Amendment #1 Miami Design District SAP Amendment #2 Miami Jewish Health Systems Archbishop Curley 12 20 TOTAL "VESTED" TRAFFIC o 0 0 0 0 0 0 136 0 0 67 0 Years To Buildout 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 Yearly Growth Rate 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% AM BACKGROUND TRAFFICGROWTH o 0 0 8 0 2 0 99 5 3 178 0 AM NON -PROJECT TRAFFIC O 0 0 86 0 17 O 1,225 55 37 2,019 0 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Magic City SAP 63 147 Magic City SAP Pass -By -2 Miami Design District SAP Amendment #1 4 Miami Design District SAP Amendment #2 5 Miami Jewish Health Systems TOTAL "VESTED" TRAFFIC o 0 0 0 0 0 0 63 0 0 154 0 Years To Buildout 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 Yearly Growth Rate 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% PM BACKGROUND TRAFFICGROWFH o 0 0 6 0 1 0 144 6 2 109 0 PM NON -PROJECT TRAFFIC O 0 0 63 0 15 O 1,641 67 21 1,347 0 "AM PROJECT DISTRIBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering Exiting Valet Distribution Entering Exiting Net New Distribution Entering 1. 0% 10. 0% Exiting to% 10.0% "PM PROJECT DISTRIBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering -14. 0% Exiting 14. 0% Valet Distribution Entering Exiting Net New Distribution Entering 1. 0% 10. 0% Exiting to% 10.0% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM TRAFFIC DIVERSIONS Project Trips Pass - By Valet Net New 5 54 5 52 AM TOTAL PROJECT TRAFFIC o 0 0 0 0 5 0 54 0 5 52 0 AM TOTAL TRAFFIC O 0 0 86 0 22 O 1279 55 42 2,071 0 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM TRAFFIC DIVERSIONS Project Trips Pass - By -2 Valet Net New 6 60 6 62 PM TOTAL PROJECT TRAFFIC o 0 0 0 0 6 0 60 0 6 60 0 PM TOTAL TRAFFIC O 0 0 63 0 21 O 1,701 67 27 1,407 0 4 PURL/ TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NW/NE 46th Street and North Miami Avenue COUNT DATE: September 9, 2021 AM PEAK HOUR FACTOR: 0.88 PM PEAK HOUR FACTOR: 0.94 "AM EXISTING TRAFFIC" G 0 4- Q EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT NOTICE This submittal needs to be scheduled fora puboc hearing In accordancewhh timelines set forth in the City of Miami Code. The appLIca o decision -making bodyodL rodew the information at the pubkc hearing to render a recommended on or a anal deuce on. AM Raw Turning Movements 20 25 29 11 9 4 8 329 23 8 714 Peak Season Correction Factor 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 Covid Adjustment Factor 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 AM EXISTING CONDITIONS 22 27 32 12 10 4 9 359 25 9 780 "PM EXISTING TRAFFIC" PZ-21-10809 12/16/21 sN ®tt/! EW CO�Q\. EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 29 26 35 11 20 4 23 822 27 2 370 25 Peak Season Correction Factor 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 Covid Adjustment Factor 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 PM EXISTING CONDITIONS 32 28 38 12 22 4 25 897 29 2 404 27 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Magic City SAP 77 29 Miami Design District SAP Amendment #1 Miami Design District SAP Amendment #2 Miami Jewish Health Systems Archbishop Curley TOTAL "VESTED" TRAFFIC o 0 0 0 0 0 0 77 0 0 29 0 Years To Buildout 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 Yearly Growth Rate 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% AM BACKGROUND TRAFFICGROWTH 2 3 3 1 1 0 1 36 3 1 78 2 AM NON -PROJECT TRAFFIC 24 30 35 13 11 4 10 472 28 10 887 19 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Magic City SAP 40 91 Magic City SAP Pass -By Miami Design District SAP Amendment #1 19 7 Miami Design District SAP Amendment #2 Miami Jewish Health Systems 4 6 TOTAL "VESTED" TRAFFIC o 0 0 0 0 0 0 63 0 0 104 0 Years To Buildout 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 Yearly Growth Rate 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% PM BACKGROUND TRAFFICGROWFH 3 3 4 1 2 0 3 90 3 0 40 3 PM NON -PROJECT TRAFFIC 35 31 42 13 24 4 28 1,050 32 2 548 30 "AM PROJECT DISTRIBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering Exiting Valet Distribution Entering Exiting Net New Distribution Entering 2 0% 4 0% 4 0% 5 0% Exiting 5 0% 4 0% 4 0% 2 0% "PM PROJECT DISTRIBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering Exiting Valet Distribution Entering Exiting Net New Distribution Entering 2 0% 4 0% 4 0% 5 0% Exiting 5 0% 4 0% 4 0% 2 0% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM TRAFFIC DIVERSIONS Project Trips Pass - By Valet Net New 11 22 26 21 21 27 21 10 AM TOTAL PROJECT TRAFFIC 11 22 0 26 21 0 0 21 27 0 21 10 AM TOTAL TRAFFIC 35 52 35 39 32 4 10 493 55 10 908 29 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM TRAFFIC DIVERSIONS Project Trips Pass - By Valet Net New 12 23 31 25 24 30 25 12 PM TOTAL PROJECT TRAFFIC 12 23 0 31 25 0 0 24 30 0 25 12 PM TOTAL TRAFFIC 47 54 42 44 49 4 28 1,074 62 2 573 42 4 PURL/ TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NE 39th Street and NE 2nd Avenue COUNT DATE: September 9, 2021 AM PEAK HOUR FACTOR: 0.91 PM PEAK HOUR FACTOR: 0.93 "AM EXISTING TRAFFIC" G 0 4- Q EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT NOTICE This submittal needs to be scheduled fora puboc hearing In accordancewhh timelines set forth in the City of Miami Code. The appLIca o decision -malting bodyodL rodew the information at the pubec hearing to render a recommended on or a anal deuce on. AM Raw Turning Movements 38 39 18 45 49 95 8 196 16 45 364 Peak Season Correction Factor 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 Covid Adjustment Factor 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 AM EXISTING CONDITIONS 41 43 20 49 53 104 9 214 17 49 397 "PM EXISTING TRAFFIC" PZ-21-10809 12/16/21 sN ®tt/! EW CO�Q\. EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 31 18 52 46 59 131 26 304 28 50 340 38 Peak Season Correction Factor 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 Covid Adjustment Factor 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 PM EXISTING CONDITIONS 34 20 57 50 64 143 28 332 31 55 371 41 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Magic City SAP 186 71 Miami Design District SAP Amendment #1 Miami Design District SAP Amendment #2 2 11 1 Miami Jewish Health Systems Archbishop Curley 23 81 31 33 18 13 TOTAL "VESTED" TRAFFIC 23 0 0 0 0 81 0 217 0 35 100 14 Years To Buildout 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 Yearly Growth Rate 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% AM BACKGROUND TRAFFICGROWTH 4 4 2 5 5 10 1 21 2 5 40 2 AM NON -PROJECT TRAFFIC 68 47 22 54 58 195 10 452 19 89 537 32 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Magic City SAP 95 218 Magic City SAP Pass -By -1 Miami Design District SAP Amendment #1 5 6 2 6 9 Miami Design District SAP Amendment #2 3 23 17 6 32 4 Miami Jewish Health Systems 5 4 TOTAL "VESTED" TRAFFIC 8 0 0 0 6 25 0 117 6 15 253 4 Years To Buildout 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 Yearly Growth Rate 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% PM BACKGROUND TRAFFICGROWFH 3 2 6 5 6 14 3 33 3 6 37 4 PM NON -PROJECT TRAFFIC 45 22 63 55 76 182 31 482 40 76 661 49 "AM PROJECT DISTRIBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering Exiting Valet Distribution Entering Exiting Net New Distribution Entering Ito% Exiting Ito% "PM PROJECT DISTRIBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering -22. 0% Exiting 22. 0% Valet Distribution Entering Exiting Net New Distribution Entering Ito% Exiting Ito% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM TRAFFIC DIVERSIONS Project Trips Pass - By Valet Net New 59 58 AM TOTAL PROJECT TRAFFIC o 0 0 0 0 0 0 59 0 0 58 0 AM TOTAL TRAFFIC 68 47 22 54 58 195 10 511 19 89 595 32 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM TRAFFIC DIVERSIONS Project Trips Pass - By -2 Valet Net New 66 68 PM TOTAL PROJECT TRAFFIC o 0 0 0 0 0 0 66 0 0 66 0 PM TOTAL TRAFFIC 45 22 63 55 76 182 31 548 40 76 727 49 4 PURL/ TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NE 54th Street & Service Vehicle Entrance COUNT DATE: September 9, 2021 AM PEAK HOUR FACTOR: 0.92 PM PEAK HOUR FACTOR: 0.92 "AM EXISTING TRAFFIC" G 0 4- Q EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT NOTICE This submittal needs to be scheduled fora puboc hearing In accordancewhh timelines set forth in the City of Miami Code. The appLIca o decision -malting bodyodL rodew the information at the pubec hearing to render a recommended on or a anal deuce on. AM Raw Turning Movements 0 595 0 0 326 0 0 0 0 0 0 Peak Season Correction Factor 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 Covid Adjustment Factor 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 AM EXISTING CONDITIONS 0 650 0 0 356 0 0 0 0 0 0 "PM EXISTING TRAFFIC" PZ-21-10809 12/16/21 sN ptVI EW CO�Q�. EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 0 540 0 0 605 0 0 0 0 0 0 0 Peak Season Correction Factor 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 Covid Adjustment Factor 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 PM EXISTING CONDITIONS 0 590 0 0 661 0 0 0 0 0 0 0 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Magic City SAP Miami Design District SAP Amendment #1 Miami Design District SAP Amendment #2 Miami Jewish Health Systems Archbishop Curley 27 23 TOTAL "VESTED" TRAFFIC 0 27 0 0 23 0 0 0 0 0 0 0 Years To Buildout 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 Yearly Growth Rate 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% AM BACKGROUND TRAFFICGROWTH 0 65 0 0 36 0 0 0 0 0 0 0 AM NON -PROJECT TRAFFIC O 742 0 O 415 0 O 0 0 O 0 0 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Magic City SAP Magic City SAP Pass -By Miami Design District SAP Amendment #1 Miami Design District SAP Amendment #2 Miami Jewish Health Systems 4 6 TOTAL "VESTED" TRAFFIC 0 4 0 0 6 0 0 0 0 0 0 0 Years To Buildout 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 Yearly Growth Rate 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% PM BACKGROUND TRAFFICGROWTH 0 59 0 0 66 0 0 0 0 0 0 0 PM NON -PROJECT TRAFFIC O 653 0 O 733 0 O 0 0 O 0 0 "AM PROJECT DISTRIBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering Exiting Valet Distribution Entering Exiting Net New Distribution Entering 25 0% 1 0% Exiting 26. 0% "PM PROJECT DISTRIBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering -20. 0% Exiting 20. 0% Valet Distribution Entering Exiting Net New Distribution Entering 25 0% 1 0% Exiting 26. 0% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM TRAFFIC DIVERSIONS Project Trips Pass - By Valet Net New 134 5 136 AM TOTAL PROJECT TRAFFIC 0 134 5 0 136 0 0 0 0 0 0 0 AM TOTAL TRAFFIC O 876 5 O 551 0 O 0 0 O 0 0 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM TRAFFIC DIVERSIONS Project Trips Pass - By -3 Valet Net New 149 6 161 PM TOTAL PROJECT TRAFFIC 0 149 6 0 158 0 0 0 0 0 0 0 PM TOTAL TRAFFIC O 802 6 O 891 0 O 0 0 O 0 0 4 PURL/ TRAFFIC VOLUMES AT STUDY INTERSECTIONS INTERSECTION: NE 54th Street and East Driveway COUNT DATE: September 9, 2021 AM PEAK HOUR FACTOR: 0.92 PM PEAK HOUR FACTOR: 0.92 "AM EXISTING TRAFFIC" G 0 4- Q EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT NOTICE This submittal needs to be scheduled fora puboc hearing In accordancewhh timelines set forth in the City of Miami Code. The appLIca o decision -malting bodyodL rodew the information at the pubec hearing to render a recommended on or a anal deuce on. AM Raw Turning Movements 0 595 0 0 310 0 0 0 0 0 0 Peak Season Correction Factor 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 Covid Adjustment Factor 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 AM EXISTING CONDITIONS 0 650 0 0 338 0 0 0 0 0 0 "PM EXISTING TRAFFIC" PZ-21-10809 12/16/21 sN ptVI EW CO�Q�. EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM Raw Turning Movements 0 515 0 0 594 0 0 0 0 0 0 0 Peak Season Correction Factor 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 1 06 Covid Adjustment Factor 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 1 03 PM EXISTING CONDITIONS 0 562 0 0 649 0 0 0 0 0 0 0 "AM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Magic City SAP Miami Design District SAP Amendment #1 Miami Design District SAP Amendment #2 Miami Jewish Health Systems Archbishop Curley 27 23 TOTAL "VESTED" TRAFFIC 0 27 0 0 23 0 0 0 0 0 0 0 Years To Buildout 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 Yearly Growth Rate 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% AM BACKGROUND TRAFFICGROWTH 0 65 0 0 34 0 0 0 0 0 0 0 AM NON -PROJECT TRAFFIC O 742 0 O 395 0 O 0 0 O 0 0 "PM BACKGROUND TRAFFIC" EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Magic City SAP Magic City SAP Pass -By Miami Design District SAP Amendment #1 Miami Design District SAP Amendment #2 Miami Jewish Health Systems 4 6 TOTAL "VESTED" TRAFFIC 0 4 0 0 6 0 0 0 0 0 0 0 Years To Buildout 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 Yearly Growth Rate 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% 1 20% PM BACKGROUND TRAFFICGROWTH 0 56 0 0 65 0 0 0 0 0 0 0 PM NON -PROJECT TRAFFIC O 622 0 O 720 0 O 0 0 O 0 0 "AM PROJECT DISTRIBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering Exiting Valet Distribution Entering Exiting Net New Distribution Entering 4 0% 39. 0% Exiting 29 0% 10 0% "PM PROJECT DISTRIBUTION" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Pass -By Distribution Entering -37. 0% 19. 0% Exiting 18. 0% 19. 0% Valet Distribution Entering Exiting Net New Distribution Entering 4 0% 39. 0% Exiting 29 0% 10 0% "AM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR AM TRAFFIC DIVERSIONS Project Trips Pass - By Valet Net New 152 21 209 52 AM TOTAL PROJECT TRAFFIC 0 152 21 0 209 0 0 0 52 0 0 0 AM TOTAL TRAFFIC O 894 21 O 604 0 O 0 52 O 0 0 "PM PROJECT TRAFFIC" LAND USE TYPE EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR PM TRAFFIC DIVERSIONS Project Trips Pass - By -27 25 22 Valet Net New 180 24 232 52 PM TOTAL PROJECT TRAFFIC 0 153 49 0 232 0 0 0 84 0 0 0 PM TOTAL TRAFFIC O 775 49 O 952 0 O 0 84 O 0 0 PUB(, o' y 0 0 a NOTICE This submittal needs b be scheduled for a puboc hearing in accordance with timelines set forth in the City of Miami Code.The applica de decision -making bodywill renew the intonna0on at the pubs hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 cieNe<0 ktiffEw c,_ Appendix Intersection Capacity Analysis Worksheets 2 4 PURL/ G 0 4- Q NOTICE This submittal needs to be' scheduled fora pubic hearing In acoordanre whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubc hearing to render a recommended on or a final decM on. PZ-21-10809 12/16/21 sN SEW cO�Qv Existing A.M. Lanes, Volumes, Timings 1: NW 6th Avenue/I-95 SB Off -Ramp & NW 62nd Street Lane Group EBT WBL WBT SBL SBT 09 Lane Configurations " i ++ 1 Traffic Volume (vph) 581 216 416 255 255 Future Volume (vph) 581 216 416 255 255 Turn Type NA pm+pt NA Split NA Protected Phases 6 5 2 8 8 9 Permitted Phases 2 Detector Phase 6 5 2 8 8 Switch Phase Minimum Initial (s) 16.0 5.0 16.0 7.0 7.0 1.0 Minimum Split (s) 22.0 11.0 22.0 13.0 13.0 21.0 Total Split (s) 55.0 17.0 72.0 53.0 53.0 19.0 Total Split (%) 38.2% 11.8% 50.0% 36.8% 36.8% 13% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 2.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 0.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode C-Max None C-Max None None None Intersection Summary This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 144 Actuated Cycle Length: 144 Offset: 52 (36%), Referenced to phase 2:WBTL and 6:EBT, Start of Yellow Natural Cycle: 110 Control Type: Actuated -Coordinated Splits and Phases: 1: NW 6th Avenue/I-95 SB Off -Ramp & NW 62nd Street ki0ir 9 38 411- 02 (R) 72s 19s 53s 05 4J6 (R) 17s I 55s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn HCM Signalized Intersection Capacity Analysis 1: NW 6th Avenue/I-95 SB Off -Ramp & NW 62nd Street This submittal needs to be schebu led bra public hearing In accordance with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decia on. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations 144 19 ++ Traffic Volume (vph) 0 581 418 216 416 0 0 0 0 25 Future Volume (vph) 0 581 418 216 416 0 0 0 0 255 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 0.95 1.00 0.95 1.00 1.00 Frpb, ped/bikes 0.99 1.00 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 Frt 0.94 1.00 1.00 1.00 0.93 Flt Protected 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 3298 1770 3539 1770 1719 Flt Permitted 1.00 0.08 1.00 0.95 1.00 Satd. Flow (perm) 3298 152 3539 1770 1719 Peak -hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 0 612 440 227 438 0 0 0 0 268 268 241 RTOR Reduction (vph) 0 87 0 0 0 0 0 0 0 0 23 0 Lane Group Flow (vph) 0 965 0 227 438 0 0 0 0 268 486 0 Confl. Peds. (#/hr) 38 1 1 38 2 2 Confl. Bikes (#/hr) 2 2 PZ-21-10809 12/16/21 1900 Turn Type NA pm+pt NA Protected Phases 6 5 2 Permitted Phases 2 Actuated Green, G (s) 52.2 75.9 75.9 Effective Green, g (s) 52.2 75.9 75.9 Actuated g/C Ratio 0.36 0.53 0.53 Clearance Time (s) 6.0 6.0 6.0 Vehicle Extension (s) 1.0 2.0 1.0 Lane Grp Cap (vph) 1195 278 1865 v/s Ratio Prot 0.29 c0.10 0.12 v/s Ratio Perm c0.33 v/c Ratio 0.81 0.82 0.23 Uniform Delay, d1 41.4 38.5 18.4 Progression Factor 1.00 1.00 1.00 Incremental Delay, d2 5.9 15.9 0.3 Delay (s) 47.3 54.4 18.7 Level of Service D D B Approach Delay (s) 47.3 30.9 Approach LOS D C Intersection Summary 0.0 A Split NA 8 8 43.9 43.9 43.9 43.9 0.30 0.30 6.0 6.0 2.5 2.5 539 524 0.15 c0.28 0.50 0.93 41.0 48.5 1.00 1.00 0.5 22.6 41.5 71.2 D E 60.9 E HCM 2000 Control Delay 47.2 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.81 Actuated Cycle Length (s) 144.0 Sum of lost time (s) 20.0 Intersection Capacity Utilization 121.7% ICU Level of Service H Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn Lanes, Volumes, Timings 2: NW 6th Avenue/NW 5th Court & NW 62nd Street Lane Group EBL EBT WBT NBT 09 Lane Configurations ++ 114 414 Traffic Volume (vph) 346 452 491 556 Future Volume (vph) 346 452 491 556 Turn Type pm+pt NA NA NA Protected Phases 1 6 2 4 9 Permitted Phases 6 Detector Phase 1 6 2 4 Switch Phase Minimum Initial (s) 5.0 16.0 16.0 7.0 1.0 Minimum Split (s) 11.0 22.0 22.0 13.0 29.0 Total Split (s) 15.0 78.0 63.0 47.0 27.0 Total Split (%) 9.9% 51.3% 41.4% 30.9% 18% Yellow Time (s) 4.0 4.0 4.0 4.0 2.0 All -Red Time (s) 2.0 2.0 2.0 2.0 0.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Recall Mode None C-Max C-Max None None Intersection Summary This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 152 Actuated Cycle Length: 152 Offset: 58 (38%), Referenced to phase 2:WBT and 6:EBTL, Start of Yellow Natural Cycle: 150 Control Type: Actuated -Coordinated Splits and Phases: 2: NW 6th Avenue/NW 5th Court & NW 62nd Street 01 9 4O4 02 (R)411- 15s 613s T 27s .47s 1 -11"06 (R) 78s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn HCM Signalized Intersection Capacity Analysis 2: NW 6th Avenue/NW 5th Court & NW 62nd Street Movement EBL EBT EBR WBL WBT WBR NBL Lane Configurations 'Pi ++ 114 Traffic Volume (vph) 346 452 0 0 491 198 304 Future Volume (vph) 346 452 0 0 491 198 304 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.0 Lane Util. Factor 1.00 0.95 0.95 Frpb, ped/bikes 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 Frt 1.00 1.00 0.96 Flt Protected 0.95 1.00 1.00 Satd. Flow (prot) 1768 3539 3352 Flt Permitted 0.22 1.00 1.00 Satd. Flow (perm) 403 3539 3352 I P NBT NBR 414 556 294 556 294 0 1900 1900 1900 6.0 0.95 1.00 1.00 0.96 0.99 3348 0.99 3348 This submittal needs to be schebu led bra public hearing In accordance with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decla on. PZ-21-10809 12/16/21 1900 1900 Peak -hour factor, PHF 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 368 481 0 0 522 RTOR Reduction (vph) 0 0 0 0 29 Lane Group Flow (vph) 368 481 0 0 704 Confl. Peds. (#/hr) 29 5 5 Confl. Bikes (#/hr) 3 0.94 0.94 0.94 0.94 0.94 0.94 0.94 211 323 591 313 0 0 0 0 0 20 0 0 0 0 0 0 1207 0 0 0 0 29 2 2 1 Turn Type pm+pt NA NA Split NA Protected Phases 1 6 2 4 4 Permitted Phases 6 Actuated Green, G (s) 71.2 71.2 56.2 51.8 Effective Green, g (s) 71.2 71.2 56.2 51.8 Actuated g/C Ratio 0.47 0.47 0.37 0.34 Clearance Time (s) 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.0 1.0 1.0 2.5 Lane Grp Cap (vph) 269 1657 1239 1140 v/s Ratio Prot c0.08 0.14 0.21 c0.36 v/s Ratio Perm c0.56 v/c Ratio 1.37 0.29 0.57 1.06 Uniform Delay, d1 39.0 24.9 38.2 50.1 Progression Factor 1.00 1.00 1.00 1.00 Incremental Delay, d2 187.6 0.4 1.9 43.7 Delay (s) 226.6 25.3 40.1 93.8 Level of Service F C D F Approach Delay (s) 112.5 40.1 93.8 Approach LOS F D F Intersection Summary 0.0 A HCM 2000 Control Delay 85.5 HCM 2000 Level of Service F HCM 2000 Volume to Capacity ratio 1.12 Actuated Cycle Length (s) 152.0 Sum of lost time (s) 20.0 Intersection Capacity Utilization 121.7% ICU Level of Service H Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn 4 PURL/ Lanes, Volumes, Timings 3: NW 2nd Avenue & NW 62nd Street/NE 62nd Street G 0 4- t Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations 19 /14 19 fi4 19 + r* 19 1' Traffic Volume (vph) 44 454 35 336 140 151 59 44 150 Future Volume (vph) 44 454 35 336 140 151 59 44 150 84 Turn Type pm+pt NA pm+pt NA pm+pt NA Perm pm+pt NA Perm Protected Phases 1 6 5 2 7 4 3 8 Permitted Phases 6 2 4 4 8 Detector Phase 1 6 5 2 7 4 4 3 8 8 Switch Phase Minimum Initial (s) 5.0 16.0 5.0 16.0 5.0 7.0 7.0 5.0 7.0 7.0 1.0 Minimum Split (s) 10.7 25.0 10.7 25.0 10.7 25.0 25.0 10.7 25.0 25.0 26.0 Total Split (s) 16.0 52.0 16.0 52.0 16.0 42.0 42.0 16.0 42.0 42.0 24.0 Total Split (%) 10.7% 34.7% 10.7% 34.7% 10.7% 28.0% 28.0% 10.7% 28.0% 28.0% 16% Yellow Time (s) 3.7 4.0 3.7 4.0 3.7 4.0 4.0 3.7 4.0 4.0 2.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 0.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.7 6.0 5.7 6.0 5.7 6.0 6.0 5.7 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max None Max None None None None None None None NOTICE This submittal needs to be scheduled bra public hearing In accordance with Idmatinee set forth in the City of Miami Code. The appLlea decision -malting body will review the lntormatlon at the public hearing to render a recommentlatl on or a final decla on. Intersection Summary 8 8 44, 4'4-VI EW CO' PZ-21-10809 12/16/21 9 Cycle Length: 150 Actuated Cycle Length: 103.5 Natural Cycle: 100 Control Type: Actuated -Uncoordinated Splits and Phases: 3: NW 2nd Avenue & NW 62nd Street/NE 62nd Street 1 .409 03 04 02 16s 1152s 24s 16s 42s 05 07 Jr 1-.3 6 16s ■52s 16s 42s I 1 K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn HCM Signalized Intersection Capacity Analysis 3: NW 2nd Avenue & NW 62nd Street/NE 62nd Street c Ak. t P Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations 19 4l 19 fi4 19 + r* Traffic Volume (vph) 44 454 164 35 336 16 140 151 59 Future Volume (vph) 44 454 164 35 336 16 140 151 59 44 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.7 6.0 5.7 6.0 5.7 6.0 6.0 5.7 6.0 6.0 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 0.99 1.00 1.00 1.00 1.00 0.97 1.00 1.00 0.98 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 Frt 1.00 0.96 1.00 0.99 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1765 3375 1768 3511 1768 1863 1540 1756 1863 1549 Flt Permitted 0.49 1.00 0.34 1.00 0.41 1.00 1.00 0.65 1.00 1.00 Satd. Flow (perm) 919 3375 634 3511 758 1863 1540 1207 1863 1549 Peak -hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 48 493 178 38 365 17 152 164 64 48 163 91 RTOR Reduction (vph) 0 19 0 0 2 0 0 0 52 0 0 78 Lane Group Flow (vph) 48 652 0 38 380 0 152 164 12 48 163 13 Confl. Peds. (#/hr) 10 6 6 10 4 10 10 4 Confl. Bikes (#/hr) 1 Turn Type pm+pt NA pm+pt NA pm+pt NA Perm pm+pt NA Perm Protected Phases 1 6 5 2 7 4 3 8 Permitted Phases 6 2 4 4 8 8 Actuated Green, G (s) 55.1 50.1 52.3 48.7 30.4 20.5 20.5 21.4 16.0 16.0 Effective Green, g (s) 55.1 50.1 52.3 48.7 30.4 20.5 20.5 21.4 16.0 16.0 Actuated g/C Ratio 0.51 0.46 0.48 0.45 0.28 0.19 0.19 0.20 0.15 0.15 Clearance Time (s) 5.7 6.0 5.7 6.0 5.7 6.0 6.0 5.7 6.0 6.0 Vehicle Extension (s) 2.0 1.0 2.0 1.0 2.0 2.5 2.5 2.0 2.5 2.5 Lane Grp Cap (vph) 505 1556 342 1574 304 351 290 265 274 228 v/s Ratio Prot c0.00 c0.19 0.00 0.11 c0.05 0.09 0.01 c0.09 v/s Ratio Perm 0.04 0.05 0.09 0.01 0.03 0.01 v/c Ratio 0.10 0.42 0.11 0.24 0.50 0.47 0.04 0.18 0.59 0.06 Uniform Delay, d1 13.6 19.5 15.1 18.5 31.1 39.2 36.0 36.0 43.3 39.8 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.0 0.8 0.1 0.4 0.5 0.7 0.0 0.1 2.9 0.1 Delay (s) 13.6 20.4 15.2 18.9 31.6 39.9 36.1 36.1 46.2 39.9 Level of Service B C B B C D D D D D Approach Delay (s) 19.9 18.6 35.9 42.7 Approach LOS B B D D Intersection Summary This submittal needs to be schebu led bra public hearing In accordance with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decla on. PZ-21-10809 12/16/21 HCM 2000 Control Delay 26.7 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.44 Actuated Cycle Length (s) 108.6 Sum of lost time (s) 25.4 Intersection Capacity Utilization 57.3% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn Lanes, Volumes, Timings 4: NE 2nd Avenue & NE 62nd Street & NE 61st Street t Lane Group EBL2 EBT EBR NBL NBT SBL SBT SWL SWR Lane Configurations 'Pi +1 r* 19 r v Traffic Volume (vph) 96 243 111 45 289 60 536 41 183 Future Volume (vph) 96 243 111 45 289 60 536 41 183 Turn Type pm+pt NA Perm Perm NA Perm NA pm+pt Perm Protected Phases 3 8 6 2 7 Permitted Phases 8 8 6 2 4 4 Detector Phase 3 8 8 6 6 2 2 7 4 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 7.0 7.0 7.0 7.0 5.0 7.0 Minimum Split (s) 10.7 25.0 25.0 41.0 41.0 41.0 41.0 10.7 25.0 Total Split (s) 20.0 40.0 40.0 60.0 60.0 60.0 60.0 20.0 40.0 Total Split (%) 16.7% 33.3% 33.3% 50.0% 50.0% 50.0% 50.0% 16.7% 33.3% Yellow Time (s) 3.7 4.0 4.0 4.0 4.0 4.0 4.0 3.7 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.7 6.0 6.0 6.0 6.0 5.7 6.0 Lead/Lag Lead Lag Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None C-Max C-Max C-Max C-Max None None Intersection Summary This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 120 Actuated Cycle Length: 120 Offset: 27 (23%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 80 Control Type: Actuated -Coordinated Splits and Phases: 4: NE 2nd Avenue & NE 62nd Street & NE 61st Street IF (R)? 04 60s} ZJs 40s I �36 4R) 07 U 60s 20s 40s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn PURL/ HCM Signalized Intersection Capacity Analysis 4: NE 2nd Avenue & NE 62nd Street & NE 61st Street 4 0 Movement EBL2 EBT EBR NBL NBT NBR2 SBL SBT SBR Lane Configurations 'Pi +1 r* Traffic Volume (vph) 96 243 111 45 289 47 60 536 66 4 Future Volume (vph) 96 243 111 45 289 47 60 536 66 41 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.7 6.0 6.0 6.0 6.0 5.7 Lane Util. Factor 1.00 0.95 1.00 0.95 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 1.00 Flpb, ped/bikes 0.98 1.00 1.00 1.00 1.00 0.99 Frt 1.00 1.00 0.85 0.98 0.99 1.00 Flt Protected 0.95 1.00 1.00 0.99 1.00 0.95 Satd. Flow (prot) 1731 3539 1553 3444 3463 1757 Flt Permitted 0.95 1.00 1.00 0.80 0.86 0.95 Satd. Flow (perm) 1731 3539 1553 2786 3005 1757 Peak -hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 101 256 117 47 304 49 63 564 69 43 RTOR Reduction (vph) 0 0 99 0 28 0 0 5 0 0 Lane Group Flow (vph) 101 256 18 0 372 0 0 691 0 43 Confl. Peds. (#/hr) 12 4 5 7 7 5 4 Confl. Bikes (#/hr) 7 3 NOTICE This submittal needs to be scheduled bra public hearing In accordance with Idmatinee set forth in the City of Miami Code. The appll®de decision -malting body will review the lntormatlon at the public hearing to render a recommentlatl on or a final decla on. PZ-21-10809 12/16/21 4441,1 E 1900 6.0 0.88 1.00 1.00 0.85 1.00 2787 1.00 2787 0.95 193 0 193 v4(' cottS Turn Type pm+pt NA Perm Perm NA Perm NA pm+pt Perm Protected Phases 3 8 6 2 7 Permitted Phases 8 8 6 2 4 4 Actuated Green, G (s) 28.9 18.9 18.9 77.6 77.6 20.5 14.7 Effective Green, g (s) 28.9 18.9 18.9 77.6 77.6 20.5 14.7 Actuated g/C Ratio 0.24 0.16 0.16 0.65 0.65 0.17 0.12 Clearance Time (s) 5.7 6.0 6.0 6.0 6.0 5.7 6.0 Vehicle Extension (s) 2.0 2.5 2.5 1.0 1.0 2.0 2.5 Lane Grp Cap (vph) 416 557 244 1801 1943 300 341 v/s Ratio Prot c0.02 c0.07 0.01 v/s Ratio Perm 0.04 0.01 0.13 c0.23 0.02 c0.07 v/c Ratio 0.24 0.46 0.08 0.21 0.36 0.14 0.57 Uniform Delay, d1 36.7 45.9 43.1 8.6 9.7 42.3 49.6 Progression Factor 1.00 1.00 1.00 0.81 1.00 1.03 1.01 Incremental Delay, d2 0.1 0.4 0.1 0.3 0.5 0.1 1.7 Delay (s) 36.8 46.4 43.2 7.3 10.2 43.6 51.9 Level of Service D D D A B D D Approach Delay (s) 43.5 7.3 10.2 50.4 Approach LOS D A B D Intersection Summary HCM 2000 Control Delay 23.6 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.38 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 17.7 Intersection Capacity Utilization 92.9% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn PURL/ HCM 6th TWSC 41: NE 2nd Avenue & NE 62nd Street 4 0 a. Intersection Int Delay, s/veh 0.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations r ++ Traffic Vol, veh/h 0 45 385 0 0 662 Future Vol, veh/h 0 45 385 0 0 662 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 Veh in Median Storage, # 0 0 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 3 3 3 3 3 3 Mvmt Flow 0 47 405 0 0 697 Major/Minor Minorl Majorl Major2 NOTICE This submittal needs to be scheduled fora public hearing In accortlancewhh timelines set forth in the City of Kam Code. The applira tie tlecision-mahing bodywlll relew the information at the public hearing to render a recommendation or a final tlecid on. PZ-21-10809 12/16/21 !EW GO�� Conflicting Flow All - 203 0 Stage 1 Stage 2 Critical Hdwy 5 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy - 3 Pot Cap-1 Maneuver 0 984 0 0 Stage 1 0 0 0 Stage 2 0 0 0 Platoon blocked, % Mov Cap-1 Maneuver - 984 Mov Cap-2 Maneuver Stage 1 Stage 2 Approach WB NB SB HCM Control Delay, s 8.8 0 0 HCM LOS A Minor Lane/Major Mvmt NBTWBLn1 SBT Capacity (veh/h) - 984 HCM Lane V/C Ratio - 0.048 HCM Control Delay (s) - 8.8 HCM Lane LOS - A HCM 95th %tile Q(veh) - 0.2 K:1FTL_TPT01043752001-Sabal Palm Villagelcalcs\Synchro\Existing_9.20.syn Lanes, Volumes, Timings 5: Biscayne Boulevard & NE 62nd Street 4- I Lane Group WBT NBL NBT SBL SBT Lane Configurations 414 19 14T4 4 Traffic Volume (vph) 8 55 1098 2 1464 Future Volume (vph) 8 55 1098 2 1464 Turn Type NA pm+pt NA Perm NA Protected Phases 4 1 6 2 Permitted Phases 6 Detector Phase 4 1 6 2 2 Switch Phase Minimum Initial (s) 7.0 5.0 7.0 7.0 7.0 Minimum Split (s) 32.0 11.0 29.5 29.5 29.5 Total Split (s) 36.0 19.0 84.0 65.0 65.0 Total Split (%) 30.0% 15.8% 70.0% 54.2% 54.2% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 3.0 2.0 2.5 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 6.0 6.5 6.5 6.5 Lead/Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Recall Mode None None C-Max C-Max C-Max Intersection Summary 2 This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 120 Actuated Cycle Length: 120 Offset: 15 (13%), Referenced to phase 2:SBTL and 6:NBTL, Start of Green Natural Cycle: 90 Control Type: Actuated -Coordinated Splits and Phases: 5: Biscayne Boulevard & NE 62nd Street 19s} 165s rv= 106 (R) IIII 84 s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn HCM 6th Signalized Intersection Summary 5: Biscayne Boulevard & NE 62nd Street Movement EBL Lane Configurations Traffic Volume (veh/h) 0 Future Volume (veh/h) 0 Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Work Zone On Approach Adj Sat Flow, veh/h/In Adj Flow Rate, veh/h Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/In Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %ile BackOfQ(50%),veh/In Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh LnGrp LOS Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s Intersection Summary 1 10.3 6.0 13.0 2.8 0.0 { EBT EBR WBL WBT WBR NBL NBT NBR 0 0 0 0 2 95.6 6.5 58.5 3.8 5.1 4- 414 1 13 8 4 55 1098 4 13 8 4 55 1098 4 0 0 0 0 0 0 0 0 0 1.00 0.95 1.00 0.96 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 No No No 1856 1856 1856 1856 1856 1856 1856 1856 1856 14 9 4 59 1181 4 2 1574 67 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 3 3 3 3 3 3 3 3 3 104 72 32 344 2984 10 407 2557 108 0.06 0.06 0.06 0.05 1.00 1.00 0.99 0.99 0.99 1750 1209 538 1767 3603 12 468 3444 146 14 0 13 59 578 607 2 803 838 1768 0 1728 1767 1763 1853 468 1763 1828 0.9 0.0 0.8 0.8 0.0 0.0 0.0 1.7 1.8 0.9 0.0 0.8 0.8 0.0 0.0 0.0 1.7 1.8 0.99 0.31 1.00 0.01 1.00 0.08 105 0 102 344 1460 1535 407 1309 1357 0.13 0.00 0.13 0.17 0.40 0.40 0.00 0.61 0.62 427 0 418 472 1460 1535 407 1309 1357 1.00 1.00 1.00 1.33 1.33 1.33 1.33 1.33 1.33 1.00 0.00 1.00 0.71 0.71 0.71 1.00 1.00 1.00 53.5 0.0 53.5 2.7 0.0 0.0 0.2 0.2 0.2 0.4 0.0 0.4 0.1 0.6 0.5 0.0 2.2 2.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.0 0.4 0.2 0.2 0.2 0.0 1.0 1.0 This submittal needs to be schebu led bra public hearing In accordance with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decia on. PZ-21-10809 12/16/21 54.0 0.0 53.9 2.7 0.6 0.5 0.2 2.4 2.3 D A D A A A A A A 27 1244 1643 53.9 0.7 2.3 D A A 4 14.1 7.0 29.0 2.9 0.1 6 105.9 6.5 77.5 2.0 3.0 HCM 6th Ctrl Delay HCM 6th LOS 2.1 A K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn Lanes, Volumes, Timings 6: Biscayne Boulevard & NE 61st Street t Lane Group EBL EBT WBL WBR NBT SBL SBT 09 Lane Configurations 19 r* 19 ++ Traffic Volume (vph) 132 28 74 21 1031 11 1444 Future Volume (vph) 132 28 74 21 1031 11 1444 Turn Type Split NA Prot pm+ov NA pm+pt NA Protected Phases 8 8 4 5 6 5 2 9 Permitted Phases 4 2 Detector Phase 8 8 4 5 6 5 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 5.0 7.0 5.0 7.0 1.0 Minimum Split (s) 22.5 22.5 14.0 11.0 22.5 11.0 22.5 25.0 Total Split (s) 32.0 32.0 17.0 14.0 27.0 14.0 41.0 32.0 Total Split (%) 26.2% 26.2% 13.9% 11.5% 22.1% 11.5% 33.6% 26% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 2.0 All -Red Time (s) 3.0 3.0 3.0 2.0 2.0 2.0 2.0 0.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 7.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode None None None None C-Max None C-Max None Intersection Summary This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 122 Actuated Cycle Length: 122 Offset: 50 (41%), Referenced to phase 2:SBTL and 6:NBT, Start of Green Natural Cycle: 115 Control Type: Actuated -Coordinated Splits and Phases: 6: Biscayne Boulevard & NE 61st Street T 02 (R) V h9 �U Is 411s 32s 32s .?s l'1115 I 6. (R.)141s 27s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn HCM Signalized Intersection Capacity Analysis 6: Biscayne Boulevard & NE 61st Street t P Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations 19 I 'I r* Traffic Volume (vph) 132 28 313 74 0 21 0 1031 21 Future Volume (vph) 132 28 313 74 0 21 0 1031 21 11 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 7.0 7.0 7.0 6.0 6.0 6.0 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 Frpb, ped/bikes 1.00 0.93 1.00 0.97 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.86 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 Satd. Flow (prot) 1770 1495 1770 1543 3526 1769 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.11 Satd. Flow (perm) 1770 1495 1770 1543 3526 210 Peak -hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 139 29 329 78 0 22 0 1085 22 12 RTOR Reduction (vph) 0 288 0 0 0 20 0 1 0 0 Lane Group Flow (vph) 139 70 0 78 0 2 0 1106 0 12 Confl. Peds. (#/hr) 7 26 26 7 6 10 10 Confl. Bikes (#/hr) 1 1 4 Turn Type Split NA Prot pm+ov NA pm+pt NA Protected Phases 8 8 4 5 6 5 2 Permitted Phases 4 2 Actuated Green, G (s) 15.1 15.1 9.0 12.3 52.8 62.1 62.1 Effective Green, g (s) 15.1 15.1 9.0 12.3 52.8 62.1 62.1 Actuated g/C Ratio 0.12 0.12 0.07 0.10 0.43 0.51 0.51 Clearance Time (s) 7.0 7.0 7.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.5 2.5 2.5 2.0 1.0 2.0 1.0 Lane Grp Cap (vph) 219 185 130 155 1526 149 1801 v/s Ratio Prot c0.08 0.05 c0.04 0.00 0.31 0.00 c0.43 v/s Ratio Perm 0.00 0.04 v/c Ratio 0.63 0.38 0.60 0.01 0.73 0.08 0.84 Uniform Delay, d1 50.8 49.1 54.8 49.4 28.6 19.4 25.8 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 5.2 0.9 6.1 0.0 3.0 0.1 5.0 Delay (s) 56.0 50.1 60.9 49.4 31.6 19.5 30.8 Level of Service E D E D C B C Approach Delay (s) 51.7 58.3 31.6 30.7 Approach LOS D E C C Intersection Summary This submittal needs to be schebu led bra public hearing In accordance with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decla on. PZ-21-10809 12/16/21 1900 6.0 0.95 1.00 1.00 1.00 1.00 3539 1.00 3539 0.95 0.95 1520 0 0 0 1520 0 6 1 1900 HCM 2000 Control Delay 35.1 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.72 Actuated Cycle Length (s) 122.0 Sum of lost time (s) 28.0 Intersection Capacity Utilization 83.1% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn Lanes, Volumes, Timings 7: NE 2nd Avenue & NE 59th Street Lane Group Lane Configurations Traffic Volume (vph) Future Volume (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode Intersection Summary I EBL EBT EBR WBL WBT NBL NBT SBL SBT 24 10 24 11 12 15 329 29 575 24 10 24 11 12 15 329 29 575 Perm NA Perm Perm NA Perm NA Perm NA 8 4 6 2 8 8 4 6 2 8 8 8 4 4 6 6 2 2 7.0 28.0 60.0 50.0% 4.0 2.0 0.0 6.0 7.0 28.0 60.0 50.0% 4.0 2.0 0.0 6.0 7.0 28.0 60.0 50.0% 4.0 2.0 0.0 6.0 7.0 28.0 60.0 50.0% 4.0 2.0 7.0 28.0 60.0 50.0% 4.0 2.0 0.0 6.0 7.0 27.0 60.0 50.0% 4.0 2.0 7.0 27.0 60.0 50.0% 4.0 2.0 0.0 6.0 7.0 27.0 60.0 50.0% 4.0 2.0 7.0 27.0 60.0 50.0% 4.0 2.0 0.0 6.0 None None None None None C-Max C-Max C-Max C-Max This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 120 Actuated Cycle Length: 120 Offset: 63 (53%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 55 Control Type: Actuated -Coordinated Splits and Phases: 7: NE 2nd Avenue & NE 59th Street ♦ 2(R) i Drt 60 s 60 s 1036 (R) U 60s 1 60s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn HCM 6th Signalized Intersection Summary 7: NE 2nd Avenue & NE 59th Street This submittal needs to be schebu led bra public hearing In accordance with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decia on. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations r* 414 Traffic Volume (veh/h) 24 10 24 11 12 31 15 329 5 Future Volume (veh/h) 24 10 24 11 12 31 15 329 5 29 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.97 0.96 0.97 0.96 1.00 0.97 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 26 11 26 12 13 34 16 358 5 32 625 34 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap,veh/h 201 185 151 53 50 91 117 2588 36 131 2493 134 Arrive On Green 0.10 0.10 0.10 0.10 0.10 0.10 1.00 1.00 1.00 1.00 1.00 1.00 Sat Flow, veh/h 1310 1856 1516 171 498 911 106 3233 45 122 3114 168 Grp Volume(v), veh/h 26 11 26 59 0 0 194 0 185 356 0 335 Grp Sat Flow(s),veh/h/In 1310 1856 1516 1581 0 0 1705 0 1679 1752 0 1652 Q Serve(g_s), s 0.0 0.6 1.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 1.7 0.6 1.9 4.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop In Lane 1.00 1.00 0.20 0.58 0.08 0.03 0.09 0.10 Lane Grp Cap(c), veh/h 201 185 151 193 0 0 1397 0 1344 1435 0 1323 V/C Ratio(X) 0.13 0.06 0.17 0.30 0.00 0.00 0.14 0.00 0.14 0.25 0.00 0.25 Avail Cap(c_a), veh/h 660 835 682 730 0 0 1397 0 1344 1435 0 1323 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.95 0.00 0.95 Uniform Delay (d), s/veh 49.4 48.9 49.5 50.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.2 0.1 0.4 0.7 0.0 0.0 0.2 0.0 0.2 0.4 0.0 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 0.7 0.3 0.7 1.7 0.0 0.0 0.1 0.0 0.1 0.2 0.0 0.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 49.6 49.0 49.9 51.1 0.0 0.0 0.2 0.0 0.2 0.4 0.0 0.4 LnGrp LOS D D D D A A A A A A A A Approach Vol, veh/h 63 59 379 691 Approach Delay, s/veh 49.6 51.1 0.2 0.4 Approach LOS D D A A Timer - Assigned Phs 2 4 6 8 PZ-21-10809 12/16/21 Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s Intersection Summary 102.1 17.9 102.1 17.9 6.0 6.0 6.0 6.0 54.0 54.0 54.0 54.0 2.0 6.0 2.0 3.9 1.6 0.3 0.8 0.2 HCM 6th Ctrl Delay HCM 6th LOS 5.5 A K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn Lanes, Volumes, Timings 8: NW 6th Court & NW 54th Street Lane Group EBT WBL WBT NBT SBL SBT SBR Lane Configurations i + 4, 19 4 i* Traffic Volume (vph) 1047 14 465 0 128 17 126 Future Volume (vph) 1047 14 465 0 128 17 126 Turn Type NA Perm NA NA Split NA Perm Protected Phases 6 2 4 3 3 Permitted Phases 2 Detector Phase Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 33.0 33.0 33.0 13.0 13.0 13.0 13.0 Total Split (s) 109.0 109.0 109.0 26.0 25.0 25.0 25.0 Total Split (%) 68.1% 68.1% 68.1% 16.3% 15.6% 15.6% 15.6% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lag Lead Lead Lead Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode C-Max C-Max C-Max None None None None Intersection Summary 3 6 2 2 4 3 3 3 This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 160 Actuated Cycle Length: 160 Offset: 134 (84%), Referenced to phase 2:WBTL and 6:EBT, Start of Yellow Natural Cycle: 60 Control Type: Actuated -Coordinated Splits and Phases: 8: NW 6th Court & NW 54th Street 02 (R)411- I 04 109sPI 2 4s 26RI s 6 (R) 109s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn HCM Signalized Intersection Capacity Analysis 8: NW 6th Court & NW 54th Street Movement EBL EBT EBR WBL WBT WBR NBL Lane Configurations + Traffic Volume (vph) 0 1047 4 14 465 0 1 Future Volume (vph) 0 1047 4 14 465 0 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 Lane Util. Factor 0.95 0.95 Frpb, ped/bikes 1.00 1.00 Flpb, ped/bikes 1.00 1.00 Frt 1.00 1.00 Flt Protected 1.00 1.00 Satd. Flow (prot) 3537 3534 Flt Permitted 1.00 0.89 Satd. Flow (perm) 3537 3161 Peak -hour factor, PHF 0.89 0.89 0.89 0.89 0.89 Adj. Flow (vph) 0 1176 4 16 522 RTOR Reduction (vph) 0 0 0 0 0 Lane Group Flow (vph) 0 1180 0 0 538 Confl. Peds. (#/hr) 6 6 6 Confl. Bikes (#/hr) 3 12 12 0 12 128 1900 1900 1900 1900 1900 6.0 6.0 6.0 6.0 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.87 1.00 1.00 0.85 1.00 0.95 0.96 1.00 1623 1681 1704 1583 1.00 0.95 0.96 1.00 1623 1681 1704 1583 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0 1 0 13 144 19 142 0 0 14 0 0 0 131 0 0 0 0 81 82 11 6 3 This submittal needs to be schebu led bra public hearing In accordance with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decla on. PZ-21-10809 12/16/21 I P NBT NBR 4 0 Turn Type NA Perm NA Split NA Split NA Perm Protected Phases 6 2 4 4 3 3 Permitted Phases 2 3 Actuated Green, G (s) 126.6 126.6 2.8 12.6 12.6 12.6 Effective Green, g (s) 126.6 126.6 2.8 12.6 12.6 12.6 Actuated g/C Ratio 0.79 0.79 0.02 0.08 0.08 0.08 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 1.0 1.0 2.5 2.5 2.5 2.5 Lane Grp Cap (vph) 2798 2501 28 132 134 124 v/s Ratio Prot c0.33 c0.00 c0.05 0.05 v/s Ratio Perm 0.17 0.01 v/c Ratio 0.42 0.22 0.01 0.61 0.61 0.09 Uniform Delay, d1 5.2 4.2 77.2 71.3 71.3 68.4 Progression Factor 1.00 1.07 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.5 0.2 0.1 7.0 6.9 0.2 Delay (s) 5.7 4.7 77.3 78.4 78.2 68.6 Level of Service A A E E E E Approach Delay (s) 5.7 4.7 77.3 73.8 Approach LOS A A E E Intersection Summary HCM 2000 Control Delay 16.1 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.43 Actuated Cycle Length (s) 160.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 51.1% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn Lanes, Volumes, Timings 9: NW 6th Avenue & NW 54th Street I Lane Group EBL EBT WBT WBR NBT Lane Configurations 41i 44 r* Traffic Volume (vph) 397 782 477 148 33 Future Volume (vph) 397 782 477 148 33 Turn Type pm+pt NA NA Perm NA Protected Phases 1 6 2 4 Permitted Phases 6 Detector Phase 1 6 2 2 4 Switch Phase Minimum Initial (s) 5.0 16.0 16.0 16.0 7.0 Minimum Split (s) 11.0 26.0 26.0 26.0 31.0 Total Split (s) 19.0 103.0 84.0 84.0 57.0 Total Split (%) 11.9% 64.4% 52.5% 52.5% 35.6% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Recall Mode None C-Max C-Max C-Max None Intersection Summary 2 This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 160 Actuated Cycle Length: 160 Offset: 130 (81%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 90 Control Type: Actuated -Coordinated Splits and Phases: 9: NW 6th Avenue & NW 54th Street 1 I )4 02 (R) 19s 84s-11"0 4 s (P.) 6 103s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn HCM Signalized Intersection Capacity Analysis 9: NW 6th Avenue & NW 54th Street This submittal needs to be schebu led bra public hearing In accordance with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decla on. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations 4' 4+ i* Traffic Volume (vph) 397 782 8 0 477 148 3 33 9 Future Volume (vph) 397 782 8 0 477 148 3 33 9 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.0 6.0 Lane Util. Factor 0.95 0.95 1.00 1.00 Frpb, ped/bikes 1.00 1.00 0.98 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 0.97 Flt Protected 0.98 1.00 1.00 1.00 Satd. Flow (prot) 3469 3539 1544 1806 Flt Permitted 0.65 1.00 1.00 1.00 Satd. Flow (perm) 2304 3539 1544 1806 Peak -hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 432 850 9 0 518 161 3 36 10 0 0 0 RTOR Reduction (vph) 0 0 0 0 0 15 0 8 0 0 0 0 Lane Group Flow (vph) 0 1291 0 0 518 146 0 41 0 0 0 0 Confl. Peds. (#/hr) 5 6 6 5 Confl. Bikes (#/hr) 2 4 Turn Type pm+pt NA NA Perm Perm NA Protected Phases 1 6 2 4 Permitted Phases 6 2 2 4 Actuated Green, G (s) 140.4 140.4 140.4 7.6 Effective Green, g (s) 140.4 140.4 140.4 7.6 Actuated g/C Ratio 0.88 0.88 0.88 0.05 Clearance Time (s) 6.0 6.0 6.0 6.0 Vehicle Extension (s) 1.0 1.0 1.0 2.5 Lane Grp Cap (vph) 2021 3105 1354 85 v/s Ratio Prot 0.15 v/s Ratio Perm c0.56 0.09 0.02 v/c Ratio 0.64 0.17 0.11 0.49 Uniform Delay, d1 2.7 1.4 1.3 74.3 Progression Factor 1.21 2.77 5.54 1.00 Incremental Delay, d2 0.5 0.1 0.2 3.2 Delay (s) 3.8 4.0 7.5 77.5 Level of Service A A A E Approach Delay (s) 3.8 4.8 77.5 0.0 Approach LOS A A E A Intersection Summary PZ-21-10809 12/16/21 1900 1900 HCM 2000 Control Delay 5.9 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.66 Actuated Cycle Length (s) 160.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 70.9% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn 4 PURL/ Lanes, Volumes, Timings 10: NW 2nd Avenue & NW 54th Street G 0 Lane Group Lane Configurations Traffic Volume (vph) Future Volume (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode Intersection Summary 4- t EBL EBT WBL WBT NBL NBT NBR SBL SBT 86 658 62 425 41 122 94 23 173 86 658 62 425 41 122 94 23 173 64 Perm NA Perm NA Perm NA Perm Perm NA Perm 6 2 4 8 6 2 4 4 8 8 NOTICE Ibis submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body will resiew the information at the pubec hearing to render a recommended on or a final decla on. 6 6 6 2 2 4 4 4 8 8 8 7.0 29.4 100.0 62.5% 4.4 2.0 0.0 6.4 7.0 29.4 100.0 62.5% 4.4 2.0 0.0 6.4 7.0 29.4 100.0 62.5% 4.4 2.0 0.0 6.4 7.0 29.4 100.0 62.5% 4.4 2.0 0.0 6.4 7.0 30.0 60.0 37.5% 4.0 2.0 0.0 6.0 7.0 30.0 60.0 37.5% 4.0 2.0 0.0 6.0 7.0 30.0 60.0 37.5% 4.0 2.0 0.0 6.0 7.0 30.0 60.0 37.5% 4.0 2.0 0.0 6.0 7.0 30.0 60.0 37.5% 4.0 2.0 0.0 6.0 7.0 30.0 60.0 37.5% 4.0 2.0 0.0 6.0 C-Max C-Max C-Max C-Max None None None None None None 44, RiVIEW CO' PZ-21-10809 12/16/21 Cycle Length: 160 Actuated Cycle Length: 160 Offset: 6 (4%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 60 Control Type: Actuated -Coordinated Splits and Phases: 10: NW 2nd Avenue & NW 54th Street 01 411- 02 (R} 100s 71IC T . OE: 06(R) 100s I K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn HCM 6th Signalized Intersection Summary 10: NW 2nd Avenue & NW 54th Street This submittal needs to be schebu led bra public hearing In accordance with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decla on. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations 19 4l 19 Traffic Volume (veh/h) 86 658 47 62 Future Volume (veh/h) 86 658 47 62 Initial Q (Qb), veh 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 Work Zone On Approach No Adj Sat Flow, veh/h/In 1856 1856 1856 1856 Adj Flow Rate, veh/h 91 693 49 65 Peak Hour Factor 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 3 3 3 3 Cap, veh/h 742 2582 182 595 Arrive On Green 1.00 1.00 1.00 1.00 Sat Flow, veh/h 901 3339 236 711 Grp Volume(v), veh/h 91 366 376 65 Grp Sat Flow(s),veh/h/In 901 1763 1812 711 Q Serve(g_s), s 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.0 0.0 0.0 0.0 Prop In Lane 1.00 0.13 1.00 Lane Grp Cap(c), veh/h 742 1363 1401 595 V/C Ratio(X) 0.12 0.27 0.27 0.11 Avail Cap(c_a), veh/h 742 1363 1401 595 HCM Platoon Ratio 1.33 1.33 1.33 1.33 Upstream Filter(I) 0.74 0.74 0.74 0.91 Uniform Delay (d), s/veh 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.3 0.4 0.3 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 0.1 0.1 0.1 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.3 0.4 0.3 0.3 LnGrp LOS A A A A Approach Vol, veh/h 833 Approach Delay, s/veh 0.3 Approach LOS A Timer - Assigned Phs 19 + r* 425 37 41 122 94 425 37 41 122 94 23 0 0 0 0 0 0 0 0 1.00 0.99 0.97 0.99 0.97 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 No No No 1856 1856 1856 1856 1856 1856 1856 1856 447 39 43 128 99 24 182 67 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 3 3 3 3 3 3 3 3 2537 221 108 277 228 143 277 228 1.00 1.00 0.15 0.15 0.15 0.15 0.15 0.15 3281 285 1115 1856 1528 1137 1856 1526 239 247 43 128 99 24 182 67 1763 1803 1115 1856 1528 1137 1856 1526 0.0 0.0 6.1 10.1 9.4 3.2 14.8 6.3 0.0 0.0 20.9 10.1 9.4 13.2 14.8 6.3 0.16 1.00 1.00 1.00 1.00 1363 1394 108 277 228 143 277 228 0.18 0.18 0.40 0.46 0.43 0.17 0.66 0.29 1363 1394 318 626 516 357 626 515 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 0.91 0.91 1.00 1.00 1.00 1.00 1.00 1.00 0.0 0.0 74.0 62.2 61.9 68.2 64.2 60.6 0.3 0.3 1.7 0.9 1.0 0.4 2.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 1.8 4.9 3.8 0.9 7.2 2.5 PZ-21-10809 12/16/21 0.3 0.3 75.8 63.1 62.9 68.7 66.2 61.1 A A EEEEEE 551 270 273 0.3 65.0 65.2 A E E 2 4 6 8 Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s Intersection Summary 130.1 29.9 130.1 29.9 6.4 6.0 6.4 6.0 93.6 54.0 93.6 54.0 2.0 22.9 2.0 16.8 1.3 1.0 1.9 1.1 HCM 6th Ctrl Delay HCM 6th LOS 18.6 B K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn Lanes, Volumes, Timings 11: North Miami Avenue & NW 54th Street/NE 54th Street t Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations 19 4 19 4 19 4l 19 4 Traffic Volume (vph) 177 524 130 301 75 263 62 568 Future Volume (vph) 177 524 130 301 75 263 62 568 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 3 8 7 4 1 6 5 2 Permitted Phases 8 4 6 2 Detector Phase 3 8 7 4 1 6 5 2 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 7.0 5.0 7.0 Minimum Split (s) 11.4 32.4 11.4 32.4 11.4 33.4 11.4 33.4 Total Split (s) 18.0 62.0 18.0 62.0 18.0 62.0 18.0 62.0 Total Split (%) 11.3% 38.8% 11.3% 38.8% 11.3% 38.8% 11.3% 38.8% Yellow Time (s) 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.4 6.4 6.4 6.4 6.4 6.4 6.4 6.4 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None C-Max None C-Max Intersection Summary This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appll®de decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 160 Actuated Cycle Length: 160 Offset: 36 (23%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 90 Control Type: Actuated -Coordinated Splits and Phases: 11: North Miami Avenue & NW 54th Street/NE 54th Street l 01 02 4R? 03 04 18s 62s if 1i8s 62s \111.05 106 4R) 07 -0'38 i8s 62s 7 I1.6s 62s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn HCM 6th Signalized Intersection Summary 11: North Miami Avenue & NW 54th Street/NE 54th Street c Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations 19 4l 19 114 19 114 Traffic Volume (veh/h) 177 524 61 130 301 26 75 263 80 Future Volume (veh/h) 177 524 61 130 301 26 75 263 80 62 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 190 563 66 140 324 28 81 283 86 67 611 116 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap,veh/h 293 652 76 199 673 58 425 1417 421 596 1558 295 Arrive On Green 0.07 0.21 0.21 0.07 0.21 0.21 0.05 0.71 0.71 0.04 0.70 0.70 Sat Flow, veh/h 1767 3175 371 1767 3281 282 1767 2668 793 1767 2949 559 Grp Volume(v), veh/h 190 312 317 140 173 179 81 185 184 67 365 362 Grp Sat Flow(s),veh/h/In 1767 1763 1783 1767 1763 1800 1767 1763 1699 1767 1763 1745 Q Serve(g_s), s 11.6 27.3 27.5 9.9 13.8 14.0 3.4 5.7 6.0 2.8 13.6 13.6 Cycle Q Clear(g_c), s 11.6 27.3 27.5 9.9 13.8 14.0 3.4 5.7 6.0 2.8 13.6 13.6 Prop In Lane 1.00 0.21 1.00 0.16 1.00 0.47 1.00 0.32 Lane Grp Cap(c), veh/h 293 362 366 199 362 370 425 936 902 596 931 922 V/C Ratio(X) 0.65 0.86 0.87 0.70 0.48 0.48 0.19 0.20 0.20 0.11 0.39 0.39 Avail Cap(c_a), veh/h 293 613 620 199 613 626 493 936 902 669 931 922 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 0.97 0.97 0.97 0.91 0.91 0.91 0.99 0.99 0.99 1.00 1.00 1.00 Uniform Delay (d), s/veh 49.7 61.4 61.5 48.2 56.0 56.1 16.5 11.9 11.9 16.1 13.2 13.2 Incr Delay (d2), s/veh 3.8 4.9 5.1 8.2 0.7 0.7 0.1 0.5 0.5 0.0 1.2 1.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 1.8 12.8 13.0 4.9 6.3 6.5 1.4 2.3 2.4 1.2 5.1 5.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 53.6 66.3 66.6 56.4 56.7 56.8 16.6 12.3 12.4 16.1 14.5 14.5 LnGrp LOS DEEEEEBBBBBB Approach Vol, veh/h 819 492 450 794 Approach Delay, s/veh 63.5 56.6 13.1 14.6 Approach LOS E E B B Timer - Assigned Phs 1 2 3 4 5 6 7 8 This submittal needs to be schebu led bra public hearing In accordance with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decia on. PZ-21-10809 12/16/21 Phs Duration (G+Y+Rc), s 11.8 90.9 18.0 39.2 11.4 91.4 18.0 39.2 Change Period (Y+Rc), s 6.4 6.4 6.4 6.4 6.4 6.4 6.4 6.4 Max Green Setting (Gmax), s 11.6 55.6 11.6 55.6 11.6 55.6 11.6 55.6 Max Q Clear Time (g_c+I1), s 5.4 15.6 13.6 16.0 4.8 8.0 11.9 29.5 Green Ext Time (p_c), s 0.0 1.7 0.0 1.8 0.0 0.8 0.0 3.3 Intersection Summary HCM 6th Ctrl Delay HCM 6th LOS 38.1 K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn Lanes, Volumes, Timings 12: NE 2nd Avenue & NE 54th Street t Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations 19 4l 19 ft, 19 19 Traffic Volume (vph) 73 459 55 277 59 197 114 413 Future Volume (vph) 73 459 55 277 59 197 114 413 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 8 4 6 2 Permitted Phases 8 Detector Phase Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 29.0 29.0 29.0 29.0 31.0 31.0 31.0 Total Split (s) 45.0 45.0 45.0 45.0 75.0 75.0 75.0 Total Split (%) 37.5% 37.5% 37.5% 37.5% 62.5% 62.5% 62.5% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead -Lag Optimize? Recall Mode None None None None C-Max C-Max C-Max C-Max Intersection Summary 4 6 2 8 8 4 4 6 6 2 2 7.0 31.0 75.0 62.5% 4.0 2.0 0.0 6.0 This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 120 Actuated Cycle Length: 120 Offset: 64 (53%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 60 Control Type: Actuated -Coordinated Splits and Phases: 12: NE 2nd Avenue & NE 54th Street IF 2(R) 1- 04 75s 45s } 06 (R)ju 75s # 45s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn HCM 6th Signalized Intersection Summary 12: NE 2nd Avenue & NE 54th Street This submittal needs to be schebu led bra public hearing In accordance with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decla on. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations 19 4l 19 Traffic Volume (veh/h) 73 459 55 55 Future Volume (veh/h) 73 459 55 55 Initial Q (Qb), veh 0 0 0 0 Ped-Bike Adj(A_pbT) 0.99 0.99 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 Work Zone On Approach No Adj Sat Flow, veh/h/In 1856 1856 1856 1856 Adj Flow Rate, veh/h 74 464 56 56 Peak Hour Factor 0.99 0.99 0.99 0.99 Percent Heavy Veh, % 3 3 3 3 Cap, veh/h 210 714 86 140 Arrive On Green 0.23 0.23 0.23 0.23 Sat Flow, veh/h 1036 3164 380 872 Grp Volume(v), veh/h 74 258 262 56 Grp Sat Flow(s),veh/h/In 1036 1763 1781 872 Q Serve(g_s), s 7.9 15.9 16.1 7.5 Cycle Q Clear(g_c), s 17.6 15.9 16.1 23.5 Prop In Lane 1.00 0.21 1.00 Lane Grp Cap(c), veh/h 210 398 402 140 V/C Ratio(X) 0.35 0.65 0.65 0.40 Avail Cap(c_a), veh/h 313 573 579 227 HCM Platoon Ratio 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.57 0.57 0.57 1.00 Uniform Delay (d), s/veh 47.3 42.1 42.2 52.9 Incr Delay (d2), s/veh 0.4 0.8 0.8 1.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 2.1 7.0 7.1 1.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 47.7 42.9 43.0 54.3 LnGrp LOS D D D D Approach Vol, veh/h 594 Approach Delay, s/veh 43.5 Approach LOS D Timer - Assigned Phs 114 277 49 59 197 75 11 277 49 59 197 75 114 0 0 0 0 0 0 0 0 0.99 1.00 0.98 1.00 0.98 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 No No No 1856 1856 1856 1856 1856 1856 1856 1856 280 49 60 199 76 115 417 93 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 3 3 3 3 3 3 3 3 677 117 612 857 327 774 987 220 0.23 0.23 0.90 0.90 0.90 0.90 0.90 0.90 2999 518 881 1271 485 1092 1463 326 163 166 60 0 275 115 0 510 1763 1754 881 0 1757 1092 0 1789 9.5 9.7 1.5 0.0 2.4 1.9 0.0 5.7 9.5 9.7 7.2 0.0 2.4 4.4 0.0 5.7 0.30 1.00 0.28 1.00 0.18 398 396 612 0 1185 774 0 1207 0.41 0.42 0.10 0.00 0.23 0.15 0.00 0.42 573 570 612 0 1185 774 0 1207 1.00 1.00 1.33 1.33 1.33 1.33 1.33 1.33 1.00 1.00 0.98 0.00 0.98 1.00 0.00 1.00 39.6 39.7 2.9 0.0 2.1 2.4 0.0 2.3 0.5 0.5 0.3 0.0 0.4 0.4 0.0 1.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.2 4.3 0.2 0.0 0.9 0.4 0.0 1.8 PZ-21-10809 12/16/21 40.1 40.3 3.2 0.0 2.6 2.8 0.0 3.4 D D A A A A A A 385 335 625 42.3 2.7 3.3 D A A 2 4 6 8 Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s Intersection Summary 86.9 33.1 86.9 33.1 6.0 6.0 6.0 6.0 69.0 39.0 69.0 39.0 7.7 25.5 9.2 19.6 1.3 1.5 0.7 2.8 HCM 6th Ctrl Delay 23.2 HCM 6th LOS C K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn PURL/ HCM 6th TWSC 13: NE 3rd Avenue & NE 54th Street 4 0 a. Intersection Int Delay, s/veh Movement 2 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4' Traffic Vol, veh/h 37 586 27 23 313 9 41 0 46 15 1 35 Future Vol, veh/h 37 586 27 23 313 9 41 0 46 15 1 35 Conflicting Peds, #/hr 5 0 5 5 0 5 0 0 3 3 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - - None - - None - - None Storage Length Veh in Median Storage, # 0 0 0 0 Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3 Mvmt Flow 40 630 29 25 337 10 44 0 49 16 1 38 Major/Minor Majorl Major2 Minorl Minor2 NOTICE This submittal needs to be scheduled fora public hearing In accortlancewhh timelines set forth in the City of Kam Code. The applira tie tlecision-mahing bodywlll relew the information at the public hearing to render a recommendation or a final tlecid on. PZ-21-10809 12/16/21 !EW GO�� Conflicting Flow All 352 0 0 664 0 0 949 1132 338 795 1141 179 Stage 1 730 730 397 397 Stage 2 219 402 398 744 Critical Hdwy 4.16 - 4.16 5 5 5 5 5 5 Critical Hdwy Stg 1 5 5 5 5 Critical Hdwy Stg 2 5 5 5 5 Follow-up Hdwy 2.23 - 2.23 - 3 3 3 3 3 3 Pot Cap-1 Maneuver 1196 - 914 - 465 385 861 544 381 1007 Stage 1 - 581 581 - 812 812 - Stage 2 969 808 811 573 Platoon blocked, % Mov Cap-1 Maneuver 1190 - 910 - 415 349 854 475 345 1002 Mov Cap-2 Maneuver - - 415 349 - 475 345 - Stage 1 - 547 547 - 765 780 Stage 2 - 900 776 - 721 540 Approach EB WB NB SB HCM Control Delay, s 0.6 0.7 12.6 10.3 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 570 1190 - - 910 - - 735 HCM Lane V/C Ratio 0.164 0.033 - 0.027 - - 0.075 HCM Control Delay (s) 12.6 8.1 0.2 - 9.1 0.1 - 10.3 HCM Lane LOS B A A - A A - B HCM 95th %tile Q(veh) 0.6 0.1 - 0.1 - - 0.2 K:1FTL_TPT01043752001-Sabal Palm Villagelcalcs\Synchro\Existing_9.20.syn Lanes, Volumes, Timings 14: Federal Highway & NE 54th Street 4- I Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations 4144 414 19 + r* 19 Traffic Volume (vph) 49 437 79 190 92 143 127 62 289 Future Volume (vph) 49 437 79 190 92 143 127 62 289 Turn Type Perm NA pm+pt NA pm+pt NA pm+ov Perm NA Protected Phases 6 5 2 7 4 5 8 Permitted Phases 6 2 4 4 8 Detector Phase 6 6 5 2 7 4 5 8 8 Switch Phase Minimum Initial (s) 7.0 7.0 5.0 7.0 5.0 7.0 5.0 7.0 7.0 Minimum Split (s) 28.0 28.0 11.0 28.0 11.0 32.0 11.0 32.0 32.0 Total Split (s) 54.0 54.0 16.0 70.0 16.0 50.0 16.0 34.0 34.0 Total Split (%) 45.0% 45.0% 13.3% 58.3% 13.3% 41.7% 13.3% 28.3% 28.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 3.0 2.0 3.0 3.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 7.0 6.0 7.0 7.0 Lead/Lag Lag Lag Lead Lead Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Recall Mode C-Max C-Max None C-Max None None None None None Intersection Summary This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 120 Actuated Cycle Length: 120 Offset: 79 (66%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 85 Control Type: Actuated -Coordinated Splits and Phases: 14: Federal Highway & NE 54th Street 02 (R) 70s T 5us f 5 lD7 • v 06(R) 16s 54s 1 16s Jos K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn HCM Signalized Intersection Capacity Analysis 14: Federal Highway & NE 54th Street c Ak. t P Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations 4114 414 19 + Traffic Volume (vph) 49 437 165 79 190 25 92 143 Future Volume (vph) 49 437 165 79 190 25 92 143 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.0 7.0 Lane Util. Factor 0.91 0.95 1.00 1.00 Frpb, ped/bikes 0.99 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 Frt 0.96 0.99 1.00 1.00 Flt Protected 1.00 0.99 0.95 1.00 Satd. Flow (prot) 4825 3436 1769 1863 Flt Permitted 0.88 0.63 0.15 1.00 Satd. Flow (perm) 4250 2201 279 1863 Peak -hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 53 475 179 86 207 27 100 155 RTOR Reduction (vph) 0 46 0 0 5 0 0 0 Lane Group Flow (vph) 0 661 0 0 315 0 100 155 Confl. Peds. (#/hr) 5 6 6 5 3 Confl. Bikes (#/hr) 1 Turn Type Perm NA pm+pt NA pm+pt NA Protected Phases 6 5 2 7 4 Permitted Phases 6 2 4 Actuated Green, G (s) 55.0 66.0 41.0 41.0 Effective Green, g (s) 55.0 66.0 41.0 41.0 Actuated g/C Ratio 0.46 0.55 0.34 0.34 Clearance Time (s) 6.0 6.0 6.0 7.0 Vehicle Extension (s) 1.0 1.0 2.0 2.5 Lane Grp Cap (vph) 1947 1262 208 636 v/s Ratio Prot c0.01 c0.04 0.08 v/s Ratio Perm c0.16 0.13 0.13 v/c Ratio 0.34 0.25 0.48 0.24 Uniform Delay, d1 20.8 14.1 30.0 28.4 Progression Factor 1.52 1.08 1.00 1.00 Incremental Delay, d2 0.5 0.0 0.6 0.1 Delay (s) 32.1 15.2 30.7 28.5 Level of Service C B C C Approach Delay (s) 32.1 15.2 27.4 Approach LOS C B C Intersection Summary 127 127 62 1900 1900 1900 6.0 7.0 7.0 1.00 1.00 1.00 0.98 1.00 1.00 1.00 0.99 1.00 0.85 1.00 0.98 1.00 0.95 1.00 1553 1757 1818 1.00 0.66 1.00 1553 1218 1818 0.92 0.92 0.92 0.92 138 67 314 53 85 0 5 0 53 67 362 0 6 6 3 2 1 pm+ov Perm NA 5 8 4 8 46.0 25.9 25.9 46.0 25.9 25.9 0.38 0.22 0.22 6.0 7.0 7.0 2.0 2.5 2.5 595 262 392 0.00 c0.20 0.03 0.05 0.09 0.26 0.92 23.6 39.1 46.1 1.00 1.00 1.00 0.0 0.4 26.9 23.6 39.4 72.9 C D E 67.8 E This submittal needs b be scheduled tor a public hearing In accordance with dmellnes set forth in the City of Miami Code. The applicade decision -making bedywlll review the Information at the public tearing to render a recommendation or a final decision. 1900 HCM 2000 Control Delay 36.5 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.52 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 25.0 Intersection Capacity Utilization 81.1% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPTO1043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn Lanes, Volumes, Timings 15: Biscayne Boulevard & NE 54th Street t Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations 19 r* r* Traffic Volume (vph) 324 261 111 868 1575 186 Future Volume (vph) 324 261 111 868 1575 186 Turn Type Prot pm+ov pm+pt NA NA Perm Protected Phases 8 1 1 6 2 Permitted Phases 8 6 Detector Phase 8 1 1 6 2 2 Switch Phase Minimum Initial (s) 7.0 5.0 5.0 7.0 7.0 7.0 Minimum Split (s) 34.4 11.0 11.0 29.0 29.0 29.0 Total Split (s) 33.0 16.0 16.0 87.0 71.0 71.0 Total Split (%) 27.5% 13.3% 13.3% 72.5% 59.2% 59.2% Yellow Time (s) 4.4 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 3.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.4 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode None None None C-Max C-Max C-Max Intersection Summary 2 This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 120 Actuated Cycle Length: 120 Offset: 85 (71%), Referenced to phase 2:SBT and 6:NBTL, Start of Green Natural Cycle: 90 Control Type: Actuated -Coordinated Splits and Phases: 15: Biscayne Boulevard & NE 54th Street ti 01 • 02 08 16 s} 71 s 106 (R) V 87 s 33 s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn HCM 6th Signalized Intersection Summary 15: Biscayne Boulevard & NE 54th Street t Movement EBL EBR NBL NBT SBT SBR Lane Configurations vivi r* vi ++ ++ r* Traffic Volume (veh/h) 324 261 111 868 1575 186 Future Volume (veh/h) 324 261 111 868 1575 186 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/In 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 334 269 114 895 1624 192 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 3 3 3 3 3 3 Cap,veh/h 628 354 206 2486 2162 939 Arrive On Green 0.18 0.18 0.08 1.00 0.61 0.61 Sat Flow, veh/h 3428 1572 1767 3618 3618 1531 This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Grp Volume(v), veh/h 334 269 114 895 1624 192 Grp Sat Flow(s),veh/h/In 1714 1572 1767 1763 1763 1531 Q Serve(g_s), s 10.6 19.2 2.8 0.0 39.6 6.7 Cycle Q Clear(g_c), s 10.6 19.2 2.8 0.0 39.6 6.7 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 628 354 206 2486 2162 939 V/C Ratio(X) 0.53 0.76 0.55 0.36 0.75 0.20 Avail Cap(c_a), veh/h 731 401 280 2486 2162 939 HCM Platoon Ratio 1.00 1.00 2.00 2.00 1.00 1.00 Upstream Filter(I) 0.96 0.96 0.93 0.93 1.00 1.00 Uniform Delay (d), s/veh 44.3 43.5 18.7 0.0 16.6 10.3 Incr Delay (d2), s/veh 0.5 6.5 0.8 0.4 2.5 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 4.5 8.1 1.7 0.1 15.8 2.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 44.8 50.0 19.5 0.4 19.1 10.7 LnGrp LOS D D B A B B Approach Vol, veh/h 603 1009 1816 Approach Delay, s/veh 47.1 2.5 18.2 Approach LOS D A B Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 11.0 79.6 90.6 29.4 Change Period (Y+Rc), s 6.0 6.0 6.0 7.4 Max Green Setting (Gmax), s 10.0 65.0 81.0 25.6 Max Q Clear Time (g_c+I1), s 4.8 41.6 2.0 21.2 Green Ext Time (p_c), s 0.1 6.0 2.7 0.8 Intersection Summary HCM 6th Ctrl Delay HCM 6th LOS Notes 18.7 B User approved pedestrian interval to be less than phase max green. K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn Lanes, Volumes, Timings 16: NE 2nd Avenue & NE 51st Street (N) Lane Group WBL WBR NBT SBL SBT 01 03 06 Lane Configurations 'Pi r* i4 19 + Traffic Volume (vph) 37 45 272 20 431 Future Volume (vph) 37 45 272 20 431 Turn Type Prot pm+ov NA pm+pt NA Protected Phases 4 5 3 6 5 2 1 3 6 Permitted Phases 4 2 Detector Phase 4 5 3 6 5 2 Switch Phase Minimum Initial (s) 7.0 5.0 5.0 14.0 5.0 7.0 14.0 Minimum Split (s) 25.0 10.7 10.7 33.0 10.7 25.0 33.0 Total Split (s) 30.0 15.0 15.0 50.0 15.0 25.0 50.0 Total Split (%) 25.0% 12.5% 12.5% 41.7% 13% 21% 42% Yellow Time (s) 4.0 3.7 3.7 4.0 3.7 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 5.7 5.7 6.0 Lead/Lag Lag Lead Lead Lag Lead Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None C-Max None None C-Max Intersection Summary This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 120 Actuated Cycle Length: 120 Offset: 87 (73%), Referenced to phase 2:SBTL and 6:NBT, Start of Yellow Natural Cycle: 95 Control Type: Actuated -Coordinated Splits and Phases: 16: NE 2nd Avenue & NE 51st Street (N ti01 Jf i 7021 xYl f 03 c • 04 15s _ 5Os 25s 30s Ii =16 05 416 422 t 11'06 CR) 15 s 50 s `'' 5a K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn HCM Signalized Intersection Capacity Analysis 16: NE 2nd Avenue & NE 51st Street (N) Movement WBL WBR NBT NBR SBL SBT Lane Configurations r* 19 + Traffic Volume (vph) 37 45 272 22 20 431 Future Volume (vph) 37 45 272 22 20 431 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 5.7 6.0 5.7 6.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 0.97 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 0.99 1.00 Frt 1.00 0.85 0.99 1.00 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1770 1536 1838 1759 1863 Flt Permitted 0.95 1.00 1.00 0.54 1.00 Satd. Flow (perm) 1770 1536 1838 1001 1863 This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Peak -hour factor, PHF 0.88 0.88 0.88 0.88 0.88 0.88 Adj. Flow (vph) 42 51 309 25 23 490 RTOR Reduction (vph) 0 43 2 0 0 0 Lane Group Flow (vph) 42 8 332 0 23 490 Confl. Peds. (#/hr) 6 6 6 Confl. Bikes (#/hr) 9 Turn Type Prot pm+ov NA pm+pt NA Protected Phases 4 5 3 6 5 2 Permitted Phases 4 2 Actuated Green, G (s) 15.0 19.3 83.0 72.6 68.3 Effective Green, g (s) 15.0 19.3 83.0 72.6 68.3 Actuated g/C Ratio 0.12 0.16 0.69 0.60 0.57 Clearance Time (s) 6.0 5.7 5.7 6.0 Vehicle Extension (s) 2.5 2.0 2.0 1.0 Lane Grp Cap (vph) 221 247 1271 632 1060 v/s Ratio Prot c0.02 0.00 c0.18 c0.00 c0.26 v/s Ratio Perm 0.00 0.02 v/c Ratio 0.19 0.03 0.26 0.04 0.46 Uniform Delay, d1 47.1 42.5 7.0 9.5 15.1 Progression Factor 1.00 1.00 0.08 0.90 1.00 Incremental Delay, d2 0.3 0.0 0.1 0.0 1.3 Delay (s) 47.4 42.5 0.6 8.6 16.4 Level of Service D D A A B Approach Delay (s) 44.7 0.6 16.1 Approach LOS D A B Intersection Summary HCM 2000 Control Delay 13.4 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.39 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 23.7 Intersection Capacity Utilization 40.3% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn Lanes, Volumes, Timings 22: NE 2nd Avenue & NE 51st Street (S) -v1\ t 4,I Lane Group EBL EBR NBL NBT SBT SBR 02 04 05 Lane Configurations vir 19 1' r* Traffic Volume (vph) 40 31 26 231 468 56 Future Volume (vph) 40 31 26 231 468 56 Turn Type Prot pm+ov pm+pt NA NA Perm Protected Phases 3 1 1 6 4 2 Permitted Phases 3 6 Detector Phase 3 1 1 6 4 2 4 2 Switch Phase Minimum Initial (s) 7.0 5.0 5.0 14.0 Minimum Split (s) 25.0 10.7 10.7 33.0 Total Split (s) 25.0 15.0 15.0 50.0 Total Split (%) 20.8% 12.5% 12.5% 41.7% Yellow Time (s) 4.0 3.7 3.7 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 5.7 5.7 6.0 Lead/Lag Lead Lead Lead Lag Lag Lag Lead Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None C-Max C-Max None None Intersection Summary 42 2 4 5 14.0 7.0 5.0 33.0 25.0 10.7 50.0 30.0 15.0 42% 25% 13% 4.0 4.0 3.7 2.0 2.0 2.0 This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 120 Actuated Cycle Length: 120 Offset: 87 (73%), Referenced to phase 2:SBTL and 6:NBT, Start of Yellow Natural Cycle: 95 Control Type: Actuated -Coordinated Splits and Phases: 22: NE 2nd Avenue & NE 51st Street (S ti 01 Jf i 702 1 iYl 03 • 04 15s _ 50s 25s 30s Ii =16 05 416 422 t 11'06 CR) 15s 50s Pi K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn HCM Signalized Intersection Capacity Analysis 22: NE 2nd Avenue & NE 51st Street (S) t Movement EBL EBR NBL NBT SBT SBR Lane Configurations 1 19 + 1 Traffic Volume (vph) 40 31 26 231 468 56 Future Volume (vph) 40 31 26 231 468 56 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 5.7 5.7 6.0 6.0 6.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.97 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 1.00 0.85 Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00 Satd. Flow (prot) 1770 1583 1767 1863 1863 1544 Flt Permitted 0.95 1.00 0.40 1.00 1.00 1.00 Satd. Flow (perm) 1770 1583 747 1863 1863 1544 This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Peak -hour factor, PHF 0.88 0.88 0.88 0.88 0.88 0.88 Adj. Flow (vph) 45 35 30 262 532 64 RTOR Reduction (vph) 0 31 0 0 0 4 Lane Group Flow (vph) 45 4 30 263 532 60 Confl. Peds. (#/hr) 6 6 6 Confl. Bikes (#/hr) 6 Turn Type Prot pm+ov pm+pt NA NA Perm Protected Phases 3 1 1 6 4 2 Permitted Phases 3 6 4 2 Actuated Green, G (s) 8.6 13.0 72.8 68.4 83.3 83.3 Effective Green, g (s) 8.6 13.0 72.8 68.4 83.3 83.3 Actuated g/C Ratio 0.07 0.11 0.61 0.57 0.69 0.69 Clearance Time (s) 6.0 5.7 5.7 6.0 Vehicle Extension (s) 2.5 2.0 2.0 1.0 Lane Grp Cap (vph) 126 171 490 1061 1293 1071 v/s Ratio Prot c0.03 0.00 c0.00 0.14 c0.29 v/s Ratio Perm 0.00 0.03 0.04 v/c Ratio 0.36 0.02 0.06 0.25 0.41 0.06 Uniform Delay, d1 53.1 47.8 9.8 12.9 7.9 5.8 Progression Factor 1.00 1.00 1.00 1.00 0.10 0.02 Incremental Delay, d2 1.3 0.0 0.0 0.6 0.1 0.0 Delay (s) 54.3 47.8 9.9 13.5 1.0 0.1 Level of Service D D A B A A Approach Delay (s) 51.5 13.1 0.9 Approach LOS D B A Intersection Summary HCM 2000 Control Delay 8.8 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.39 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 23.7 Intersection Capacity Utilization 40.5% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn Lanes, Volumes, Timings 17: Biscayne Boulevard & NE 50th Terrace I Lane Group WBL NBT SBL SBT Lane Configurations 19 ++ Traffic Volume (vph) 78 990 34 1774 Future Volume (vph) 78 990 34 1774 Turn Type Perm NA Perm NA Protected Phases 6 2 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 7.0 14.0 14.0 14.0 Minimum Split (s) 35.0 20.0 20.0 20.0 Total Split (s) 31.0 89.0 89.0 89.0 Total Split (%) 25.8% 74.2% 74.2% 74.2% Yellow Time (s) 4.0 4.0 4.0 4.0 All -Red Time (s) 3.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 6.0 6.0 6.0 Lead/Lag Lead -Lag Optimize? Recall Mode None C-Max C-Max C-Max Intersection Summary 4 2 4 6 2 2 This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 120 Actuated Cycle Length: 120 Offset: 106 (88%), Referenced to phase 2:SBTL and 6:NBT, Start of Green Natural Cycle: 90 Control Type: Actuated -Coordinated Splits and Phases: 17: Biscayne Boulevard & NE 50th Terrace F T 02 4R) r s 39s 3is IF1 } 06 (R) 39 s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn HCM Signalized Intersection Capacity Analysis 17: Biscayne Boulevard & NE 50th Terrace Movement WBL WBR NBT NBR SBL SBT Lane Configurations V 144 19 ++ Traffic Volume (vph) 78 15 990 50 34 1774 Future Volume (vph) 78 15 990 50 34 1774 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time (s) 7.0 6.0 6.0 6.0 Lane Util. Factor 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 Frt 0.98 0.99 1.00 1.00 Flt Protected 0.96 1.00 0.95 1.00 Satd. Flow (prot) 1744 3509 1768 3539 Flt Permitted 0.96 1.00 0.25 1.00 Satd. Flow (perm) 1744 3509 470 3539 This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Peak -hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 80 15 1021 52 35 1829 RTOR Reduction (vph) 6 0 2 0 0 0 Lane Group Flow (vph) 89 0 1071 0 35 1829 Confl. Peds. (#/hr) 1 1 5 5 Confl. Bikes (#/hr) 6 Turn Type Perm NA Perm NA Protected Phases 6 2 Permitted Phases 4 2 Actuated Green, G (s) 11.1 95.9 95.9 95.9 Effective Green, g (s) 11.1 95.9 95.9 95.9 Actuated g/C Ratio 0.09 0.80 0.80 0.80 Clearance Time (s) 7.0 6.0 6.0 6.0 Vehicle Extension (s) 2.5 1.0 1.0 1.0 Lane Grp Cap (vph) 161 2804 375 2828 v/s Ratio Prot 0.31 c0.52 v/s Ratio Perm c0.05 0.07 v/c Ratio 0.55 0.38 0.09 0.65 Uniform Delay, d1 52.1 3.5 2.6 5.0 Progression Factor 1.00 1.00 0.59 0.37 Incremental Delay, d2 3.2 0.4 0.3 0.8 Delay (s) 55.3 3.9 1.9 2.7 Level of Service E A A A Approach Delay (s) 55.3 3.9 2.7 Approach LOS E A A Intersection Summary HCM 2000 Control Delay 4.7 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.64 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 13.0 Intersection Capacity Utilization 66.3% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn Lanes, Volumes, Timings 18: North Miami Avenue & NW 46th Street/NE 46th Street t Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations 19 ft, 19 /14 Traffic Volume (vph) 22 27 12 10 9 359 9 780 Future Volume (vph) 22 27 12 10 9 359 9 780 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 8 4 6 2 Permitted Phases 8 4 6 2 Detector Phase 8 8 4 4 6 6 2 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 29.3 29.3 29.3 29.3 23.4 23.4 23.4 23.4 Total Split (s) 32.0 32.0 32.0 32.0 48.0 48.0 48.0 48.0 Total Split (%) 40.0% 40.0% 40.0% 40.0% 60.0% 60.0% 60.0% 60.0% Yellow Time (s) 4.0 4.0 4.0 4.0 4.4 4.4 4.4 4.4 All -Red Time (s) 2.3 2.3 2.3 2.3 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.3 6.3 6.4 6.4 6.4 6.4 Lead/Lag Lead -Lag Optimize? Recall Mode None None None None C-Max C-Max C-Max C-Max Intersection Summary This submittal needs to be schedu lee fora puboc hearing In accordance whh timelines set forth in the City of Miami Code. The appll®de decision -malting body will rodew the information at the pubec hearing to render a recommendation or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 80 Actuated Cycle Length: 80 Offset: 8 (10%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 55 Control Type: Actuated -Coordinated Splits and Phases: 18: North Miami Avenue & NW 46th Street/NE 46th Street 4R j 04 18 s} T 32 s 06 (R) -OD3 98s 32s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn HCM 6th Signalized Intersection Summary 18: North Miami Avenue & NW 46th Street/NE 46th Street This submittal needs to be schebu led bra public hearing In accordance with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decia on. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations 'Pi 114 Traffic Volume (veh/h) 22 27 32 12 10 4 9 359 25 Future Volume (veh/h) 22 27 32 12 10 4 9 359 25 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 25 31 36 14 11 5 10 408 28 10 886 19 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap,veh/h 84 54 52 110 72 23 554 2539 174 776 2679 57 Arrive On Green 0.08 0.08 0.08 0.08 0.08 0.08 0.76 0.76 0.76 1.00 1.00 1.00 Sat Flow, veh/h 327 665 638 542 883 285 611 3343 228 945 3527 76 Grp Volume(v), veh/h 92 0 0 30 0 0 10 214 222 10 443 462 Grp Sat Flow(s),veh/h/In 1630 0 0 1710 0 0 611 1763 1808 945 1763 1840 Q Serve(g_s), s 2.7 0.0 0.0 0.0 0.0 0.0 0.3 2.7 2.7 0.0 0.0 0.0 Cycle Q Clear(g_c), s 4.3 0.0 0.0 1.2 0.0 0.0 0.3 2.7 2.7 2.7 0.0 0.0 Prop In Lane 0.27 0.39 0.47 0.17 1.00 0.13 1.00 0.04 Lane Grp Cap(c), veh/h 190 0 0 206 0 0 554 1339 1374 776 1339 1398 V/C Ratio(X) 0.48 0.00 0.00 0.15 0.00 0.00 0.02 0.16 0.16 0.01 0.33 0.33 Avail Cap(c_a), veh/h 573 0 0 570 0 0 554 1339 1374 776 1339 1398 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 0.87 0.87 0.87 Uniform Delay (d), s/veh 35.7 0.0 0.0 34.3 0.0 0.0 2.4 2.6 2.6 0.1 0.0 0.0 Incr Delay (d2), s/veh 1.4 0.0 0.0 0.2 0.0 0.0 0.1 0.3 0.3 0.0 0.6 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 1.8 0.0 0.0 0.5 0.0 0.0 0.0 0.7 0.7 0.0 0.2 0.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 37.1 0.0 0.0 34.5 0.0 0.0 2.4 2.9 2.9 0.1 0.6 0.6 LnGrp LOS D A A C A A A A A A A A Approach Vol, veh/h 92 30 446 915 Approach Delay, s/veh 37.1 34.5 2.9 0.6 Approach LOS D C A A Timer - Assigned Phs 2 4 6 8 PZ-21-10809 12/16/21 Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s Intersection Summary 67.2 12.8 67.2 12.8 6.4 *6.3 6.4 *6.3 41.6 *26 41.6 *26 4.7 3.2 4.7 6.3 2.1 0.1 1.0 0.3 HCM 6th Ctrl Delay HCM 6th LOS Notes 4.2 A * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn Lanes, Volumes, Timings 19: NE 2nd Avenue & NE 39th Street t Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations 19 T., 19 Traffic Volume (vph) 41 43 49 53 9 214 49 397 Future Volume (vph) 41 43 49 53 9 214 49 397 Turn Type Perm NA Perm NA pm+pt NA pm+pt NA Protected Phases 8 4 1 6 5 2 Permitted Phases 8 4 6 2 Detector Phase 8 8 4 4 1 6 5 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 5.0 7.0 5.0 7.0 Minimum Split (s) 31.0 31.0 31.0 31.0 11.0 26.0 11.0 26.0 Total Split (s) 31.0 31.0 31.0 31.0 14.0 40.0 14.0 40.0 Total Split (%) 36.5% 36.5% 36.5% 36.5% 16.5% 47.1% 16.5% 47.1% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None None C-Max None C-Max Intersection Summary This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 85 Actuated Cycle Length: 85 Offset: 46 (54%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 70 Control Type: Actuated -Coordinated Splits and Phases: 19: NE 2nd Avenue & NE 39th Street 1 02 (Kt) -, 14s 40s 1 31s 05 At06 (R) 'J:; 14s 4Os 51s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn HCM 6th Signalized Intersection Summary 19: NE 2nd Avenue & NE 39th Street This submittal needs to be schebu led bra public hearing In accordance with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decia on. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations Traffic Volume (veh/h) 41 43 20 49 Future Volume (veh/h) 41 43 20 49 Initial Q (Qb), veh 0 0 0 0 Ped-Bike Adj(A_pbT) 0.97 0.95 0.96 Parking Bus, Adj 1.00 1.00 1.00 1.00 Work Zone On Approach No Adj Sat Flow, veh/h/In 1856 1856 1856 1856 Adj Flow Rate, veh/h 45 47 22 54 Peak Hour Factor 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 3 3 3 3 Cap, veh/h 159 155 61 110 Arrive On Green 0.22 0.22 0.22 0.22 Sat Flow, veh/h 459 715 281 266 Grp Volume(v), veh/h 114 0 0 226 Grp Sat Flow(s),veh/h/In 1454 0 0 1537 Q Serve(g_s), s 0.0 0.0 0.0 6.1 Cycle Q Clear(g_c), s 5.1 0.0 0.0 11.2 Prop In Lane 0.39 0.19 0.24 Lane Grp Cap(c), veh/h 375 0 0 386 V/C Ratio(X) 0.30 0.00 0.00 0.58 Avail Cap(c_a), veh/h 487 0 0 501 HCM Platoon Ratio 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 Uniform Delay (d), s/veh 27.9 0.0 0.0 30.3 Incr Delay (d2), s/veh 0.5 0.0 0.0 1.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 2.0 0.0 0.0 4.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 28.4 0.0 0.0 32.0 LnGrp LOS C A A C Approach Vol, veh/h 114 Approach Delay, s/veh 28.4 Approach LOS C 53 104 9 214 17 53 104 9 214 17 49 0 0 0 0 0 0 0 0 0.93 0.99 0.96 0.99 0.96 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 No No No 1856 1856 1856 1856 1856 1856 1856 1856 58 114 10 235 19 54 436 18 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 3 3 3 3 3 3 3 3 108 168 535 892 72 689 987 41 0.22 0.22 0.02 0.70 0.70 0.06 0.74 0.74 496 775 1767 1688 136 1767 1766 73 0 0 10 0 254 54 0 454 0 0 1767 0 1824 1767 0 1839 0.0 0.0 0.2 0.0 4.3 1.1 0.0 8.0 0.0 0.0 0.2 0.0 4.3 1.1 0.0 8.0 0.50 1.00 0.07 1.00 0.04 0 0 535 0 964 689 0 1027 0.00 0.00 0.02 0.00 0.26 0.08 0.00 0.44 0 0 680 0 964 780 0 1027 1.00 1.00 1.33 1.33 1.33 1.33 1.33 1.33 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 0.0 0.0 9.1 0.0 6.6 8.1 0.0 5.9 0.0 0.0 0.0 0.0 0.7 0.0 0.0 1.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 1.6 0.4 0.0 2.7 PZ-21-10809 12/16/21 0.0 0.0 9.2 0.0 7.3 8.1 0.0 7.2 A A A A A A A A 226 264 508 32.0 7.3 7.3 C A A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.1 53.5 24.5 9.6 50.9 24.5 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 8.0 34.0 25.0 8.0 34.0 25.0 Max Q Clear Time (g_c+I1), s 2.2 10.0 13.2 3.1 6.3 7.1 Green Ext Time (p_c), s 0.0 1.0 1.2 0.0 0.5 0.6 Intersection Summary HCM 6th Ctrl Delay HCM 6th LOS 14.5 B K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn PUB(, o' y 0 0 a NOTICE This submittal needs b be scheduled for a puboc hearing in accordance with timelines set forth in the City of Miami Code.The applica de decision -making bcdywill renew the infonna0on at the pubs hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 ti k ,,Ew CO'�,a Future Background A.M. 2 Lanes, Volumes, Timings 1: NW 6th Avenue/I-95 SB Off -Ramp & NW 62nd Street Futur Lane Group EBT WBL WBT SBL SBT 09 Lane Configurations +" i ++ "ri Traffic Volume (vph) 701 273 482 374 281 Future Volume (vph) 701 273 482 374 281 Turn Type NA pm+pt NA Split NA Protected Phases 6 5 2 8 8 9 Permitted Phases 2 Detector Phase 6 5 2 8 8 Switch Phase Minimum Initial (s) 16.0 5.0 16.0 7.0 7.0 1.0 Minimum Split (s) 22.0 11.0 22.0 13.0 13.0 21.0 Total Split (s) 55.0 17.0 72.0 53.0 53.0 19.0 Total Split (%) 38.2% 11.8% 50.0% 36.8% 36.8% 13% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 2.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 0.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode C-Max None C-Max None None None Intersection Summary This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 144 Actuated Cycle Length: 144 Offset: 52 (36%), Referenced to phase 2:WBTL and 6:EBT, Start of Yellow Natural Cycle: 140 Control Type: Actuated -Coordinated Splits and Phases: 1: NW 6th Avenue/I-95 SB Off -Ramp & NW 62nd Street ki0ir 9 38 411- 02 (R) 72s 19s 53s 05 4J6 (R) 17s I 55s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn HCM Signalized Intersection Capacity Analysis 1: NW 6th Avenue/I-95 SB Off -Ramp & NW 62nd Street Futur c Ak. t P Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations " i 1 ++ Traffic Volume (vph) 0 701 460 273 482 0 0 0 0 37 Future Volume (vph) 0 701 460 273 482 0 0 0 0 374 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 0.95 1.00 0.95 1.00 1.00 Frpb, ped/bikes 0.99 1.00 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 Frt 0.94 1.00 1.00 1.00 0.93 Flt Protected 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 3310 1770 3539 1770 1719 Flt Permitted 1.00 0.07 1.00 0.95 1.00 Satd. Flow (perm) 3310 137 3539 1770 1719 Peak -hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 0 738 484 287 507 0 0 0 0 394 296 265 RTOR Reduction (vph) 0 77 0 0 0 0 0 0 0 0 22 0 Lane Group Flow (vph) 0 1145 0 287 507 0 0 0 0 394 539 0 Confl. Peds. (#/hr) 38 1 1 38 2 2 Confl. Bikes (#/hr) 2 2 This submittal needs to be schebu led bra public hearing In aaord ana with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decia on. 1900 Turn Type NA pm+pt NA Protected Phases 6 5 2 Permitted Phases 2 Actuated Green, G (s) 48.2 72.6 72.6 Effective Green, g (s) 48.2 72.6 72.6 Actuated g/C Ratio 0.33 0.50 0.50 Clearance Time (s) 6.0 6.0 6.0 Vehicle Extension (s) 1.0 2.0 1.0 Lane Grp Cap (vph) 1107 277 1784 v/s Ratio Prot 0.35 c0.13 0.14 v/s Ratio Perm c0.39 v/c Ratio 1.03 1.04 0.28 Uniform Delay, d1 47.9 47.3 20.7 Progression Factor 1.00 1.00 1.00 Incremental Delay, d2 36.4 63.8 0.4 Delay (s) 84.3 111.1 21.1 Level of Service F F C Approach Delay (s) 84.3 53.6 Approach LOS F D Intersection Summary 0.0 A Split NA 8 8 47.2 47.2 47.2 47.2 0.33 0.33 6.0 6.0 2.5 2.5 580 563 0.22 c0.31 0.68 0.96 41.9 47.4 1.00 1.00 2.9 27.2 44.7 74.6 D E 62.3 E HCM 2000 Control Delay 69.0 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.94 Actuated Cycle Length (s) 144.0 Sum of lost time (s) 20.0 Intersection Capacity Utilization 140.2% ICU Level of Service H Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn Lanes, Volumes, Timings 2: NW 6th Avenue/NW 5th Court & NW 62nd Street Futur Lane Group EBL EBT WBT NBT 09 Lane Configurations ++ 1 Traffic Volume (vph) 381 652 599 612 Future Volume (vph) 381 652 599 612 Turn Type pm+pt NA NA NA Protected Phases 1 6 2 4 9 Permitted Phases 6 Detector Phase 1 6 2 4 Switch Phase Minimum Initial (s) 5.0 16.0 16.0 7.0 1.0 Minimum Split (s) 11.0 22.0 22.0 13.0 29.0 Total Split (s) 15.0 78.0 63.0 47.0 27.0 Total Split (%) 9.9% 51.3% 41.4% 30.9% 18% Yellow Time (s) 4.0 4.0 4.0 4.0 2.0 All -Red Time (s) 2.0 2.0 2.0 2.0 0.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Recall Mode None C-Max C-Max None None Intersection Summary This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 152 Actuated Cycle Length: 152 Offset: 58 (38%), Referenced to phase 2:WBT and 6:EBTL, Start of Yellow Natural Cycle: 150 Control Type: Actuated -Coordinated Splits and Phases: 2: NW 6th Avenue/NW 5th Court & NW 62nd Street 01 9 1 O4 02 (R)411- 15s 613s T 27s .47s 1 -11"06 (R) 78s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn HCM Signalized Intersection Capacity Analysis 2: NW 6th Avenue/NW 5th Court & NW 62nd Street Futur c 1- ak. IN t P Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations 'Pi ++ Traffic Volume (vph) 381 652 0 0 599 253 334 612 416 Future Volume (vph) 381 652 0 0 599 253 334 612 416 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.0 6.0 Lane Util. Factor 1.00 0.95 0.95 0.95 Frpb, ped/bikes 1.00 1.00 0.99 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.96 0.95 Flt Protected 0.95 1.00 1.00 0.99 Satd. Flow (prot) 1769 3539 3346 3322 Flt Permitted 0.14 1.00 1.00 0.99 Satd. Flow (perm) 261 3539 3346 3322 Peak -hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 405 694 0 0 637 269 355 651 443 0 0 0 RTOR Reduction (vph) 0 0 0 0 31 0 0 30 0 0 0 0 Lane Group Flow (vph) 405 694 0 0 875 0 0 1419 0 0 0 0 Confl. Peds. (#/hr) 29 5 5 29 2 2 Confl. Bikes (#/hr) 3 1 This submittal needs to be schebu led bra public hearing In aaord ana with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decla on. 1900 1900 Turn Type pm+pt NA NA Split NA Protected Phases 1 6 2 4 4 Permitted Phases 6 Actuated Green, G (s) 71.2 71.2 56.2 51.8 Effective Green, g (s) 71.2 71.2 56.2 51.8 Actuated g/C Ratio 0.47 0.47 0.37 0.34 Clearance Time (s) 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.0 1.0 1.0 2.5 Lane Grp Cap (vph) 211 1657 1237 1132 v/s Ratio Prot c0.11 0.20 0.26 c0.43 v/s Ratio Perm c0.78 v/c Ratio 1.92 0.42 0.71 1.25 Uniform Delay, d1 35.9 26.7 40.9 50.1 Progression Factor 1.00 1.00 1.00 1.00 Incremental Delay, d2 430.8 0.8 3.4 121.6 Delay (s) 466.7 27.5 44.3 171.7 Level of Service F C D F Approach Delay (s) 189.4 44.3 171.7 Approach LOS F D F Intersection Summary 0.0 A HCM 2000 Control Delay 143.9 HCM 2000 Level of Service F HCM 2000 Volume to Capacity ratio 1.48 Actuated Cycle Length (s) 152.0 Sum of lost time (s) 20.0 Intersection Capacity Utilization 140.2% ICU Level of Service H Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPTO1043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn Lanes, Volumes, Timings 3: NW 2nd Avenue & NW 62nd Street/NE 62nd Street Futur 4- I Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations 19 4 19 4 19 + r* 19 1' Traffic Volume (vph) 48 747 68 464 154 166 142 125 165 Future Volume (vph) 48 747 68 464 154 166 142 125 165 92 Turn Type pm+pt NA pm+pt NA pm+pt NA Perm pm+pt NA Perm Protected Phases 1 6 5 2 7 4 3 8 Permitted Phases 6 2 4 4 8 Detector Phase 1 6 5 2 7 4 4 3 8 8 Switch Phase Minimum Initial (s) 5.0 16.0 5.0 16.0 5.0 7.0 7.0 5.0 7.0 7.0 1.0 Minimum Split (s) 10.7 25.0 10.7 25.0 10.7 25.0 25.0 10.7 25.0 25.0 26.0 Total Split (s) 16.0 52.0 16.0 52.0 16.0 42.0 42.0 16.0 42.0 42.0 24.0 Total Split (%) 10.7% 34.7% 10.7% 34.7% 10.7% 28.0% 28.0% 10.7% 28.0% 28.0% 16% Yellow Time (s) 3.7 4.0 3.7 4.0 3.7 4.0 4.0 3.7 4.0 4.0 2.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 0.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.7 6.0 5.7 6.0 5.7 6.0 6.0 5.7 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max None Max None None None None None None None This submittal needs to be scheduled bra public hearing In accordance with Idmatinee set forth in the City of Miami Code. The appLlea decision -malting body will review the lntormatlon at the public hearing to render a recommentlatl on or a final decla on. Intersection Summary 8 PZ-21-10809 12/16/21 9 Cycle Length: 150 Actuated Cycle Length: 105.9 Natural Cycle: 110 Control Type: Actuated -Uncoordinated Splits and Phases: 3: NW 2nd Avenue & NW 62nd Street/NE 62nd Street 1 .409 03 04 02 16s 1152s 24s 16s 42s 05 07 Jr 1-.3 6 16s ■52s 16s 42s I 1 K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn HCM Signalized Intersection Capacity Analysis 3: NW 2nd Avenue & NW 62nd Street/NE 62nd Street Futur c Ak. t P Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations 19 4 19 4 19 + r* Traffic Volume (vph) 48 747 180 68 464 48 154 166 142 12 Future Volume (vph) 48 747 180 68 464 48 154 166 142 125 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.7 6.0 5.7 6.0 5.7 6.0 6.0 5.7 6.0 6.0 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 0.99 1.00 1.00 1.00 1.00 0.97 1.00 1.00 0.98 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.97 1.00 0.99 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1767 3418 1769 3479 1767 1863 1534 1762 1863 1549 Flt Permitted 0.40 1.00 0.17 1.00 0.45 1.00 1.00 0.50 1.00 1.00 Satd. Flow (perm) 739 3418 308 3479 844 1863 1534 931 1863 1549 Peak -hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 52 812 196 74 504 52 167 180 154 136 179 100 RTOR Reduction (vph) 0 11 0 0 4 0 0 0 130 0 0 85 Lane Group Flow (vph) 52 997 0 74 552 0 167 180 24 136 179 15 Confl. Peds. (#/hr) 10 6 6 10 4 10 10 4 Confl. Bikes (#/hr) 1 Turn Type pm+pt NA pm+pt NA pm+pt NA Perm pm+pt NA Perm Protected Phases 1 6 5 2 7 4 3 8 Permitted Phases 6 2 4 4 8 8 Actuated Green, G (s) 52.7 47.5 54.1 48.2 26.7 16.6 16.6 25.3 15.9 15.9 Effective Green, g (s) 52.7 47.5 54.1 48.2 26.7 16.6 16.6 25.3 15.9 15.9 Actuated g/C Ratio 0.49 0.44 0.50 0.44 0.25 0.15 0.15 0.23 0.15 0.15 Clearance Time (s) 5.7 6.0 5.7 6.0 5.7 6.0 6.0 5.7 6.0 6.0 Vehicle Extension (s) 2.0 1.0 2.0 1.0 2.0 2.5 2.5 2.0 2.5 2.5 Lane Grp Cap(vph) 408 1497 233 1546 293 285 234 289 273 227 v/s Ratio Prot 0.01 c0.29 c0.02 0.16 c0.05 c0.10 0.04 0.10 v/s Ratio Perm 0.06 0.14 0.09 0.02 0.07 0.01 v/c Ratio 0.13 0.67 0.32 0.36 0.57 0.63 0.10 0.47 0.66 0.06 Uniform Delay, d1 14.9 24.2 16.4 19.9 34.1 43.0 39.5 34.6 43.7 39.8 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.1 2.4 0.3 0.6 1.5 4.0 0.1 0.4 5.0 0.1 Delay (s) 14.9 26.5 16.7 20.5 35.7 47.0 39.6 35.0 48.7 39.9 Level of Service B C B C DDDDDD Approach Delay (s) 25.9 20.1 40.9 42.1 Approach LOS C C D D Intersection Summary This submittal needs to be schebu led bra public hearing In aaord ana with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decla on. HCM 2000 Control Delay 30.0 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.60 Actuated Cycle Length (s) 108.4 Sum of lost time (s) 25.4 Intersection Capacity Utilization 67.4% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPTO1043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn Lanes, Volumes, Timings 4: NE 2nd Avenue & NE 62nd Street & NE 61st Street Futur t Lane Group EBL2 EBT EBR NBL NBT SBL SBT SWL SWR Lane Configurations 'Pi +1 r* 19 r v Traffic Volume (vph) 106 669 276 97 430 159 814 69 365 Future Volume (vph) 106 669 276 97 430 159 814 69 365 Turn Type pm+pt NA Perm Perm NA Perm NA pm+pt Perm Protected Phases 3 8 6 2 7 Permitted Phases 8 8 6 2 4 4 Detector Phase 3 8 8 6 6 2 2 7 4 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 7.0 7.0 7.0 7.0 5.0 7.0 Minimum Split (s) 10.7 25.0 25.0 41.0 41.0 41.0 41.0 10.7 25.0 Total Split (s) 20.0 40.0 40.0 60.0 60.0 60.0 60.0 20.0 40.0 Total Split (%) 16.7% 33.3% 33.3% 50.0% 50.0% 50.0% 50.0% 16.7% 33.3% Yellow Time (s) 3.7 4.0 4.0 4.0 4.0 4.0 4.0 3.7 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.7 6.0 6.0 6.0 6.0 5.7 6.0 Lead/Lag Lead Lag Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None C-Max C-Max C-Max C-Max None None Intersection Summary This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 120 Actuated Cycle Length: 120 Offset: 27 (23%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 80 Control Type: Actuated -Coordinated Splits and Phases: 4: NE 2nd Avenue & NE 62nd Street & NE 61st Street IF (R)? 04 60s} ZJs 40s I �36 4R) 07 U 60s 20s 40s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn HCM Signalized Intersection Capacity Analysis 4: NE 2nd Avenue & NE 62nd Street & NE 61st Street Futur Movement EBL2 EBT EBR NBL NBT NBR2 SBL SBT SBR Lane Configurations 'Pi +1 r* Traffic Volume (vph) 106 669 276 97 430 83 159 814 73 Future Volume (vph) 106 669 276 97 430 83 159 814 73 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.7 6.0 6.0 6.0 6.0 Lane Util. Factor 1.00 0.95 1.00 0.95 0.95 Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 Flpb, ped/bikes 0.98 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 0.98 0.99 Flt Protected 0.95 1.00 1.00 0.99 0.99 Satd. Flow (prot) 1731 3539 1553 3429 3470 Flt Permitted 0.95 1.00 1.00 0.56 0.68 Satd. Flow (perm) 1731 3539 1553 1929 2393 Peak -hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 112 704 291 102 453 87 167 857 RTOR Reduction (vph) 0 0 182 0 37 0 0 4 Lane Group Flow (vph) 112 704 109 0 605 0 0 1097 Confl. Peds. (#/hr) 12 4 5 7 7 Confl. Bikes (#/hr) 7 This submittal needs to be scheduled bra public hearing In accordance with Idmatinee set forth in the City of Miami Code. The appll®de decision -malting body will review the lntormatlon at the public hearing to render a recommentlatl on or a final decla on. 69 1900 5.7 1.00 1.00 0.99 1.00 0.95 1757 0.95 1757 0.95 0.95 77 73 0 0 0 73 5 4 3 PZ-21-10809 12/16/21 1900 6.0 0.88 1.00 1.00 0.85 1.00 2787 1.00 2787 0.95 384 0 384 Turn Type pm+pt NA Perm Perm NA Perm NA pm+pt Perm Protected Phases 3 8 6 2 7 Permitted Phases 8 8 6 2 4 4 Actuated Green, G (s) 41.6 32.1 32.1 63.2 63.2 36.6 29.6 Effective Green, g (s) 41.6 32.1 32.1 63.2 63.2 36.6 29.6 Actuated g/C Ratio 0.35 0.27 0.27 0.53 0.53 0.31 0.25 Clearance Time (s) 5.7 6.0 6.0 6.0 6.0 5.7 6.0 Vehicle Extension (s) 2.0 2.5 2.5 1.0 1.0 2.0 2.5 Lane Grp Cap (vph) 600 946 415 1015 1260 535 687 v/s Ratio Prot c0.01 c0.20 0.01 v/s Ratio Perm 0.05 0.07 0.31 c0.46 0.03 0.14 v/c Ratio 0.19 0.74 0.26 0.60 0.87 0.14 0.56 Uniform Delay, d1 27.4 40.2 34.6 19.6 24.8 30.2 39.5 Progression Factor 1.00 1.00 1.00 0.97 1.00 0.95 0.95 Incremental Delay, d2 0.1 3.0 0.2 2.5 8.4 0.0 0.6 Delay (s) 27.4 43.2 34.9 21.5 33.2 28.7 38.1 Level of Service C D C C C C D Approach Delay (s) 39.4 21.5 33.2 36.6 Approach LOS D C C D Intersection Summary HCM 2000 Control Delay 33.5 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.79 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 17.7 Intersection Capacity Utilization 101.1% ICU Level of Service G Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn 4 PURL/ HCM 6th TWSC 41: NE 2nd Avenue & NE 62nd Street Futur G O a. Intersection Int Delay, s/veh 0.5 Movement WBL WBR NBT NBR SBL SBT Lane Configurations r ++ Traffic Vol, veh/h 0 97 536 0 0 1046 Future Vol, veh/h 0 97 536 0 0 1046 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 Veh in Median Storage, # 0 0 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 3 3 3 3 3 3 Mvmt Flow 0 102 564 0 0 1101 Major/Minor Minorl Majorl Major2 NOTICE This submittal needs to be scheduled fora puboc hearing In accortlancewhh timelines set forth in the City of Kam Code. The applira tie tlecision-mahing bodywlll relew the information at the public hearing to render a recommendation or a final tlecid on. PZ-21-10809 12/16/21 !EW GO�� Conflicting Flow All - 282 0 Stage 1 Stage 2 Critical Hdwy 5 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy - 3 Pot Cap-1 Maneuver 0 910 0 0 Stage 1 0 0 0 Stage 2 0 0 0 Platoon blocked, % Mov Cap-1 Maneuver - 910 Mov Cap-2 Maneuver Stage 1 Stage 2 Approach WB NB SB HCM Control Delay, s 9.5 0 0 HCM LOS A Minor Lane/Major Mvmt NBTWBLn1 SBT Capacity (veh/h) - 910 HCM Lane V/C Ratio - 0.112 HCM Control Delay (s) - 9.5 HCM Lane LOS - A HCM 95th %tile Q(veh) - 0.4 K:1FTL_TPT01043752001-Sabal Palm Villagelcalcs\Synchro\Future Background.syn Lanes, Volumes, Timings 5: Biscayne Boulevard & NE 62nd Street Futur 4- I Lane Group WBT NBL NBT SBL SBT Lane Configurations 4T4 19 144 19 144 Traffic Volume (vph) 9 185 1280 2 1623 Future Volume (vph) 9 185 1280 2 1623 Turn Type NA pm+pt NA Perm NA Protected Phases 4 1 6 2 Permitted Phases 6 2 Detector Phase 4 1 6 2 2 Switch Phase Minimum Initial (s) 7.0 5.0 7.0 7.0 7.0 Minimum Split (s) 32.0 11.0 29.5 29.5 29.5 Total Split (s) 36.0 19.0 84.0 65.0 65.0 Total Split (%) 30.0% 15.8% 70.0% 54.2% 54.2% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 3.0 2.0 2.5 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 6.0 6.5 6.5 6.5 Lead/Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Recall Mode None None C-Max C-Max C-Max Intersection Summary This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 120 Actuated Cycle Length: 120 Offset: 15 (13%), Referenced to phase 2:SBTL and 6:NBTL, Start of Green Natural Cycle: 140 Control Type: Actuated -Coordinated Splits and Phases: 5: Biscayne Boulevard & NE 62nd Street 19s} 165s rv= 106 (R) IIII 84 s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn HCM 6th Signalized Intersection Summary 5: Biscayne Boulevard & NE 62nd Street Futur This submittal needs to be schebu led bra public hearing In aaord ana with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decla on. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations 4 i 19 Traffic Volume (veh/h) 0 0 0 14 9 4 185 1280 4 Future Volume (veh/h) 0 0 0 14 9 4 185 1280 4 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.96 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/In 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 15 10 4 199 1376 4 2 1745 256 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 Cap, veh/h 106 76 30 281 2981 9 344 2263 323 Arrive On Green 0.06 0.06 0.06 0.06 1.00 1.00 0.97 0.97 0.97 Sat Flow, veh/h 1746 1256 503 1767 3605 10 389 3092 442 Grp Volume(v), veh/h 15 0 14 199 673 707 2 975 1026 Grp Sat Flow(s),veh/h/In 1768 0 1737 1767 1763 1853 389 1763 1771 Q Serve(g_s), s 1.0 0.0 0.9 3.2 0.0 0.0 0.0 6.6 8.0 Cycle Q Clear(g_c), s 1.0 0.0 0.9 3.2 0.0 0.0 0.0 6.6 8.0 Prop In Lane 0.99 0.29 1.00 0.01 1.00 0.25 Lane Grp Cap(c), veh/h 107 0 105 281 1458 1532 344 1290 1296 V/C Ratio(X) 0.14 0.00 0.13 0.71 0.46 0.46 0.01 0.76 0.79 Avail Cap(c_a), veh/h 427 0 420 393 1458 1532 344 1290 1296 HCM Platoon Ratio 1.00 1.00 1.00 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 1.00 0.00 1.00 0.27 0.27 0.27 1.00 1.00 1.00 Uniform Delay (d), s/veh 53.4 0.0 53.4 7.5 0.0 0.0 0.4 0.5 0.5 Incr Delay (d2), s/veh 0.4 0.0 0.4 0.4 0.3 0.3 0.0 4.2 5.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 0.4 0.0 0.4 0.9 0.1 0.1 0.0 2.1 2.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 53.9 0.0 53.8 7.9 0.3 0.3 0.5 4.7 5.5 LnGrp LOS D A D A A A A A A Approach Vol, veh/h 29 1579 2003 Approach Delay, s/veh 53.8 1.2 5.1 Approach LOS D A A Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 11.4 94.3 14.3 105.7 Change Period (Y+Rc), s 6.0 6.5 7.0 6.5 Max Green Setting (Gmax), s 13.0 58.5 29.0 77.5 Max Q Clear Time (g_c+I1), s 5.2 10.0 3.0 2.0 Green Ext Time (p_c), s 0.2 7.9 0.1 3.7 Intersection Summary HCM 6th Ctrl Delay HCM 6th LOS 3.8 A K:1FTL_TPTO1043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn Lanes, Volumes, Timings 6: Biscayne Boulevard & NE 61st Street Futur t Lane Group EBL EBT WBL WBR NBT SBL SBT 09 Lane Configurations " i r* '-" i +1' Traffic Volume (vph) 210 31 81 23 1265 12 1601 Future Volume (vph) 210 31 81 23 1265 12 1601 Turn Type Split NA Prot pm+ov NA pm+pt NA Protected Phases 8 8 4 5 6 5 2 9 Permitted Phases 4 2 Detector Phase 8 8 4 5 6 5 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 5.0 7.0 5.0 7.0 1.0 Minimum Split (s) 22.5 22.5 14.0 11.0 22.5 11.0 22.5 25.0 Total Split (s) 32.0 32.0 17.0 14.0 27.0 14.0 41.0 32.0 Total Split (%) 26.2% 26.2% 13.9% 11.5% 22.1% 11.5% 33.6% 26% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 2.0 All -Red Time (s) 3.0 3.0 3.0 2.0 2.0 2.0 2.0 0.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 7.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode None None None None C-Max None C-Max None Intersection Summary This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 122 Actuated Cycle Length: 122 Offset: 50 (41%), Referenced to phase 2:SBTL and 6:NBT, Start of Green Natural Cycle: 135 Control Type: Actuated -Coordinated Splits and Phases: 6: Biscayne Boulevard & NE 61st Street T 02 (R) V h9 �U Is 411s 32s 32s .?s l'1115 I 6. (R.)141s 27s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn HCM Signalized Intersection Capacity Analysis 6: Biscayne Boulevard & NE 61st Street Futur IN t P Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations 1 1 r* Traffic Volume (vph) 210 31 391 81 0 23 0 1265 23 1 Future Volume (vph) 210 31 391 81 0 23 0 1265 23 12 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 7.0 7.0 7.0 6.0 6.0 6.0 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 Frpb, ped/bikes 1.00 0.95 1.00 0.98 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.86 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 Satd. Flow (prot) 1770 1519 1770 1545 3528 1770 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.08 Satd. Flow (perm) 1770 1519 1770 1545 3528 145 Peak -hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 221 33 412 85 0 24 0 1332 24 13 RTOR Reduction (vph) 0 341 0 0 0 21 0 1 0 0 Lane Group Flow (vph) 221 104 0 85 0 3 0 1355 0 13 Confl. Peds. (#/hr) 7 26 26 7 6 10 10 Confl. Bikes (#/hr) 1 1 4 Turn Type Split NA Prot pm+ov NA pm+pt NA Protected Phases 8 8 4 5 6 5 2 Permitted Phases 4 2 Actuated Green, G (s) 21.0 21.0 10.4 13.8 45.4 54.8 54.8 Effective Green, g (s) 21.0 21.0 10.4 13.8 45.4 54.8 54.8 Actuated g/C Ratio 0.17 0.17 0.09 0.11 0.37 0.45 0.45 Clearance Time (s) 7.0 7.0 7.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.5 2.5 2.5 2.0 1.0 2.0 1.0 Lane Grp Cap (vph) 304 261 150 174 1312 110 1589 v/s Ratio Prot c0.12 0.07 c0.05 0.00 0.38 0.00 c0.48 v/s Ratio Perm 0.00 0.05 v/c Ratio 0.73 0.40 0.57 0.02 1.03 0.12 1.06 Uniform Delay, d1 47.8 44.9 53.6 48.1 38.3 27.9 33.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 7.9 0.7 3.9 0.0 33.8 0.2 40.5 Delay (s) 55.7 45.6 57.6 48.1 72.1 28.1 74.1 Level of Service E D E D E C E Approach Delay (s) 48.9 55.5 72.1 73.8 Approach LOS D E E E Intersection Summary This submittal needs to be schebu led bra public hearing In aaord ana with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decla on. 1900 6.0 0.95 1.00 1.00 1.00 1.00 3539 1.00 3539 0.95 0.95 1685 0 0 0 1685 0 6 1 1900 HCM 2000 Control Delay 68.3 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.84 Actuated Cycle Length (s) 122.0 Sum of lost time (s) 28.0 Intersection Capacity Utilization 92.8% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPTO1043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn Lanes, Volumes, Timings 7: NE 2nd Avenue & NE 59th Street Futur I Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Lane Configurations 19 + r* Traffic Volume (vph) 26 11 26 24 13 17 631 32 823 Future Volume (vph) 26 11 26 24 13 17 631 32 823 Turn Type Perm NA Perm Perm NA Perm NA Perm NA Protected Phases 8 4 6 2 Permitted Phases 8 8 4 6 2 Detector Phase 8 8 8 4 4 6 6 2 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 28.0 28.0 28.0 28.0 28.0 27.0 27.0 27.0 27.0 Total Split (s) 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 Total Split (%) 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead -Lag Optimize? Recall Mode None None None None None C-Max C-Max C-Max C-Max Intersection Summary This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 120 Actuated Cycle Length: 120 Offset: 63 (53%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 55 Control Type: Actuated -Coordinated Splits and Phases: 7: NE 2nd Avenue & NE 59th Street ♦ 2(R) i Drt 60 s 60 s 1036 (R) U 60s 1 60s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn HCM 6th Signalized Intersection Summary 7: NE 2nd Avenue & NE 59th Street A Futur Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations r* Traffic Volume (veh/h) 26 11 26 24 13 34 17 631 6 3 Future Volume (veh/h) 26 11 26 24 13 34 17 631 6 32 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.97 0.97 0.97 0.97 1.00 0.97 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 28 12 28 26 14 37 18 686 7 35 895 37 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap,veh/h 197 193 158 77 46 77 74 2657 27 102 2521 103 Arrive On Green 0.10 0.10 0.10 0.10 0.10 0.10 1.00 1.00 1.00 1.00 1.00 1.00 Sat Flow, veh/h 1309 1856 1518 357 445 742 53 3338 34 87 3168 130 Grp Volume(v), veh/h 28 12 28 77 0 0 363 0 348 493 0 474 Grp Sat Flow(s),veh/h/In 1309 1856 1518 1543 0 0 1744 0 1681 1725 0 1661 Q Serve(g_s), s 0.0 0.7 2.0 1.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 2.3 0.7 2.0 5.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop In Lane 1.00 1.00 0.34 0.48 0.05 0.02 0.07 0.08 Lane Grp Cap(c), veh/h 197 193 158 201 0 0 1419 0 1338 1405 0 1322 V/C Ratio(X) 0.14 0.06 0.18 0.38 0.00 0.00 0.26 0.00 0.26 0.35 0.00 0.36 Avail Cap(c_a), veh/h 650 835 683 716 0 0 1419 0 1338 1405 0 1322 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.54 0.00 0.54 Uniform Delay (d), s/veh 49.2 48.5 49.1 50.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.2 0.1 0.4 0.9 0.0 0.0 0.4 0.0 0.5 0.4 0.0 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 0.8 0.3 0.8 2.2 0.0 0.0 0.2 0.0 0.2 0.1 0.0 0.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 49.4 48.6 49.5 51.4 0.0 0.0 0.4 0.0 0.5 0.4 0.0 0.4 LnGrp LOS D D D D A A A A A A A A Approach Vol, veh/h 68 77 711 967 Approach Delay, s/veh 49.3 51.4 0.5 0.4 Approach LOS D D A A This submittal needs b be scheduled for a public hearing In accordance with amerines set forth in the City of Miami Code. The applicade decision -making body will reWew the information at the public hearing to render a recommendation or a final decision. Timer - Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s Intersection Summary 101.5 18.5 101.5 18.5 6.0 6.0 6.0 6.0 54.0 54.0 54.0 54.0 2.0 7.4 2.0 4.3 2.4 0.4 1.7 0.2 HCM 6th Ctrl Delay HCM 6th LOS 4.4 A K:1FTL_TPTO1043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn Lanes, Volumes, Timings 8: NW 6th Court & NW 54th Street Futur Lane Group EBT WBL WBT NBT SBL SBT SBR Lane Configurations 144 + 44 19 4 i* Traffic Volume (vph) 1191 15 534 0 141 19 139 Future Volume (vph) 1191 15 534 0 141 19 139 Turn Type NA Perm NA NA Split NA Perm Protected Phases 6 2 4 3 3 Permitted Phases 2 3 Detector Phase 6 2 2 4 3 3 3 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 33.0 33.0 33.0 13.0 13.0 13.0 13.0 Total Split (s) 109.0 109.0 109.0 26.0 25.0 25.0 25.0 Total Split (%) 68.1% 68.1% 68.1% 16.3% 15.6% 15.6% 15.6% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lag Lead Lead Lead Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode C-Max C-Max C-Max None None None None Intersection Summary This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 160 Actuated Cycle Length: 160 Offset: 134 (84%), Referenced to phase 2:WBTL and 6:EBT, Start of Yellow Natural Cycle: 60 Control Type: Actuated -Coordinated Splits and Phases: 8: NW 6th Court & NW 54th Street 02 (R)411- I 04 109sPI 2 4s 26RI s 6 (R) 109s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn HCM Signalized Intersection Capacity Analysis 8: NW 6th Court & NW 54th Street Futur t P Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations t) 4+ 43, Traffic Volume (vph) 0 1191 4 15 534 0 1 0 13 14 Future Volume (vph) 0 1191 4 15 534 0 1 0 13 141 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 0.95 0.95 1.00 0.95 0.95 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.87 1.00 1.00 0.85 Flt Protected 1.00 1.00 1.00 0.95 0.96 1.00 Satd. Flow (prot) 3537 3534 1622 1681 1704 1583 Flt Permitted 1.00 0.88 1.00 0.95 0.96 1.00 Satd. Flow (perm) 3537 3127 1622 1681 1704 1583 Peak -hour factor, PHF 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Adj. Flow (vph) 0 1338 4 17 600 0 1 0 15 158 21 156 RTOR Reduction (vph) 0 0 0 0 0 0 0 16 0 0 0 143 Lane Group Flow (vph) 0 1342 0 0 617 0 0 0 0 88 91 13 Confl. Peds. (#/hr) 6 6 6 6 Confl. Bikes (#/hr) 3 3 This submittal needs to be schebu led bra public hearing In aaord ana with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decla on. Turn Type NA Perm NA Split NA Split NA Perm Protected Phases 6 2 4 4 3 3 Permitted Phases 2 3 Actuated Green, G (s) 124.4 124.4 4.2 13.4 13.4 13.4 Effective Green, g (s) 124.4 124.4 4.2 13.4 13.4 13.4 Actuated g/C Ratio 0.78 0.78 0.03 0.08 0.08 0.08 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 1.0 1.0 2.5 2.5 2.5 2.5 Lane Grp Cap (vph) 2750 2431 42 140 142 132 v/s Ratio Prot c0.38 c0.00 0.05 c0.05 v/s Ratio Perm 0.20 0.01 v/c Ratio 0.49 0.25 0.01 0.63 0.64 0.10 Uniform Delay, d1 6.4 4.9 75.9 70.9 71.0 67.7 Progression Factor 1.00 1.18 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.6 0.2 0.1 7.4 8.4 0.2 Delay (s) 7.0 6.1 75.9 78.3 79.4 68.0 Level of Service A A E E E E Approach Delay (s) 7.0 6.1 75.9 73.8 Approach LOS A A E E Intersection Summary HCM 2000 Control Delay 16.9 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.49 Actuated Cycle Length (s) 160.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 54.1% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPTO1043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn Lanes, Volumes, Timings 9: NW 6th Avenue & NW 54th Street Futur I Lane Group EBL EBT WBT WBR NBT Lane Configurations 4 i + r* Traffic Volume (vph) 437 899 547 163 36 Future Volume (vph) 437 899 547 163 36 Turn Type pm+pt NA NA Perm NA Protected Phases 1 6 2 4 Permitted Phases 6 2 Detector Phase 1 6 2 2 4 Switch Phase Minimum Initial (s) 5.0 16.0 16.0 16.0 7.0 Minimum Split (s) 11.0 26.0 26.0 26.0 31.0 Total Split (s) 19.0 103.0 84.0 84.0 57.0 Total Split (%) 11.9% 64.4% 52.5% 52.5% 35.6% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Recall Mode None C-Max C-Max C-Max None Intersection Summary This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 160 Actuated Cycle Length: 160 Offset: 130 (81%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 100 Control Type: Actuated -Coordinated Splits and Phases: 9: NW 6th Avenue & NW 54th Street 1 I )4 02 (R) 19s 84s-11"0 4 s (P.) 6 103s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn HCM Signalized Intersection Capacity Analysis 9: NW 6th Avenue & NW 54th Street Futur c 1- ak. IN t P Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations 4T4 4+ r* 43, Traffic Volume (vph) 437 899 9 0 547 163 3 36 10 Future Volume (vph) 437 899 9 0 547 163 3 36 10 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.0 6.0 Lane Util. Factor 0.95 0.95 1.00 1.00 Frpb, ped/bikes 1.00 1.00 0.98 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 0.97 Flt Protected 0.98 1.00 1.00 1.00 Satd. Flow (prot) 3472 3539 1544 1805 Flt Permitted 0.63 1.00 1.00 1.00 Satd. Flow (perm) 2241 3539 1544 1805 Peak -hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 475 977 10 0 595 177 3 39 11 0 0 0 RTOR Reduction (vph) 0 0 0 0 0 14 0 9 0 0 0 0 Lane Group Flow (vph) 0 1462 0 0 595 163 0 44 0 0 0 0 Confl. Peds. (#/hr) 5 6 6 5 Confl. Bikes (#/hr) 2 4 Turn Type pm+pt NA NA Perm Perm NA Protected Phases 1 6 2 4 Permitted Phases 6 2 2 4 Actuated Green, G (s) 140.2 140.2 140.2 7.8 Effective Green, g (s) 140.2 140.2 140.2 7.8 Actuated g/C Ratio 0.88 0.88 0.88 0.05 Clearance Time (s) 6.0 6.0 6.0 6.0 Vehicle Extension (s) 1.0 1.0 1.0 2.5 Lane Grp Cap (vph) 1963 3101 1352 87 v/s Ratio Prot 0.17 v/s Ratio Perm c0.65 0.11 0.02 v/c Ratio 0.74 0.19 0.12 0.51 Uniform Delay, d1 3.5 1.5 1.4 74.2 Progression Factor 1.33 2.67 4.33 1.00 Incremental Delay, d2 1.2 0.1 0.2 3.7 Delay (s) 5.9 4.1 6.1 78.0 Level of Service A A A E Approach Delay (s) 5.9 4.5 78.0 0.0 Approach LOS A A E A Intersection Summary This submittal needs to be schebu led bra public hearing In aaord ana with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decla on. 1900 1900 HCM 2000 Control Delay 7.1 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.76 Actuated Cycle Length (s) 160.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 75.3% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPTO1043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn 4 PURL/ Lanes, Volumes, Timings 10: NW 2nd Avenue & NW 54th Street Futur G 0 Ate Q. Lane Group Lane Configurations Traffic Volume (vph) Future Volume (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode Intersection Summary 4- t EBL EBT WBL WBT NBL NBT NBR SBL SBT t t 19 + r* 19 + 95 763 68 490 45 211 103 25 219 7 95 763 68 490 45 211 103 25 219 70 Perm NA Perm NA Perm NA Perm Perm NA Perm 6 2 4 8 6 2 4 4 8 8 NOTICE Ibis submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body will resiew the information at the pubec hearing to render a recommended on or a final decla on. 6 6 2 2 4 4 4 8 8 8 7.0 29.4 100.0 62.5% 4.4 2.0 0.0 6.4 7.0 29.4 100.0 62.5% 4.4 2.0 0.0 6.4 7.0 29.4 100.0 62.5% 4.4 2.0 0.0 6.4 7.0 29.4 100.0 62.5% 4.4 2.0 0.0 6.4 7.0 30.0 60.0 37.5% 4.0 2.0 0.0 6.0 7.0 30.0 60.0 37.5% 4.0 2.0 0.0 6.0 7.0 30.0 60.0 37.5% 4.0 2.0 0.0 6.0 7.0 30.0 60.0 37.5% 4.0 2.0 0.0 6.0 7.0 30.0 60.0 37.5% 4.0 2.0 0.0 6.0 7.0 30.0 60.0 37.5% 4.0 2.0 0.0 6.0 C-Max C-Max C-Max C-Max None None None None None None 44, 4'4-VI EW CO' PZ-21-10809 12/16/21 Cycle Length: 160 Actuated Cycle Length: 160 Offset: 6 (4%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 60 Control Type: Actuated -Coordinated Splits and Phases: 10: NW 2nd Avenue & NW 54th Street 01 411- 02 (R} 100s 71IC T . OE: 06(R) 100s I K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn HCM 6th Signalized Intersection Summary 10: NW 2nd Avenue & NW 54th Street A Futur Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations 19 4 19 44) r* Traffic Volume (veh/h) 95 763 52 68 490 41 45 211 103 2 Future Volume (veh/h) 95 763 52 68 490 41 45 211 103 25 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.97 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 100 803 55 72 516 43 47 222 108 26 231 74 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap,veh/h 667 2480 170 515 2441 203 114 337 278 118 337 278 Arrive On Green 0.99 0.99 0.99 0.99 0.99 0.99 0.18 0.18 0.18 0.18 0.18 0.18 Sat Flow, veh/h 842 3347 229 638 3294 274 1063 1856 1533 1039 1856 1531 Grp Volume(v), veh/h 100 423 435 72 275 284 47 222 108 26 231 74 Grp Sat Flow(s),veh/h/In 842 1763 1813 638 1763 1805 1063 1856 1533 1039 1856 1531 Q Serve(g_s), s 0.4 0.8 0.8 0.4 0.5 0.5 6.9 17.8 9.9 3.8 18.6 6.7 Cycle Q Clear(g_c), s 0.9 0.8 0.8 1.3 0.5 0.5 25.5 17.8 9.9 21.6 18.6 6.7 Prop In Lane 1.00 0.13 1.00 0.15 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 667 1306 1344 515 1306 1338 114 337 278 118 337 278 V/C Ratio(X) 0.15 0.32 0.32 0.14 0.21 0.21 0.41 0.66 0.39 0.22 0.69 0.27 Avail Cap(c_a), veh/h 667 1306 1344 515 1306 1338 280 626 517 280 626 517 HCM Platoon Ratio 1.33 1.33 1.33 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.61 0.61 0.61 0.90 0.90 0.90 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 0.3 0.3 0.3 0.3 0.3 0.3 73.2 60.9 57.7 70.9 61.2 56.3 Incr Delay (d2), s/veh 0.3 0.4 0.4 0.5 0.3 0.3 1.8 1.6 0.7 0.7 1.8 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 0.1 0.4 0.4 0.1 0.3 0.3 2.0 8.6 3.9 1.0 9.0 2.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.6 0.7 0.7 0.8 0.6 0.6 74.9 62.5 58.3 71.6 63.1 56.7 LnGrp LOS A A A A A A E E E E E E Approach Vol, veh/h 958 631 377 331 Approach Delay, s/veh 0.7 0.7 62.9 62.3 Approach LOS A A E E This submittal needs to be schebu led bra public hearing In accordance with Idmellnes set forth in the City of Nam Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratl on or a final decla on. Timer - Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s Intersection Summary 125.0 35.0 125.0 35.0 6.4 6.0 6.4 6.0 93.6 54.0 93.6 54.0 3.3 27.5 2.9 23.6 1.6 1.5 2.3 1.4 HCM 6th Ctrl Delay HCM 6th LOS 19.8 B K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn Lanes, Volumes, Timings 11: North Miami Avenue & NW 54th Street/NE 54th Street Futur t Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations 19 4 i 19 4 i 19 4 i 19 4 i Traffic Volume (vph) 195 615 143 353 83 366 68 654 Future Volume (vph) 195 615 143 353 83 366 68 654 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 3 8 7 4 1 6 5 2 Permitted Phases 8 4 6 2 Detector Phase 3 8 7 4 1 6 5 2 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 7.0 5.0 7.0 Minimum Split (s) 11.4 32.4 11.4 32.4 11.4 33.4 11.4 33.4 Total Split (s) 18.0 62.0 18.0 62.0 18.0 62.0 18.0 62.0 Total Split (%) 11.3% 38.8% 11.3% 38.8% 11.3% 38.8% 11.3% 38.8% Yellow Time (s) 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.4 6.4 6.4 6.4 6.4 6.4 6.4 6.4 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None C-Max None C-Max Intersection Summary This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appll®de decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 160 Actuated Cycle Length: 160 Offset: 36 (23%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 90 Control Type: Actuated -Coordinated Splits and Phases: 11: North Miami Avenue & NW 54th Street/NE 54th Street l 01 02 4R? 03 04 18s 62s if 1i8s 62s \111.05 106 4R) 07 -0'38 i8s 62s 7 I1.6s 62s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn HCM 6th Signalized Intersection Summary 11: North Miami Avenue & NW 54th Street/NE 54th Street c Futur Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations 19 f 19 19 Traffic Volume (veh/h) 195 615 67 143 353 29 83 366 88 6 Future Volume (veh/h) 195 615 67 143 353 29 83 366 88 68 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 210 661 72 154 380 31 89 394 95 73 703 128 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap,veh/h 304 755 82 199 777 63 358 1403 335 499 1468 267 Arrive On Green 0.07 0.24 0.24 0.07 0.24 0.24 0.05 0.66 0.66 0.04 0.66 0.66 Sat Flow, veh/h 1767 3202 348 1767 3299 268 1767 2814 671 1767 2971 541 Grp Volume(v), veh/h 210 363 370 154 202 209 89 245 244 73 417 414 Grp Sat Flow(s),veh/h/In 1767 1763 1788 1767 1763 1804 1767 1763 1723 1767 1763 1748 Q Serve(g_s), s 11.6 31.8 31.9 10.6 15.8 16.0 4.0 9.2 9.4 3.3 18.9 19.0 Cycle Q Clear(g_c), s 11.6 31.8 31.9 10.6 15.8 16.0 4.0 9.2 9.4 3.3 18.9 19.0 Prop In Lane 1.00 0.19 1.00 0.15 1.00 0.39 1.00 0.31 Lane Grp Cap(c), veh/h 304 415 421 199 415 425 358 879 859 499 871 864 V/C Ratio(X) 0.69 0.87 0.88 0.77 0.49 0.49 0.25 0.28 0.28 0.15 0.48 0.48 Avail Cap(c_a), veh/h 304 613 621 199 613 627 419 879 859 569 871 864 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 0.95 0.95 0.95 0.91 0.91 0.91 0.99 0.99 0.99 1.00 1.00 1.00 Uniform Delay (d), s/veh 47.9 58.9 58.9 45.9 52.8 52.9 19.5 15.1 15.1 18.7 17.1 17.1 Incr Delay (d2), s/veh 5.2 8.0 8.1 14.2 0.6 0.6 0.1 0.8 0.8 0.0 1.9 1.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 2.7 15.1 15.4 5.5 7.2 7.4 1.7 3.7 3.7 1.4 7.4 7.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 53.1 66.9 67.0 60.1 53.4 53.5 19.6 15.8 15.9 18.7 19.0 19.0 LnGrp LOS DEEEDDBBBBBB Approach Vol, veh/h 943 565 578 904 Approach Delay, s/veh 63.9 55.2 16.5 19.0 Approach LOS E E B B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Tills submittal needs b be scheduled for a public hearing In accordance with amerines set forth in the City of Miami Code. The applicade decision -making body will reWew the information at the public hearing to render a recommendation or a final decision. Phs Duration (G+Y+Rc), s 12.4 85.5 18.0 44.1 11.7 86.2 18.0 44.1 Change Period (Y+Rc), s 6.4 6.4 6.4 6.4 6.4 6.4 6.4 6.4 Max Green Setting (Gmax), s 11.6 55.6 11.6 55.6 11.6 55.6 11.6 55.6 Max Q Clear Time (g_c+I1), s 6.0 21.0 13.6 18.0 5.3 11.4 12.6 33.9 Green Ext Time (p_c), s 0.0 2.0 0.0 2.1 0.0 1.1 0.0 3.9 Intersection Summary HCM 6th Ctrl Delay HCM 6th LOS 39.5 K:1FTL_TPTO1043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn Lanes, Volumes, Timings 12: NE 2nd Avenue & NE 54th Street Futur t Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations 19 4 i 19 4 i " i "ri Traffic Volume (vph) 80 505 84 305 87 486 125 656 Future Volume (vph) 80 505 84 305 87 486 125 656 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 8 4 6 2 Permitted Phases 8 4 6 2 Detector Phase 8 8 4 4 6 6 2 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 29.0 29.0 29.0 29.0 31.0 31.0 31.0 31.0 Total Split (s) 45.0 45.0 45.0 45.0 75.0 75.0 75.0 75.0 Total Split (%) 37.5% 37.5% 37.5% 37.5% 62.5% 62.5% 62.5% 62.5% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead -Lag Optimize? Recall Mode None None None None C-Max C-Max C-Max C-Max Intersection Summary This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 120 Actuated Cycle Length: 120 Offset: 64 (53%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 65 Control Type: Actuated -Coordinated Splits and Phases: 12: NE 2nd Avenue & NE 54th Street IF 2(R) 1- 04 75s 45s } 75s # 45s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn HCM 6th Signalized Intersection Summary 12: NE 2nd Avenue & NE 54th Street A Futur Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations 19 f 19 1 Traffic Volume (veh/h) 80 505 100 84 305 54 87 486 110 12 Future Volume (veh/h) 80 505 100 84 305 54 87 486 110 125 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 81 510 101 85 308 55 88 491 111 126 663 102 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap,veh/h 260 826 163 164 843 149 370 901 204 472 968 149 Arrive On Green 0.28 0.28 0.28 0.28 0.28 0.28 0.82 0.82 0.82 0.82 0.82 0.82 Sat Flow, veh/h 1007 2930 577 803 2990 527 696 1458 330 810 1566 241 Grp Volume(v), veh/h 81 306 305 85 180 183 88 0 602 126 0 765 Grp Sat Flow(s),veh/h/In 1007 1763 1744 803 1763 1754 696 0 1788 810 0 1807 Q Serve(g_s), s 8.4 18.1 18.3 12.4 9.8 10.0 7.4 0.0 13.0 7.6 0.0 20.7 Cycle Q Clear(g_c), s 18.5 18.1 18.3 30.6 9.8 10.0 28.2 0.0 13.0 20.6 0.0 20.7 Prop In Lane 1.00 0.33 1.00 0.30 1.00 0.18 1.00 0.13 Lane Grp Cap(c), veh/h 260 497 492 164 497 495 370 0 1105 472 0 1116 V/C Ratio(X) 0.31 0.62 0.62 0.52 0.36 0.37 0.24 0.00 0.54 0.27 0.00 0.69 Avail Cap(c_a), veh/h 303 573 567 199 573 570 370 0 1105 472 0 1116 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 0.54 0.54 0.54 1.00 1.00 1.00 0.76 0.00 0.76 1.00 0.00 1.00 Uniform Delay (d), s/veh 41.9 37.4 37.5 50.8 34.4 34.5 11.7 0.0 5.2 8.6 0.0 5.9 Incr Delay (d2), s/veh 0.3 0.7 0.7 1.9 0.3 0.3 1.1 0.0 1.5 1.4 0.0 3.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 2.1 7.9 7.9 2.6 4.3 4.3 1.1 0.0 3.7 1.3 0.0 5.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 42.2 38.1 38.2 52.7 34.8 34.9 12.8 0.0 6.7 9.9 0.0 9.4 LnGrp LOS DDDDCCB A A A A A Approach Vol, veh/h 692 448 690 891 Approach Delay, s/veh 38.6 38.2 7.5 9.4 Approach LOS D D A A This submittal needs to be schebu led bra public hearing In aaord ana with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decla on. Timer - Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s Intersection Summary 80.2 39.8 80.2 39.8 6.0 6.0 6.0 6.0 69.0 39.0 69.0 39.0 22.7 32.6 30.2 20.5 2.5 1.2 1.9 3.3 HCM 6th Ctrl Delay 21.1 HCM 6th LOS C K:1FTL_TPTO1043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn PURL/ HCM 6th TWSC 13: NE 3rd Avenue & NE 54th Street Futur Intersection Int Delay, s/veh Movement 2.1 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4' Traffic Vol, veh/h 41 672 30 25 367 10 45 0 51 17 1 39 Future Vol, veh/h 41 672 30 25 367 10 45 0 51 17 1 39 Conflicting Peds, #/hr 5 0 5 5 0 5 0 0 3 3 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - - None - - None - - None Storage Length Veh in Median Storage, # 0 0 0 0 Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3 Mvmt Flow 44 723 32 27 395 11 48 0 55 18 1 42 Major/Minor Majorl Major2 Minorl Minor2 NOTICE This submittal needs to be scheduled fora puboc hearing In accortlancewhh timelines set forth in the City of Kam Code. The applira tie tlecision-mahing bodywlll relew the information at the public hearing to render a recommendation or a final tlecid on. PZ-21-10809 12/16/21 !EW GO�� Conflicting Flow All 411 0 0 760 0 0 1084 1297 386 913 1308 208 Stage 1 - 832 832 460 460 Stage 2 - 252 465 453 848 Critical Hdwy 4.16 - 4.16 - 5 5 5 5 5 5 Critical Hdwy Stg 1 5 5 5 5 Critical Hdwy Stg 2 5 5 5 5 Follow-up Hdwy 2.23 - 2.23 - 3 3 3 3 3 3 Pot Cap-1 Maneuver 1137 - 841 - 404 324 821 482 320 979 Stage 1 - 524 524 - 763 763 Stage 2 938 759 768 515 Platoon blocked, % Mov Cap-1 Maneuver 1132 - 837 - 352 287 815 410 283 974 Mov Cap-2 Maneuver - - 352 287 - 410 283 Stage 1 - 487 486 - 709 727 Stage 2 - 859 723 - 666 478 Approach EB WB NB SB HCM Control Delay, s 0.6 0.8 14 10.9 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 504 1132 - - 837 - - 670 HCM Lane V/C Ratio 0.205 0.039 - 0.032 - - 0.091 HCM Control Delay (s) 14 8.3 0.2 - 9.4 0.2 - 10.9 HCM Lane LOS B A A - A A - B HCM 95th %tile Q(veh) 0.8 0.1 - 0.1 - - 0.3 K:1FTL_TPT01043752001-Sabal Palm Villagelcalcs\Synchro\Future Background.syn Lanes, Volumes, Timings 14: Federal Highway & NE 54th Street Futur 4- I Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations 4144 19 + r* 1 Traffic Volume (vph) 54 508 87 232 101 190 140 68 341 Future Volume (vph) 54 508 87 232 101 190 140 68 341 Turn Type Perm NA pm+pt NA pm+pt NA pm+ov Perm NA Protected Phases 6 5 2 7 4 5 8 Permitted Phases 6 2 4 4 8 Detector Phase 6 6 5 2 7 4 5 8 8 Switch Phase Minimum Initial (s) 7.0 7.0 5.0 7.0 5.0 7.0 5.0 7.0 7.0 Minimum Split (s) 28.0 28.0 11.0 28.0 11.0 32.0 11.0 32.0 32.0 Total Split (s) 54.0 54.0 16.0 70.0 16.0 50.0 16.0 34.0 34.0 Total Split (%) 45.0% 45.0% 13.3% 58.3% 13.3% 41.7% 13.3% 28.3% 28.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 3.0 2.0 3.0 3.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 7.0 6.0 7.0 7.0 Lead/Lag Lag Lag Lead Lead Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Recall Mode C-Max C-Max None C-Max None None None None None Intersection Summary This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 120 Actuated Cycle Length: 120 Offset: 79 (66%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 85 Control Type: Actuated -Coordinated Splits and Phases: 14: Federal Highway & NE 54th Street 02 (R) 70s T 5us f 5 lD7 • v 06(R) 16s 54s 1 16s Jos K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn HCM Signalized Intersection Capacity Analysis 14: Federal Highway & NE 54th Street Futur c Ak. t P Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations 4 i 4T4 19 + r* Traffic Volume (vph) 54 508 182 87 232 28 101 190 140 6 Future Volume (vph) 54 508 182 87 232 28 101 190 140 68 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.0 7.0 6.0 7.0 7.0 Lane Util. Factor 0.91 0.95 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 0.99 1.00 1.00 1.00 0.98 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99 1.00 Frt 0.96 0.99 1.00 1.00 0.85 1.00 0.98 Flt Protected 1.00 0.99 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 4834 3442 1770 1863 1553 1758 1820 Flt Permitted 0.87 0.59 0.12 1.00 1.00 0.63 1.00 Satd. Flow (perm) 4211 2069 220 1863 1553 1163 1820 Peak -hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 59 552 198 95 252 30 110 207 152 74 371 59 RTOR Reduction (vph) 0 45 0 0 5 0 0 0 91 0 5 0 Lane Group Flow (vph) 0 764 0 0 372 0 110 207 61 74 425 0 Confl. Peds. (#/hr) 5 6 6 5 3 6 6 3 Confl. Bikes (#/hr) 1 2 1 Turn Type Perm NA pm+pt NA pm+pt NA pm+ov Perm NA Protected Phases 6 5 2 7 4 5 8 Permitted Phases 6 2 4 4 8 Actuated Green, G (s) 53.0 64.0 43.0 43.0 48.0 27.8 27.8 Effective Green, g (s) 53.0 64.0 43.0 43.0 48.0 27.8 27.8 Actuated g/C Ratio 0.44 0.53 0.36 0.36 0.40 0.23 0.23 Clearance Time (s) 6.0 6.0 6.0 7.0 6.0 7.0 7.0 Vehicle Extension (s) 1.0 1.0 2.0 2.5 2.0 2.5 2.5 Lane Grp Cap (vph) 1859 1160 197 667 621 269 421 v/s Ratio Prot c0.01 c0.04 0.11 0.00 c0.23 v/s Ratio Perm c0.18 0.16 0.16 0.04 0.06 v/c Ratio 0.41 0.32 0.56 0.31 0.10 0.28 1.01 Uniform Delay, d1 22.9 15.8 29.9 27.8 22.5 37.8 46.1 Progression Factor 1.40 1.13 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.6 0.1 1.9 0.2 0.0 0.4 46.5 Delay (s) 32.5 17.9 31.8 28.0 22.5 38.2 92.6 Level of Service C B CCCD F Approach Delay (s) 32.5 17.9 27.1 84.6 Approach LOS C B C F Intersection Summary This submittal needs to be schebu led bra public hearing In aaord ana with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decia on. 1900 HCM 2000 Control Delay 40.9 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.60 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 25.0 Intersection Capacity Utilization 84.4% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPTO1043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn Lanes, Volumes, Timings 15: Biscayne Boulevard & NE 54th Street Futur t Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations 19 r* r* Traffic Volume (vph) 363 307 134 1079 1780 217 Future Volume (vph) 363 307 134 1079 1780 217 Turn Type Prot pm+ov pm+pt NA NA Perm Protected Phases 8 1 1 6 2 Permitted Phases 8 6 2 Detector Phase 8 1 1 6 2 2 Switch Phase Minimum Initial (s) 7.0 5.0 5.0 7.0 7.0 7.0 Minimum Split (s) 34.4 11.0 11.0 29.0 29.0 29.0 Total Split (s) 33.0 16.0 16.0 87.0 71.0 71.0 Total Split (%) 27.5% 13.3% 13.3% 72.5% 59.2% 59.2% Yellow Time (s) 4.4 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 3.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.4 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode None None None C-Max C-Max C-Max Intersection Summary This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 120 Actuated Cycle Length: 120 Offset: 85 (71%), Referenced to phase 2:SBT and 6:NBTL, Start of Green Natural Cycle: 110 Control Type: Actuated -Coordinated Splits and Phases: 15: Biscayne Boulevard & NE 54th Street ti 01 • 02 08 16 s} 71 s 106 (R) V 87 s 33 s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn HCM 6th Signalized Intersection Summary 15: Biscayne Boulevard & NE 54th Street Futur t Movement EBL EBR NBL NBT SBT SBR Lane Configurations vivi r* vi ++ ++ r* Traffic Volume (veh/h) 363 307 134 1079 1780 217 Future Volume (veh/h) 363 307 134 1079 1780 217 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/In 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 374 316 138 1112 1835 224 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 3 3 3 3 3 3 Cap,veh/h 708 401 172 2403 2058 893 Arrive On Green 0.21 0.21 0.10 1.00 0.58 0.58 Sat Flow, veh/h 3428 1572 1767 3618 3618 1531 This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Grp Volume(v), veh/h 374 316 138 1112 1835 224 Grp Sat Flow(s),veh/h/In 1714 1572 1767 1763 1763 1531 Q Serve(g_s), s 11.7 22.5 3.7 0.0 54.2 8.6 Cycle Q Clear(g_c), s 11.7 22.5 3.7 0.0 54.2 8.6 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 708 401 172 2403 2058 893 V/C Ratio(X) 0.53 0.79 0.80 0.46 0.89 0.25 Avail Cap(c_a), veh/h 731 411 234 2403 2058 893 HCM Platoon Ratio 1.00 1.00 2.00 2.00 1.00 1.00 Upstream Filter(I) 0.93 0.93 0.88 0.88 1.00 1.00 Uniform Delay (d), s/veh 42.4 41.7 26.7 0.0 21.7 12.2 Incr Delay (d2), s/veh 0.5 8.7 8.5 0.6 6.4 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 5.0 9.6 2.7 0.2 22.8 3.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 42.9 50.5 35.2 0.6 28.1 12.9 LnGrp LOS D D D A C B Approach Vol, veh/h 690 1250 2059 Approach Delay, s/veh 46.3 4.4 26.4 Approach LOS D A C Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 11.8 76.0 87.8 32.2 Change Period (Y+Rc), s 6.0 6.0 6.0 7.4 Max Green Setting (Gmax), s 10.0 65.0 81.0 25.6 Max Q Clear Time (g_c+I1), s 5.7 56.2 2.0 24.5 Green Ext Time (p_c), s 0.1 4.6 3.6 0.3 Intersection Summary HCM 6th Ctrl Delay 23.0 HCM 6th LOS C Notes User approved pedestrian interval to be less than phase max green. K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn Lanes, Volumes, Timings 16: NE 2nd Avenue & NE 51st Street (N) Futur Lane Group WBL WBR NBT SBL SBT 01 03 06 Lane Configurations vi r* 19 + Traffic Volume (vph) 41 50 617 22 738 Future Volume (vph) 41 50 617 22 738 Turn Type Prot pm+ov NA pm+pt NA Protected Phases 4 5 3 6 5 2 1 3 6 Permitted Phases 4 2 Detector Phase 4 5 3 6 5 2 Switch Phase Minimum Initial (s) 7.0 5.0 5.0 14.0 5.0 7.0 14.0 Minimum Split (s) 25.0 10.7 10.7 33.0 10.7 25.0 33.0 Total Split (s) 30.0 15.0 15.0 50.0 15.0 25.0 50.0 Total Split (%) 25.0% 12.5% 12.5% 41.7% 13% 21% 42% Yellow Time (s) 4.0 3.7 3.7 4.0 3.7 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 5.7 5.7 6.0 Lead/Lag Lag Lead Lead Lag Lead Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None C-Max None None C-Max Intersection Summary This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 120 Actuated Cycle Length: 120 Offset: 87 (73%), Referenced to phase 2:SBTL and 6:NBT, Start of Yellow Natural Cycle: 115 Control Type: Actuated -Coordinated Splits and Phases: 16: NE 2nd Avenue & NE 51st Street (N ti01 Jf i 7021 xYl f 03 c • 04 15s _ 5Os 25s 30s Ii =16 05 416 422 t 11'06 CR) 15 s 50 s `'' 5a K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn HCM Signalized Intersection Capacity Analysis 16: NE 2nd Avenue & NE 51st Street (N) Futur Movement WBL WBR NBT NBR SBL SBT Lane Configurations r* 19 + Traffic Volume (vph) 41 50 617 24 22 738 Future Volume (vph) 41 50 617 24 22 738 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 5.7 6.0 5.7 6.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 0.97 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 0.99 1.00 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1770 1531 1850 1770 1863 Flt Permitted 0.95 1.00 1.00 0.20 1.00 Satd. Flow (perm) 1770 1531 1850 373 1863 This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Peak -hour factor, PHF 0.88 0.88 0.88 0.88 0.88 0.88 Adj. Flow (vph) 47 57 701 27 25 839 RTOR Reduction (vph) 0 43 1 0 0 0 Lane Group Flow (vph) 47 14 727 0 25 839 Confl. Peds. (#/hr) 6 6 6 Confl. Bikes (#/hr) 9 Turn Type Prot pm+ov NA pm+pt NA Protected Phases 4 5 3 6 5 2 Permitted Phases 4 2 Actuated Green, G (s) 25.4 29.9 72.4 58.2 53.7 Effective Green, g (s) 25.4 29.9 72.4 58.2 53.7 Actuated g/C Ratio 0.21 0.25 0.60 0.49 0.45 Clearance Time (s) 6.0 5.7 5.7 6.0 Vehicle Extension (s) 2.5 2.0 2.0 1.0 Lane Grp Cap (vph) 374 381 1116 233 833 v/s Ratio Prot c0.03 0.00 c0.39 c0.00 c0.45 v/s Ratio Perm 0.01 0.05 v/c Ratio 0.13 0.04 0.65 0.11 1.01 Uniform Delay, d1 38.3 34.1 15.6 19.1 33.1 Progression Factor 1.00 1.00 0.09 0.81 0.93 Incremental Delay, d2 0.1 0.0 0.9 0.1 29.4 Delay (s) 38.4 34.2 2.3 15.5 60.1 Level of Service D C A B E Approach Delay (s) 36.1 2.3 58.9 Approach LOS D A E Intersection Summary HCM 2000 Control Delay 33.2 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.70 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 23.7 Intersection Capacity Utilization 56.5% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn Lanes, Volumes, Timings 22: NE 2nd Avenue & NE 51st Street (S) Futur -v1\ t 4,I Lane Group EBL EBR NBL NBT SBT SBR 02 04 05 Lane Configurations vir 'Pit I, r* Traffic Volume (vph) 44 34 29 572 779 62 Future Volume (vph) 44 34 29 572 779 62 Turn Type Prot pm+ov pm+pt NA NA Perm Protected Phases 3 1 1 6 4 2 2 4 5 Permitted Phases 3 6 4 2 Detector Phase 3 1 1 6 4 2 4 2 Switch Phase Minimum Initial (s) 7.0 5.0 5.0 14.0 14.0 7.0 5.0 Minimum Split (s) 25.0 10.7 10.7 33.0 33.0 25.0 10.7 Total Split (s) 25.0 15.0 15.0 50.0 50.0 30.0 15.0 Total Split (%) 20.8% 12.5% 12.5% 41.7% 42% 25% 13% Yellow Time (s) 4.0 3.7 3.7 4.0 4.0 4.0 3.7 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 5.7 5.7 6.0 Lead/Lag Lead Lead Lead Lag Lag Lag Lead Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None C-Max C-Max None None Intersection Summary This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 120 Actuated Cycle Length: 120 Offset: 87 (73%), Referenced to phase 2:SBTL and 6:NBT, Start of Yellow Natural Cycle: 115 Control Type: Actuated -Coordinated Splits and Phases: 22: NE 2nd Avenue & NE 51st Street (S ti 01 Jf i 702 1 iYl 03 • 04 15s _ 50s 25s 30s Ii =16 05 416 422 t 11'06 CR) 15s 50s Pi K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn HCM Signalized Intersection Capacity Analysis 22: NE 2nd Avenue & NE 51st Street (S) Futur t Movement EBL EBR NBL NBT SBT SBR Lane Configurations 1 19 + 1 Traffic Volume (vph) 44 34 29 572 779 62 Future Volume (vph) 44 34 29 572 779 62 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 5.7 5.7 6.0 6.0 6.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.97 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 1.00 0.85 Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00 Satd. Flow (prot) 1770 1583 1770 1863 1863 1544 Flt Permitted 0.95 1.00 0.13 1.00 1.00 1.00 Satd. Flow (perm) 1770 1583 233 1863 1863 1544 This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Peak -hour factor, PHF 0.88 0.88 0.88 0.88 0.88 0.88 Adj. Flow (vph) 50 39 33 650 885 70 RTOR Reduction (vph) 0 33 0 0 0 3 Lane Group Flow (vph) 50 6 33 650 885 67 Confl. Peds. (#/hr) 6 6 6 Confl. Bikes (#/hr) 6 Turn Type Prot pm+ov pm+pt NA NA Perm Protected Phases 3 1 1 6 4 2 Permitted Phases 3 6 4 2 Actuated Green, G (s) 12.4 17.2 58.8 54.0 79.1 79.1 Effective Green, g (s) 12.4 17.2 58.8 54.0 79.1 79.1 Actuated g/C Ratio 0.10 0.14 0.49 0.45 0.66 0.66 Clearance Time (s) 6.0 5.7 5.7 6.0 Vehicle Extension (s) 2.5 2.0 2.0 1.0 Lane Grp Cap (vph) 182 226 175 838 1228 1017 v/s Ratio Prot c0.03 0.00 c0.01 c0.35 c0.48 v/s Ratio Perm 0.00 0.08 0.04 v/c Ratio 0.27 0.02 0.19 0.78 0.72 0.07 Uniform Delay, d1 49.7 44.2 20.9 27.9 13.3 7.3 Progression Factor 1.00 1.00 1.00 1.00 0.89 0.35 Incremental Delay, d2 0.6 0.0 0.2 6.9 0.9 0.0 Delay (s) 50.2 44.2 21.1 34.8 12.7 2.5 Level of Service DDCCB A Approach Delay (s) 47.6 34.2 11.9 Approach LOS D C B Intersection Summary HCM 2000 Control Delay 22.6 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.67 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 23.7 Intersection Capacity Utilization 56.8% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn Lanes, Volumes, Timings 17: Biscayne Boulevard & NE 50th Terrace Futur I Lane Group WBL NBT SBL SBT Lane Configurations 14" i ++ Traffic Volume (vph) 86 1225 37 2019 Future Volume (vph) 86 1225 37 2019 Turn Type Perm NA Perm NA Protected Phases 6 2 Permitted Phases 4 2 Detector Phase 4 6 2 2 Switch Phase Minimum Initial (s) 7.0 14.0 14.0 14.0 Minimum Split (s) 35.0 20.0 20.0 20.0 Total Split (s) 31.0 89.0 89.0 89.0 Total Split (%) 25.8% 74.2% 74.2% 74.2% Yellow Time (s) 4.0 4.0 4.0 4.0 All -Red Time (s) 3.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 6.0 6.0 6.0 Lead/Lag Lead -Lag Optimize? Recall Mode None C-Max C-Max C-Max Intersection Summary This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 120 Actuated Cycle Length: 120 Offset: 106 (88%), Referenced to phase 2:SBTL and 6:NBT, Start of Green Natural Cycle: 90 Control Type: Actuated -Coordinated Splits and Phases: 17: Biscayne Boulevard & NE 50th Terrace F T 02 4R) r s 39s 3is IF1 } 06 (R) 39 s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn HCM Signalized Intersection Capacity Analysis 17: Biscayne Boulevard & NE 50th Terrace Futur Movement WBL WBR NBT NBR SBL SBT Lane Configurations V 144 19 ++ Traffic Volume (vph) 86 17 1225 55 37 2019 Future Volume (vph) 86 17 1225 55 37 2019 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time (s) 7.0 6.0 6.0 6.0 Lane Util. Factor 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 Frt 0.98 0.99 1.00 1.00 Flt Protected 0.96 1.00 0.95 1.00 Satd. Flow (prot) 1742 3512 1769 3539 Flt Permitted 0.96 1.00 0.19 1.00 Satd. Flow (perm) 1742 3512 348 3539 This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Peak -hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 89 18 1263 57 38 2081 RTOR Reduction (vph) 7 0 2 0 0 0 Lane Group Flow (vph) 100 0 1318 0 38 2081 Confl. Peds. (#/hr) 1 1 5 5 Confl. Bikes (#/hr) 6 Turn Type Perm NA Perm NA Protected Phases 6 2 Permitted Phases 4 2 Actuated Green, G (s) 11.8 95.2 95.2 95.2 Effective Green, g (s) 11.8 95.2 95.2 95.2 Actuated g/C Ratio 0.10 0.79 0.79 0.79 Clearance Time (s) 7.0 6.0 6.0 6.0 Vehicle Extension (s) 2.5 1.0 1.0 1.0 Lane Grp Cap (vph) 171 2786 276 2807 v/s Ratio Prot 0.38 c0.59 v/s Ratio Perm c0.06 0.11 v/c Ratio 0.58 0.47 0.14 0.74 Uniform Delay, d1 51.7 4.1 2.9 6.2 Progression Factor 1.00 1.00 0.52 0.39 Incremental Delay, d2 4.2 0.6 0.6 1.0 Delay (s) 55.9 4.7 2.1 3.4 Level of Service E A A A Approach Delay (s) 55.9 4.7 3.4 Approach LOS E A A Intersection Summary HCM 2000 Control Delay 5.4 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.72 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 13.0 Intersection Capacity Utilization 73.1% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn Lanes, Volumes, Timings 18: North Miami Avenue & NW 46th Street/NE 46th Street Futur t Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations 19 Traffic Volume (vph) 24 30 13 11 10 472 10 887 Future Volume (vph) 24 30 13 11 10 472 10 887 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 8 4 6 2 Permitted Phases 8 4 6 2 Detector Phase 8 8 4 4 6 6 2 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 29.3 29.3 29.3 29.3 23.4 23.4 23.4 23.4 Total Split (s) 32.0 32.0 32.0 32.0 48.0 48.0 48.0 48.0 Total Split (%) 40.0% 40.0% 40.0% 40.0% 60.0% 60.0% 60.0% 60.0% Yellow Time (s) 4.0 4.0 4.0 4.0 4.4 4.4 4.4 4.4 All -Red Time (s) 2.3 2.3 2.3 2.3 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.3 6.3 6.4 6.4 6.4 6.4 Lead/Lag Lead -Lag Optimize? Recall Mode None None None None C-Max C-Max C-Max C-Max Intersection Summary This submittal needs to be schedu lee fora puboc hearing In accordance whh timelines set forth in the City of Miami Code. The appll®de decision -malting body will rodew the information at the pubec hearing to render a recommendation or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 80 Actuated Cycle Length: 80 Offset: 8 (10%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 60 Control Type: Actuated -Coordinated Splits and Phases: 18: North Miami Avenue & NW 46th Street/NE 46th Street 4R j 04 18 s} T 32 s 06 (R) -OD3 98s 32s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn HCM 6th Signalized Intersection Summary 18: North Miami Avenue & NW 46th Street/NE 46th Street Futur This submittal needs to be schebu led bra public hearing In aaord ana with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decia on. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations 43, 43, 19 4 i Traffic Volume (veh/h) 24 30 35 13 11 4 10 472 28 1 Future Volume (veh/h) 24 30 35 13 11 4 10 472 28 10 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 0.98 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 27 34 40 15 12 5 11 536 32 11 1008 22 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap,veh/h 85 56 55 113 76 23 501 2553 152 684 2667 58 Arrive On Green 0.08 0.08 0.08 0.08 0.08 0.08 0.76 0.76 0.76 1.00 1.00 1.00 Sat Flow, veh/h 324 660 645 558 895 269 543 3376 201 836 3525 77 Grp Volume(v), veh/h 101 0 0 32 0 0 11 279 289 11 504 526 Grp Sat Flow(s),veh/h/In 1629 0 0 1722 0 0 543 1763 1814 836 1763 1840 Q Serve(g_s), s 3.2 0.0 0.0 0.0 0.0 0.0 0.4 3.7 3.7 0.1 0.0 0.0 Cycle Q Clear(g_c), s 4.8 0.0 0.0 1.3 0.0 0.0 0.4 3.7 3.7 3.8 0.0 0.0 Prop In Lane 0.27 0.40 0.47 0.16 1.00 0.11 1.00 0.04 Lane Grp Cap(c), veh/h 195 0 0 212 0 0 501 1333 1372 684 1333 1392 V/C Ratio(X) 0.52 0.00 0.00 0.15 0.00 0.00 0.02 0.21 0.21 0.02 0.38 0.38 Avail Cap(c_a), veh/h 573 0 0 571 0 0 501 1333 1372 684 1333 1392 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 0.80 0.80 0.80 Uniform Delay (d), s/veh 35.7 0.0 0.0 34.1 0.0 0.0 2.4 2.8 2.8 0.1 0.0 0.0 Incr Delay (d2), s/veh 1.6 0.0 0.0 0.2 0.0 0.0 0.1 0.4 0.3 0.0 0.7 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 2.0 0.0 0.0 0.6 0.0 0.0 0.0 1.0 1.0 0.0 0.2 0.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 37.2 0.0 0.0 34.3 0.0 0.0 2.5 3.2 3.2 0.1 0.7 0.6 LnGrp LOS D A A C A A A A A A A A Approach Vol, veh/h 101 32 579 1041 Approach Delay, s/veh 37.2 34.3 3.2 0.6 Approach LOS D C A A Timer - Assigned Phs 2 4 6 8 0 0.98 1.00 Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s Intersection Summary 66.9 13.1 66.9 13.1 6.4 * 6.3 6.4 * 6.3 41.6 *26 41.6 *26 5.8 3.3 5.7 6.8 2.5 0.1 1.3 0.4 HCM 6th Ctrl Delay HCM 6th LOS Notes 4.2 A * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. K:1FTL_TPTO1043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn Lanes, Volumes, Timings 19: NE 2nd Avenue & NE 39th Street Futur t Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations 43, 44 19 " i "ri Traffic Volume (vph) 68 47 54 58 10 452 89 537 Future Volume (vph) 68 47 54 58 10 452 89 537 Turn Type Perm NA Perm NA pm+pt NA pm+pt NA Protected Phases 8 4 1 6 5 2 Permitted Phases 8 4 6 2 Detector Phase 8 8 4 4 1 6 5 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 5.0 7.0 5.0 7.0 Minimum Split (s) 31.0 31.0 31.0 31.0 11.0 26.0 11.0 26.0 Total Split (s) 31.0 31.0 31.0 31.0 14.0 40.0 14.0 40.0 Total Split (%) 36.5% 36.5% 36.5% 36.5% 16.5% 47.1% 16.5% 47.1% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None None C-Max None C-Max Intersection Summary This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 85 Actuated Cycle Length: 85 Offset: 46 (54%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 75 Control Type: Actuated -Coordinated Splits and Phases: 19: NE 2nd Avenue & NE 39th Street 1 02 (Kt) -, 14s 40s 1 31s 05 At06 (R) 'J:; 14s 4Os 51s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn HCM 6th Signalized Intersection Summary 19: NE 2nd Avenue & NE 39th Street A Futur Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations 43, 43,1 Traffic Volume (veh/h) 68 47 22 54 58 195 10 452 19 8 Future Volume (veh/h) 68 47 22 54 58 195 10 452 19 89 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.98 0.96 0.97 0.94 1.00 0.96 1.00 0.96 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 75 52 24 59 64 214 11 497 21 98 590 35 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap,veh/h 181 117 44 103 96 259 363 842 36 452 894 53 Arrive On Green 0.26 0.26 0.26 0.26 0.26 0.26 0.02 0.64 0.64 0.07 0.69 0.69 Sat Flow, veh/h 455 455 172 206 372 1006 1767 1764 75 1767 1730 103 Grp Volume(v), veh/h 151 0 0 337 0 0 11 0 518 98 0 625 Grp Sat Flow(s),veh/h/In 1082 0 0 1584 0 0 1767 0 1838 1767 0 1832 Q Serve(g_s), s 0.0 0.0 0.0 6.3 0.0 0.0 0.3 0.0 14.0 2.3 0.0 16.6 Cycle Q Clear(g_c), s 10.4 0.0 0.0 16.7 0.0 0.0 0.3 0.0 14.0 2.3 0.0 16.6 Prop In Lane 0.50 0.16 0.18 0.64 1.00 0.04 1.00 0.06 Lane Grp Cap(c), veh/h 342 0 0 458 0 0 363 0 878 452 0 947 V/C Ratio(X) 0.44 0.00 0.00 0.74 0.00 0.00 0.03 0.00 0.59 0.22 0.00 0.66 Avail Cap(c_a), veh/h 391 0 0 512 0 0 506 0 878 525 0 947 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 26.7 0.0 0.0 29.5 0.0 0.0 12.1 0.0 10.7 11.0 0.0 9.0 Incr Delay (d2), s/veh 1.1 0.0 0.0 5.2 0.0 0.0 0.0 0.0 2.9 0.1 0.0 3.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 2.7 0.0 0.0 6.9 0.0 0.0 0.1 0.0 5.0 0.8 0.0 5.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 27.8 0.0 0.0 34.7 0.0 0.0 12.1 0.0 13.6 11.1 0.0 12.6 LnGrp LOS C A A C A A B A B B A B Approach Vol, veh/h 151 337 529 723 Approach Delay, s/veh 27.8 34.7 13.5 12.4 Approach LOS C C B B Timer - Assigned Phs 1 2 4 5 6 8 This submittal needs to be schebu led bra public hearing In aaord ana with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decia on. Phs Duration (G+Y+Rc), s 7.1 50.0 27.9 10.5 46.6 27.9 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 8.0 34.0 25.0 8.0 34.0 25.0 Max Q Clear Time (g_c+I1), s 2.3 18.6 18.7 4.3 16.0 12.4 Green Ext Time (p_c), s 0.0 1.4 1.3 0.0 1.1 0.8 Intersection Summary HCM 6th Ctrl Delay HCM 6th LOS 18.4 B K:1FTL_TPTO1043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn 4 PURL/ G 0 4- Q NOTICE This submittal needs to be' scheduled fora pubic hearing In acoordanre whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubc hearing to render a recommended on or a final decM on. PZ-21-10809 12/16/21 sN SEW cO�Qv Future Total A.M. 4 P U Lanes, Volumes, Timings 1: NW 6th Avenue/I-95 SB Off -Ramp & NW 62nd Street G 0 a c Lane Group EBT WBL WBT SBL SBT 09 Lane Configurations " i Traffic Volume (vph) 712 289 492 390 297 Future Volume (vph) 712 289 492 390 297 Turn Type NA pm+pt NA Split NA Protected Phases 6 5 2 8 8 9 Permitted Phases 2 Detector Phase 6 5 2 8 8 Switch Phase Minimum Initial (s) 16.0 5.0 16.0 7.0 7.0 1.0 Minimum Split (s) 22.0 11.0 22.0 13.0 13.0 21.0 Total Split (s) 55.0 17.0 72.0 53.0 53.0 19.0 Total Split (%) 38.2% 11.8% 50.0% 36.8% 36.8% 13% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 2.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 0.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode C-Max None C-Max None None None Intersection Summary NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 sN SEW cO�Qv Cycle Length: 144 Actuated Cycle Length: 144 Offset: 52 (36%), Referenced to phase 2:WBTL and 6:EBT, Start of Yellow Natural Cycle: 150 Control Type: Actuated -Coordinated Splits and Phases: 1: NW 6th Avenue/I-95 SB Off -Ramp & NW 62nd Street kigir 9 38 411- 02 (R) 72s 19s 53s 05 4J6 (R) 17s I 55s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn PUBL ic HCM Signalized Intersection Capacity Analysis 1: NW 6th Avenue/I-95 SB Off -Ramp & NW 62nd Street 4 0 a Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations +"ri 1 ++ Traffic Volume (vph) 0 712 460 289 492 0 0 0 0 39 Future Volume (vph) 0 712 460 289 492 0 0 0 0 390 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.0 6.0 Lane Util. Factor 0.95 1.00 0.95 1.00 Frpb, ped/bikes 0.99 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 Frt 0.94 1.00 1.00 1.00 Flt Protected 1.00 0.95 1.00 0.95 Satd. Flow (prot) 3312 1770 3539 1770 Flt Permitted 1.00 0.07 1.00 0.95 Satd. Flow (perm) 3312 137 3539 1770 Peak -hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 0 749 484 304 518 0 0 0 0 411 RTOR Reduction (vph) 0 74 0 0 0 0 0 0 0 0 Lane Group Flow (vph) 0 1159 0 304 518 0 0 0 0 411 Confl. Peds. (#/hr) 38 1 1 38 2 Confl. Bikes (#/hr) 2 2 NOTICE This submittal needs to be schebu led bra public hearing In aaord ana with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decia on. PZ-21-10809 12/16/21 R 11$ VIEW CO 1900 6.0 1.00 0.99 1.00 0.93 1.00 1724 1.00 1724 0.95 0.95 313 265 20 0 558 0 2 1900 Turn Type NA pm+pt NA Split NA Protected Phases 6 5 2 8 8 Permitted Phases 2 Actuated Green, G (s) 48.2 70.6 70.6 49.2 49.2 Effective Green, g (s) 48.2 70.6 70.6 49.2 49.2 Actuated g/C Ratio 0.33 0.49 0.49 0.34 0.34 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 1.0 2.0 1.0 2.5 2.5 Lane Grp Cap (vph) 1108 253 1735 604 589 v/s Ratio Prot 0.35 c0.14 0.15 0.23 c0.32 v/s Ratio Perm c0.45 v/c Ratio 1.05 1.20 0.30 0.68 0.95 Uniform Delay, d1 47.9 46.7 21.9 40.7 46.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 39.9 122.2 0.4 2.9 24.3 Delay (s) 87.8 168.9 22.4 43.5 70.5 Level of Service F F C D E Approach Delay (s) 87.8 76.5 0.0 59.3 Approach LOS F E A E Intersection Summary HCM 2000 Control Delay 75.5 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.03 Actuated Cycle Length (s) 144.0 Sum of lost time (s) 20.0 Intersection Capacity Utilization 143.1% ICU Level of Service H Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn 4 P U Lanes, Volumes, Timings 2: NW 6th Avenue/NW 5th Court & NW 62nd Street G 0 Lane Group EBL EBT WBT NBT 09 Lane Configurations ++ 1 Traffic Volume (vph) 381 679 625 612 Future Volume (vph) 381 679 625 612 Turn Type pm+pt NA NA NA Protected Phases 1 6 2 4 9 Permitted Phases 6 Detector Phase 1 6 2 4 Switch Phase Minimum Initial (s) 5.0 16.0 16.0 7.0 1.0 Minimum Split (s) 11.0 22.0 22.0 13.0 29.0 Total Split (s) 28.0 71.0 43.0 54.0 27.0 Total Split (%) 18.4% 46.7% 28.3% 35.5% 18% Yellow Time (s) 4.0 4.0 4.0 4.0 2.0 All -Red Time (s) 2.0 2.0 2.0 2.0 0.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Recall Mode None C-Max C-Max None None Intersection Summary NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 sN Cycle Length: 152 Actuated Cycle Length: 152 Offset: 0 (0%), Referenced to phase 2:WBT and 6:EBTL, Start of Yellow Natural Cycle: 150 Control Type: Actuated -Coordinated Splits and Phases: 2: NW 6th Avenue/NW 5th Court & NW 62nd Street 01 9 1 04 02 (R) 28s 3s 27s 54s ir 6 (R) 71 s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn PUB1. ic HCM Signalized Intersection Capacity Analysis 2: NW 6th Avenue/NW 5th Court & NW 62nd Street 4 0 a c 1- IN T P Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations 'Pi ++ Traffic Volume (vph) 381 679 0 0 625 269 334 612 432 Future Volume (vph) 381 679 0 0 625 269 334 612 432 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.0 6.0 Lane Util. Factor 1.00 0.95 0.95 0.95 Frpb, ped/bikes 1.00 1.00 0.99 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.95 0.95 Flt Protected 0.95 1.00 1.00 0.99 Satd. Flow (prot) 1769 3539 3330 3318 Flt Permitted 0.09 1.00 1.00 0.99 Satd. Flow (perm) 177 3539 3330 3318 Peak -hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 405 722 0 0 665 286 355 651 460 0 0 0 RTOR Reduction (vph) 0 0 0 0 32 0 0 31 0 0 0 0 Lane Group Flow (vph) 405 722 0 0 919 0 0 1435 0 0 0 0 Confl. Peds. (#/hr) 29 5 5 29 2 2 Confl. Bikes (#/hr) 3 1 NOTICE This submittal needs to be schebu led bra public hearing In aaord ana with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decia on. 0 PZ-21-10809 12/16/21 R94- E coos 1900 1900 Turn Type pm+pt NA NA Split NA Protected Phases 1 6 2 4 4 Permitted Phases 6 Actuated Green, G (s) 64.2 64.2 36.2 58.8 Effective Green, g (s) 64.2 64.2 36.2 58.8 Actuated g/C Ratio 0.42 0.42 0.24 0.39 Clearance Time (s) 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.0 1.0 1.0 2.5 Lane Grp Cap (vph) 305 1494 793 1283 v/s Ratio Prot c0.19 0.20 0.28 c0.43 v/s Ratio Perm c0.37 v/c Ratio 1.33 0.48 1.16 1.12 Uniform Delay, d1 48.8 31.9 57.9 46.6 Progression Factor 1.00 1.00 1.00 1.00 Incremental Delay, d2 168.5 1.1 85.4 64.2 Delay (s) 217.3 33.0 143.3 110.8 Level of Service F C F F Approach Delay (s) 99.2 143.3 110.8 Approach LOS F F F Intersection Summary 0.0 A HCM 2000 Control Delay 115.8 HCM 2000 Level of Service F HCM 2000 Volume to Capacity ratio 1.11 Actuated Cycle Length (s) 152.0 Sum of lost time (s) 20.0 Intersection Capacity Utilization 143.1% ICU Level of Service H Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn Lanes, Volumes, Timings 3: NW 2nd Avenue & NW 62nd Street/NE 62nd Street 4- I Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations 19 4 19 4 19 + r* 19 1' Traffic Volume (vph) 48 779 68 496 164 177 142 125 176 9 Future Volume (vph) 48 779 68 496 164 177 142 125 176 92 Turn Type pm+pt NA pm+pt NA pm+pt NA Perm pm+pt NA Perm Protected Phases 1 6 5 2 7 4 3 8 Permitted Phases 6 2 4 4 8 Detector Phase 1 6 5 2 7 4 4 3 8 8 Switch Phase Minimum Initial (s) 5.0 16.0 5.0 16.0 5.0 7.0 7.0 5.0 7.0 7.0 1.0 Minimum Split (s) 10.7 25.0 10.7 25.0 10.7 25.0 25.0 10.7 25.0 25.0 26.0 Total Split (s) 16.0 52.0 16.0 52.0 16.0 42.0 42.0 16.0 42.0 42.0 24.0 Total Split (%) 10.7% 34.7% 10.7% 34.7% 10.7% 28.0% 28.0% 10.7% 28.0% 28.0% 16% Yellow Time (s) 3.7 4.0 3.7 4.0 3.7 4.0 4.0 3.7 4.0 4.0 2.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 0.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.7 6.0 5.7 6.0 5.7 6.0 6.0 5.7 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max None Max None None None None None None None This submittal needs to be scheduled bra public hearing In accordance with Idmatinee set forth in the City of Miami Code. The appLlea decision -malting body will review the lntormatlon at the public hearing to render a recommentlatl on or a final decla on. Intersection Summary 8 PZ-21-10809 12/16/21 9 Cycle Length: 150 Actuated Cycle Length: 106.8 Natural Cycle: 110 Control Type: Actuated -Uncoordinated Splits and Phases: 3: NW 2nd Avenue & NW 62nd Street/NE 62nd Street 1 .409 03 04 02 16s 1152s 24s 16s 42s 05 07 Jr 1-.3 6 16s ■52s 16s 42s I 1 K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn HCM Signalized Intersection Capacity Analysis 3: NW 2nd Avenue & NW 62nd Street/NE 62nd Street c Ak. t P Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations 19 4 i 19 4 i 'Pi + r* Traffic Volume (vph) 48 779 191 68 496 48 164 177 142 12 Future Volume (vph) 48 779 191 68 496 48 164 177 142 125 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.7 6.0 5.7 6.0 5.7 6.0 6.0 5.7 6.0 6.0 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 0.99 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.98 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 Frt 1.00 0.97 1.00 0.99 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1767 3416 1769 3483 1767 1863 1503 1758 1863 1550 Flt Permitted 0.37 1.00 0.15 1.00 0.43 1.00 1.00 0.48 1.00 1.00 Satd. Flow (perm) 696 3416 272 3483 793 1863 1503 885 1863 1550 Peak -hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 52 847 208 74 539 52 178 192 154 136 191 100 RTOR Reduction (vph) 0 12 0 0 4 0 0 0 123 0 0 85 Lane Group Flow (vph) 52 1043 0 74 587 0 178 192 31 136 191 15 Confl. Peds. (#/hr) 10 6 6 10 4 10 10 4 Confl. Bikes (#/hr) 1 Turn Type pm+pt NA pm+pt NA pm+pt NA Perm pm+pt NA Perm Protected Phases 1 6 5 2 7 4 3 8 Permitted Phases 6 2 4 4 8 8 Actuated Green, G (s) 52.7 47.5 54.1 48.2 27.7 17.5 17.5 26.1 16.7 16.7 Effective Green, g (s) 52.7 47.5 54.1 48.2 27.7 17.5 17.5 26.1 16.7 16.7 Actuated g/C Ratio 0.48 0.43 0.49 0.44 0.25 0.16 0.16 0.24 0.15 0.15 Clearance Time (s) 5.7 6.0 5.7 6.0 5.7 6.0 6.0 5.7 6.0 6.0 Vehicle Extension (s) 2.0 1.0 2.0 1.0 2.0 2.5 2.5 2.0 2.5 2.5 Lane Grp Cap (vph) 386 1484 215 1535 291 298 240 286 284 236 v/s Ratio Prot 0.01 c0.31 c0.02 0.17 c0.06 c0.10 0.04 0.10 v/s Ratio Perm 0.06 0.15 0.10 0.02 0.07 0.01 v/c Ratio 0.13 0.70 0.34 0.38 0.61 0.64 0.13 0.48 0.67 0.06 Uniform Delay, d1 15.3 25.2 17.2 20.5 34.1 43.0 39.4 34.4 43.7 39.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.1 2.8 0.4 0.7 2.7 4.2 0.2 0.5 5.6 0.1 Delay (s) 15.3 28.0 17.6 21.3 36.7 47.2 39.5 34.9 49.3 39.7 Level of Service B C B C D DDCDD Approach Delay (s) 27.4 20.9 41.4 42.5 Approach LOS C C D D Intersection Summary This submittal needs to be schebu led bra public hearing In aaord ana with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decia on. PZ-21-10809 12/16/21 HCM 2000 Control Delay 30.8 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.63 Actuated Cycle Length (s) 109.3 Sum of lost time (s) 25.4 Intersection Capacity Utilization 69.8% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn 4 P U Lanes, Volumes, Timings 4: NE 2nd Avenue & NE 62nd Street & NE 61st Street G 0 t Lir Lane Group EBL2 EBT EBR NBL NBT SBL2 SBT SWL SWR Lane Configurations 'Pi +1 r* 414 414 19 r v Traffic Volume (vph) 106 669 292 113 451 159 835 80 365 Future Volume (vph) 106 669 292 113 451 159 835 80 365 Turn Type Prot NA Perm Perm NA Perm NA pm+pt Perm Protected Phases 3 8 6 2 7 Permitted Phases 8 6 2 4 4 Detector Phase 3 8 8 6 6 2 2 7 4 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 13.0 25.0 25.0 41.0 41.0 41.0 41.0 13.0 25.0 Total Split (s) 20.0 40.0 40.0 60.0 60.0 60.0 60.0 20.0 40.0 Total Split (%) 16.7% 33.3% 33.3% 50.0% 50.0% 50.0% 50.0% 16.7% 33.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None C-Max C-Max C-Max C-Max None None Intersection Summary NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 sN 1 SEW cO�Qv Cycle Length: 120 Actuated Cycle Length: 120 Offset: 27 (23%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 90 Control Type: Actuated -Coordinated Splits and Phases: 4: NE 2nd Avenue & NE 62nd Street & NE 61st Street IF02 (P.)? 04 60s} ZJs 40s �36 F2) 07 U 60s 1 20s 40s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn HCM Signalized Intersection Capacity Analysis 4: NE 2nd Avenue & NE 62nd Street & NE 61st Street 1 Movement EBL2 EBT EBR NBL NBT NBR2 SBL2 SBT SBR Lane Configurations 'Pi +1 r* Traffic Volume (vph) 106 669 292 113 451 93 159 Future Volume (vph) 106 669 292 113 451 93 159 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.0 6.0 Lane Util. Factor 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 0.98 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 0.98 Flt Protected 0.95 1.00 1.00 0.99 Satd. Flow (prot) 1770 3539 1553 3423 Flt Permitted 0.95 1.00 1.00 0.53 Satd. Flow (perm) 1770 3539 1553 1826 Peak -hour factor, PHF 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 112 704 307 119 475 RTOR Reduction (vph) 0 0 172 0 39 Lane Group Flow (vph) 112 704 135 0 653 Confl. Peds. (#/hr) 12 4 5 Confl. Bikes (#/hr) 835 73 8 835 73 80 1900 1900 1900 1900 6.0 6.0 6.0 0.95 1.00 0.88 1.00 1.00 1.00 1.00 0.99 1.00 0.99 1.00 0.85 0.99 0.95 1.00 3473 1757 2787 0.67 0.95 1.00 2331 1757 2787 0.95 0.95 0.95 0.95 0.95 0.95 98 167 879 77 84 384 0 0 4 0 0 0 0 0 1119 0 84 384 7 5 4 7 3 This submittal needs to be scheduled bra public hearing In accordance with Id matinee set forth in the City of Miami Code. The appll®de decision -malting body will review the lntormatlon at the public hearing to render a recommentlatl on or a final decla on. PZ-21-10809 12/16/21 Turn Type Prot NA Perm Perm NA Perm NA pm+pt Perm Protected Phases 3 8 6 2 7 Permitted Phases 8 6 2 4 4 Actuated Green, G (s) 11.7 32.0 32.0 62.3 62.3 35.7 28.0 Effective Green, g (s) 11.7 32.0 32.0 62.3 62.3 35.7 28.0 Actuated g/C Ratio 0.10 0.27 0.27 0.52 0.52 0.30 0.23 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.5 2.5 2.5 1.0 1.0 2.5 2.5 Lane Grp Cap (vph) 172 943 414 947 1210 522 650 v/s Ratio Prot c0.06 c0.20 0.01 v/s Ratio Perm 0.09 0.36 c0.48 0.04 0.14 v/c Ratio 0.65 0.75 0.33 0.69 0.92 0.16 0.59 Uniform Delay, d1 52.2 40.3 35.3 21.6 26.7 31.1 40.9 Progression Factor 1.00 1.00 1.00 0.68 1.00 0.95 0.95 Incremental Delay, d2 7.6 3.1 0.3 4.0 13.2 0.1 0.9 Delay (s) 59.8 43.4 35.7 18.7 39.9 29.7 40.0 Level of Service E D D B D C D Approach Delay (s) 42.9 18.7 39.9 38.1 Approach LOS D B D D Intersection Summary HCM 2000 Control Delay 36.3 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.87 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 103.6% ICU Level of Service G Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn PURL/ HCM 6th TWSC 41: NE 2nd Avenue & NE 62nd Street 4 0 Intersection Int Delay, s/veh 0.5 Movement WBL WBR NBT NBR SBL SBT Lane Configurations r ++ Traffic Vol, veh/h 0 97 557 0 0 1067 Future Vol, veh/h 0 97 557 0 0 1067 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 Veh in Median Storage, # 0 0 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 3 3 3 3 3 3 Mvmt Flow 0 102 586 0 0 1123 Major/Minor Minorl Majorl Major2 NOTICE This submittal needs to be scheduled fora puboc hearing In accortlancewhh timelines set forth in the City of Kam Code. The applira tie tlecision-mahing bodywlll relew the information at the public hearing to render a recommendation or a final tlecid on. PZ-21-10809 12/16/21 !EW GO�� Conflicting Flow All - 293 0 Stage 1 Stage 2 Critical Hdwy 5 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy - 3 Pot Cap-1 Maneuver 0 900 0 0 Stage 1 0 0 0 Stage 2 0 0 0 Platoon blocked, % Mov Cap-1 Maneuver - 900 Mov Cap-2 Maneuver Stage 1 Stage 2 Approach WB NB SB HCM Control Delay, s 9.5 0 0 HCM LOS A Minor Lane/Major Mvmt NBTWBLn1 SBT Capacity (veh/h) - 900 HCM Lane V/C Ratio - 0.113 HCM Control Delay (s) - 9.5 HCM Lane LOS - A HCM 95th %tile Q(veh) - 0.4 K:1FTL_TPT01043752001-Sabal Palm Villagelcalcs\Synchro\Future Total.syn 4 P U Lanes, Volumes, Timings 5: Biscayne Boulevard & NE 62nd Street G 0 4- t Lane Group WBT NBL NBT SBL SBT Lane Configurations 4' 19 f 19 Traffic Volume (vph) 9 185 1369 2 1704 Future Volume (vph) 9 185 1369 2 1704 Turn Type NA pm+pt NA Perm NA Protected Phases 4 1 6 2 Permitted Phases 6 2 Detector Phase 4 1 6 2 2 Switch Phase Minimum Initial (s) 7.0 5.0 7.0 7.0 7.0 Minimum Split (s) 32.0 11.0 29.5 29.5 29.5 Total Split (s) 36.0 19.0 84.0 65.0 65.0 Total Split (%) 30.0% 15.8% 70.0% 54.2% 54.2% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 3.0 2.0 2.5 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 6.0 6.5 6.5 6.5 Lead/Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Recall Mode None None C-Max C-Max C-Max Intersection Summary NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 sN 1 SEW cO�Qv Cycle Length: 120 Actuated Cycle Length: 120 Offset: 15 (13%), Referenced to phase 2:SBTL and 6:NBTL, Start of Green Natural Cycle: 150 Control Type: Actuated -Coordinated Splits and Phases: 5: Biscayne Boulevard & NE 62nd Street 19s} 165s rv= 106 (R) V 84 s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn HCM 6th Signalized Intersection Summary 5: Biscayne Boulevard & NE 62nd Street Movement EBL Lane Configurations Traffic Volume (veh/h) 0 Future Volume (veh/h) 0 Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Work Zone On Approach Adj Sat Flow, veh/h/In Adj Flow Rate, veh/h Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/In Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %ile BackOfQ(50%),veh/In Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh LnGrp LOS Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s Intersection Summary 1 11.4 6.0 13.0 5.2 0.2 { EBT EBR WBL WBT WBR NBL NBT NBR 0 0 14 0 0 14 0 1.00 1.00 2 94.3 6.5 58.5 12.1 8.8 1856 15 0.93 3 106 0.06 1746 15 1768 1.0 1.0 0.99 107 0.14 427 1.00 1.00 53.4 0.4 0.0 0.4 53.9 4- 9 9 0 1.00 No 1856 10 0.93 3 76 0.06 1256 0 0 0.0 0.0 0 0.00 0 1.00 0.00 0.0 0.0 0.0 0.0 0.0 D A 29 53.8 D 4 14.3 7.0 29.0 3.0 0.1 4 4 0 0.96 1.00 1856 4 0.93 3 30 0.06 503 14 1737 0.9 0.9 0.29 105 0.13 420 1.00 1.00 53.4 0.4 0.0 0.4 1 185 1369 185 1369 0 0 1.00 1.00 1856 199 0.93 3 265 0.06 1767 199 1767 3.2 3.2 1.00 265 0.75 377 1.33 0.11 11.5 0.3 0.0 4.3 1.00 No 1856 1472 0.93 3 2982 1.00 3606 719 1763 0.0 0.0 1458 0.49 1458 1.33 0.11 0.0 0.1 0.0 0.1 53.8 11.8 0.1 D B A 1675 1.5 A 6 105.7 6.5 77.5 2.0 4.2 4 4 0 0.96 1.00 1856 4 0.93 3 8 1.00 10 757 1853 0.0 0.0 0.01 1533 0.49 1533 1.33 0.11 0.0 0.1 0.0 0.1 This submittal needs to be schebu led bra public hearing In aaord ana with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decla on. 0 1.00 1.00 1856 2 0.93 3 319 0.97 355 2 355 0.0 0.0 1.00 319 0.01 319 1.33 1.00 0.4 0.0 0.0 0.0 PZ-21-10809 12/16/21 1.00 No 1856 1832 0.93 3 2264 0.97 3093 1023 1763 8.1 8.1 1290 0.79 1290 1.33 1.00 0.5 5.1 0.0 2.5 0 0.99 1.00 1856 268 0.93 3 323 0.97 441 1077 1771 10.1 10.1 0.25 1296 0.83 1296 1.33 1.00 0.6 6.3 0.0 2.9 0.1 0.5 5.6 6.9 A A A A 2102 6.2 A HCM 6th Ctrl Delay HCM 6th LOS 4.5 A K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn 4 PURL/ Lanes, Volumes, Timings 6: Biscayne Boulevard & NE 61st Street G 0 t Lane Group EBL EBT WBL WBR NBT SBL SBT 09 Lane Configurations 1 r* +1' Traffic Volume (vph) 220 31 86 23 1344 12 1682 Future Volume (vph) 220 31 86 23 1344 12 1682 Turn Type Split NA Prot pm+ov NA pm+pt NA Protected Phases 8 8 4 5 6 5 2 9 Permitted Phases 4 2 Detector Phase 8 8 4 5 6 5 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 5.0 7.0 5.0 7.0 1.0 Minimum Split (s) 22.5 22.5 14.0 11.0 22.5 11.0 22.5 25.0 Total Split (s) 32.0 32.0 17.0 14.0 27.0 14.0 41.0 32.0 Total Split (%) 26.2% 26.2% 13.9% 11.5% 22.1% 11.5% 33.6% 26% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 2.0 All -Red Time (s) 3.0 3.0 3.0 2.0 2.0 2.0 2.0 0.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 7.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode None None None None C-Max None C-Max None Intersection Summary NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 sN VIEW cd Cycle Length: 122 Actuated Cycle Length: 122 Offset: 50 (41%), Referenced to phase 2:SBTL and 6:NBT, Start of Green Natural Cycle: 145 Control Type: Actuated -Coordinated Splits and Phases: 6: Biscayne Boulevard & NE 61st Street T 02 (R) up h 9 �U Is 411s 32s 32s .?s l'1115 I 6. (R.)141s 27s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn HCM Signalized Intersection Capacity Analysis 6: Biscayne Boulevard & NE 61st Street t ifr Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations vi "ri 1 r* t"ri Traffic Volume (vph) 220 31 391 86 0 23 0 1344 28 1 Future Volume (vph) 220 31 391 86 0 23 0 1344 28 12 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 7.0 7.0 7.0 6.0 6.0 6.0 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 Frpb, ped/bikes 1.00 0.95 1.00 0.98 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.86 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 Satd. Flow (prot) 1770 1521 1770 1545 3526 1770 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.08 Satd. Flow (perm) 1770 1521 1770 1545 3526 148 Peak -hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 232 33 412 91 0 24 0 1415 29 13 RTOR Reduction (vph) 0 338 0 0 0 21 0 1 0 0 Lane Group Flow (vph) 232 107 0 91 0 3 0 1443 0 13 Confl. Peds. (#/hr) 7 26 26 7 6 10 10 Confl. Bikes (#/hr) 1 1 4 Turn Type Split NA Prot pm+ov NA pm+pt NA Protected Phases 8 8 4 5 6 5 2 Permitted Phases 4 2 Actuated Green, G (s) 21.8 21.8 10.6 14.0 44.4 53.8 53.8 Effective Green, g (s) 21.8 21.8 10.6 14.0 44.4 53.8 53.8 Actuated g/C Ratio 0.18 0.18 0.09 0.11 0.36 0.44 0.44 Clearance Time (s) 7.0 7.0 7.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.5 2.5 2.5 2.0 1.0 2.0 1.0 Lane Grp Cap (vph) 316 271 153 177 1283 110 1560 v/s Ratio Prot c0.13 0.07 c0.05 0.00 0.41 0.00 c0.50 v/s Ratio Perm 0.00 0.05 v/c Ratio 0.73 0.39 0.59 0.02 1.12 0.12 1.14 Uniform Delay, d1 47.4 44.3 53.6 47.9 38.8 28.1 34.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 8.1 0.7 5.1 0.0 66.9 0.2 69.4 Delay (s) 55.4 44.9 58.7 47.9 105.7 28.3 103.5 Level of Service E D E D F C F Approach Delay (s) 48.5 56.5 105.7 102.9 Approach LOS D E F F Intersection Summary This submittal needs to be schebu led bra public hearing In accordance with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratl on or a final decla on. PZ-21-10809 12/16/21 1900 6.0 0.95 1.00 1.00 1.00 1.00 3539 1.00 3539 0.95 0.95 1771 0 0 0 1771 0 6 1 1900 HCM 2000 Control Delay 93.4 HCM 2000 Level of Service F HCM 2000 Volume to Capacity ratio 0.89 Actuated Cycle Length (s) 122.0 Sum of lost time (s) 28.0 Intersection Capacity Utilization 95.2% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn 4 P U Lanes, Volumes, Timings 7: NE 2nd Avenue & NE 59th Street G 0 a t Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Lane Configurations 'Pi + r* Traffic Volume (vph) 26 11 26 24 13 17 678 32 871 Future Volume (vph) 26 11 26 24 13 17 678 32 871 Turn Type Perm NA Perm Perm NA Perm NA Perm NA Protected Phases 8 4 6 2 Permitted Phases 8 8 4 6 2 Detector Phase 8 8 8 4 4 6 6 2 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 28.0 28.0 28.0 28.0 28.0 27.0 27.0 27.0 27.0 Total Split (s) 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 Total Split (%) 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead -Lag Optimize? Recall Mode None None None None None C-Max C-Max C-Max C-Max Intersection Summary NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 sN 1 SEW cO�Qv Cycle Length: 120 Actuated Cycle Length: 120 Offset: 63 (53%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 55 Control Type: Actuated -Coordinated Splits and Phases: 7: NE 2nd Avenue & NE 59th Street ♦ 2(R) i D4 60 s 60 s 106 (R) U 60s 1 60s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn HCM 6th Signalized Intersection Summary 7: NE 2nd Avenue & NE 59th Street Movement Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Work Zone On Approach Adj Sat Flow, veh/h/In Adj Flow Rate, veh/h Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/In Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %ile BackOfQ(50%),veh/In Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh LnGrp LOS Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s Intersection Summary 4- EBL EBT EBR WBL WBT WBR NBL NBT NBR 19 26 26 0 0.97 1.00 1856 28 0.92 3 197 0.10 1309 28 1309 0.0 2.3 1.00 197 0.14 650 1.00 1.00 49.2 0.2 0.0 0.8 11 11 0 1.00 No 1856 12 0.92 3 193 0.10 1856 12 1856 0.7 0.7 193 0.06 835 1.00 1.00 48.5 0.1 0.0 0.3 26 26 0 0.97 1.00 1856 28 0.92 3 158 0.10 1518 28 1518 2.0 2.0 1.00 158 0.18 683 1.00 1.00 49.1 0.4 0.0 0.8 24 24 0 0.97 1.00 1856 26 0.92 3 77 0.10 357 77 1543 1.8 5.4 0.34 201 0.38 716 1.00 1.00 50.5 0.9 0.0 2.2 13 13 0 1.00 No 1856 14 0.92 3 46 0.10 445 0 0 0.0 0.0 0 0.00 0 1.00 0.00 0.0 0.0 0.0 0.0 49.4 48.6 49.5 51.4 0.0 D D D D A 68 77 49.3 51.4 D D 2 101.5 6.0 54.0 2.0 2.6 4 18.5 6.0 54.0 7.4 0.4 34 34 0 0.97 1.00 1856 37 0.92 3 77 0.10 742 0 0 0.0 0.0 0.48 0 0.00 0 1.00 0.00 0.0 0.0 0.0 0.0 17 17 0 1.00 1.00 1856 18 0.92 3 69 1.00 48 389 1747 0.0 0.0 0.05 1422 0.27 1422 1.33 1.00 0.0 0.5 0.0 0.2 678 678 0 1.00 No 1856 737 0.92 3 2666 1.00 3350 0 0 0.0 0.0 0 0.00 0 1.33 0.00 0.0 0.0 0.0 0.0 0.0 0.5 0.0 A A A 762 0.5 A 6 101.5 6.0 54.0 2.0 1.8 8 18.5 6.0 54.0 4.3 0.2 6 6 0 0.97 1.00 1856 7 0.92 3 25 1.00 32 373 1682 0.0 0.0 0.02 1338 0.28 1338 1.33 1.00 0.0 0.5 0.0 0.2 This submittal needs b be scheduled for a public hearing In accordance with amerines set forth in the City of Miami Code. The applicade decision -making bodywlll reWew the information at the public hearing to render a recommendation or a final decision. 3 32 0 1.00 1.00 1856 35 0.92 3 97 1.00 81 519 1724 0.0 0.0 0.07 1404 0.37 1404 1.33 0.31 0.0 0.2 0.0 0.1 PZ-21-10809 12/16/21 1.00 No 1856 947 0.92 3 2532 1.00 3182 0 0 0.0 0.0 0 0.00 0 1.33 0.00 0.0 0.0 0.0 0.0 0 0.97 1.00 1856 37 0.92 3 98 1.00 123 500 1662 0.0 0.0 0.07 1323 0.38 1323 1.33 0.31 0.0 0.3 0.0 0.1 0.5 0.2 0.0 0.3 A A A A 1019 0.2 A HCM 6th Ctrl Delay HCM 6th LOS 4.1 A K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn 4 P U Lanes, Volumes, Timings 8: NW 6th Court & NW 54th Street G 0 a c 4_ t 1 Lane Group EBT WBL WBT NBT SBL SBT SBR Lane Configurations t) + 19 4 i* Traffic Volume (vph) 1207 30 550 0 157 19 139 Future Volume (vph) 1207 30 550 0 157 19 139 Turn Type NA Perm NA NA Split NA Perm Protected Phases 6 2 4 3 3 Permitted Phases 2 3 Detector Phase 6 2 2 4 3 3 3 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 33.0 33.0 33.0 13.0 13.0 13.0 13.0 Total Split (s) 109.0 109.0 109.0 26.0 25.0 25.0 25.0 Total Split (%) 68.1% 68.1% 68.1% 16.3% 15.6% 15.6% 15.6% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lag Lead Lead Lead Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode C-Max C-Max C-Max None None None None Intersection Summary NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 sN 1 SEW cO�Qv Cycle Length: 160 Actuated Cycle Length: 160 Offset: 134 (84%), Referenced to phase 2:WBTL and 6:EBT, Start of Yellow Natural Cycle: 60 Control Type: Actuated -Coordinated Splits and Phases: 8: NW 6th Court & NW 54th Street oz (R)411- I41i 04 109sPI 2 4s 26RI s 6 4R) 109s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn HCM Signalized Intersection Capacity Analysis 8: NW 6th Court & NW 54th Street t P Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations t) 4+ 43, Traffic Volume (vph) 0 1207 4 30 550 0 1 0 13 1 Future Volume (vph) 0 1207 4 30 550 0 1 0 13 157 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.0 6.0 Lane Util. Factor 0.95 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.87 1.00 Flt Protected 1.00 1.00 1.00 0.95 Satd. Flow (prot) 3537 3530 1622 1681 Flt Permitted 1.00 0.79 1.00 0.95 Satd. Flow (perm) 3537 2792 1622 1681 Peak -hour factor, PHF 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Adj. Flow (vph) 0 1356 4 34 618 0 1 0 15 176 RTOR Reduction (vph) 0 0 0 0 0 0 0 16 0 0 Lane Group Flow (vph) 0 1360 0 0 652 0 0 0 0 99 Confl. Peds. (#/hr) 6 6 6 6 Confl. Bikes (#/hr) 3 3 This submittal needs to be schebu led bra public hearing In accordance with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratl on or a final decla on. PZ-21-10809 12/16/21 1900 1900 6.0 6.0 0.95 1.00 1.00 1.00 1.00 1.00 1.00 0.85 0.96 1.00 1703 1583 0.96 1.00 1703 1583 0.89 0.89 21 156 0 142 98 14 Turn Type NA Perm NA Split NA Split NA Perm Protected Phases 6 2 4 4 3 3 Permitted Phases 2 3 Actuated Green, G (s) 123.8 123.8 4.2 14.0 14.0 14.0 Effective Green, g (s) 123.8 123.8 4.2 14.0 14.0 14.0 Actuated g/C Ratio 0.77 0.77 0.03 0.09 0.09 0.09 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 1.0 1.0 2.5 2.5 2.5 2.5 Lane Grp Cap (vph) 2736 2160 42 147 149 138 v/s Ratio Prot c0.38 c0.00 c0.06 0.06 v/s Ratio Perm 0.23 0.01 v/c Ratio 0.50 0.30 0.01 0.67 0.66 0.10 Uniform Delay, d1 6.7 5.3 75.9 70.8 70.7 67.2 Progression Factor 1.00 1.15 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.6 0.4 0.1 10.5 9.0 0.2 Delay (s) 7.3 6.5 75.9 81.3 79.7 67.4 Level of Service A A E F E E Approach Delay (s) 7.3 6.5 75.9 74.7 Approach LOS A A E E Intersection Summary HCM 2000 Control Delay 17.5 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.50 Actuated Cycle Length (s) 160.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 59.0% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn 4 PURL/ Lanes, Volumes, Timings 9: NW 6th Avenue & NW 54th Street G 0 t Lane Group EBL EBT WBT WBR NBT Lane Configurations 414 i* Traffic Volume (vph) 437 931 578 179 36 Future Volume (vph) 437 931 578 179 36 Turn Type pm+pt NA NA Perm NA Protected Phases 1 6 2 4 Permitted Phases 6 2 Detector Phase 1 6 2 2 4 Switch Phase Minimum Initial (s) 5.0 16.0 16.0 16.0 7.0 Minimum Split (s) 11.0 26.0 26.0 26.0 31.0 Total Split (s) 19.0 103.0 84.0 84.0 57.0 Total Split (%) 11.9% 64.4% 52.5% 52.5% 35.6% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Recall Mode None C-Max C-Max C-Max None Intersection Summary NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 sN SEW cO�Qv Cycle Length: 160 Actuated Cycle Length: 160 Offset: 130 (81%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 110 Control Type: Actuated -Coordinated Splits and Phases: 9: NW 6th Avenue & NW 54th Street 1 I J4 02 (R) 19s 84s-11"0 4 s (P.) 6 103s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn PUBL ic HCM Signalized Intersection Capacity Analysis 9: NW 6th Avenue & NW 54th Street 4 0 a c 1- IN T P Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations 4T4 4+ r* 43, Traffic Volume (vph) 437 931 9 0 578 179 3 36 26 Future Volume (vph) 437 931 9 0 578 179 3 36 26 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.0 6.0 Lane Util. Factor 0.95 0.95 1.00 1.00 Frpb, ped/bikes 1.00 1.00 0.98 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 0.95 Flt Protected 0.98 1.00 1.00 1.00 Satd. Flow (prot) 3474 3539 1544 1758 Flt Permitted 0.63 1.00 1.00 1.00 Satd. Flow (perm) 2220 3539 1544 1758 Peak -hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 475 1012 10 0 628 195 3 39 28 0 0 0 RTOR Reduction (vph) 0 0 0 0 0 16 0 21 0 0 0 0 Lane Group Flow (vph) 0 1497 0 0 628 179 0 49 0 0 0 0 Confl. Peds. (#/hr) 5 6 6 5 Confl. Bikes (#/hr) 2 4 Turn Type pm+pt NA NA Perm Perm NA Protected Phases 1 6 2 4 Permitted Phases 6 2 2 4 Actuated Green, G (s) 138.2 138.2 138.2 9.8 Effective Green, g (s) 138.2 138.2 138.2 9.8 Actuated g/C Ratio 0.86 0.86 0.86 0.06 Clearance Time (s) 6.0 6.0 6.0 6.0 Vehicle Extension (s) 1.0 1.0 1.0 2.5 Lane Grp Cap (vph) 1917 3056 1333 107 v/s Ratio Prot 0.18 v/s Ratio Perm c0.67 0.12 0.03 v/c Ratio 0.78 0.21 0.13 0.46 Uniform Delay, d1 4.6 1.8 1.7 72.5 Progression Factor 1.26 2.58 3.99 1.00 Incremental Delay, d2 1.8 0.2 0.2 2.3 Delay (s) 7.5 4.8 6.9 74.8 Level of Service A A A E Approach Delay (s) 7.5 5.3 74.8 0.0 Approach LOS A A E A Intersection Summary NOTICE This submittal needs to be schebu led bra public hearing In aaord ana with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decia on. 0 PZ-21-10809 12/16/21 R94- E coos 1900 1900 HCM 2000 Control Delay 8.7 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.79 Actuated Cycle Length (s) 160.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 76.2% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn 4 PURL/ Lanes, Volumes, Timings 10: NW 2nd Avenue & NW 54th Street G 0 a Lane Group Lane Configurations Traffic Volume (vph) Future Volume (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode Intersection Summary 4- t EBL EBT WBL WBT NBL NBT NBR SBL SBT t t 19 + r* 19 + 95 811 73 537 45 211 108 47 219 7 95 811 73 537 45 211 108 47 219 70 Perm NA Perm NA Perm NA Perm Perm NA Perm 6 2 4 8 6 2 4 4 8 8 NOTICE Ibis submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body will resiew the information at the pubec hearing to render a recommended on or a final decla on. 6 6 2 2 4 4 4 8 8 8 7.0 29.4 100.0 62.5% 4.4 2.0 0.0 6.4 7.0 29.4 100.0 62.5% 4.4 2.0 0.0 6.4 7.0 29.4 100.0 62.5% 4.4 2.0 0.0 6.4 7.0 29.4 100.0 62.5% 4.4 2.0 0.0 6.4 7.0 30.0 60.0 37.5% 4.0 2.0 0.0 6.0 7.0 30.0 60.0 37.5% 4.0 2.0 0.0 6.0 7.0 30.0 60.0 37.5% 4.0 2.0 0.0 6.0 7.0 30.0 60.0 37.5% 4.0 2.0 0.0 6.0 7.0 30.0 60.0 37.5% 4.0 2.0 0.0 6.0 7.0 30.0 60.0 37.5% 4.0 2.0 0.0 6.0 C-Max C-Max C-Max C-Max None None None None None None 44, RiVIEW CO' PZ-21-10809 12/16/21 Cycle Length: 160 Actuated Cycle Length: 160 Offset: 6 (4%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 60 Control Type: Actuated -Coordinated Splits and Phases: 10: NW 2nd Avenue & NW 54th Street 01 411- 02 (R} 100s 71IC T . OE: 06(R) 100s I K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn 4 PUBL ic HCM 6th Signalized Intersection Summary 10: NW 2nd Avenue & NW 54th Street G 0 a Movement Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Work Zone On Approach Adj Sat Flow, veh/h/In Adj Flow Rate, veh/h Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/In Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %ile BackOfQ(50%),veh/In Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh LnGrp LOS Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s Intersection Summary EBL EBT EBR WBL t"r419 95 811 52 73 95 811 52 73 0 1.00 1.00 1856 100 0.95 3 627 0.99 789 100 789 0.5 1.0 1.00 627 0.16 627 1.33 0.53 0.3 0.3 0.0 0.1 0.6 A 4- WBT WBR NBL NBT NBR t"r419 + 537 62 45 211 108 4 537 62 45 211 108 47 0 0 0 0 0 0 0 0 0 1.00 1.00 1.00 1.00 0.97 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 No No No 1856 1856 1856 1856 1856 1856 1856 1856 1856 854 55 77 565 65 47 222 114 49 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 3 3 3 3 3 3 3 3 3 2491 160 492 2360 271 114 337 278 118 0.99 0.99 0.99 0.99 0.99 0.18 0.18 0.18 0.18 3362 217 608 3185 366 1063 1856 1533 1033 448 461 77 312 318 47 222 114 49 1763 1816 608 1763 1788 1063 1856 1533 1033 0.9 0.9 0.5 0.5 0.5 6.9 17.8 10.5 7.4 0.9 0.9 1.4 0.5 0.5 25.5 17.8 10.5 25.2 0.12 1.00 0.20 1.00 1.00 1.00 1306 1345 492 1306 1325 114 337 278 118 0.34 0.34 0.16 0.24 0.24 0.41 0.66 0.41 0.42 1306 1345 492 1306 1325 280 626 517 279 1.33 1.33 1.33 1.33 1.33 1.00 1.00 1.00 1.00 0.53 0.53 0.84 0.84 0.84 1.00 1.00 1.00 1.00 0.3 0.3 0.3 0.3 0.3 73.1 60.9 57.9 72.6 0.4 0.4 0.6 0.4 0.4 1.8 1.6 0.7 1.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.4 0.1 0.3 0.3 2.0 8.6 4.2 2.0 NOTICE This submittal needs to be schebu led bra public hearing In aaord ana with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decia on. 0.7 0.7 0.9 A A A 1009 0.7 A 2 125.0 6.4 93.6 3.4 1.8 4 35.0 6.0 54.0 27.5 1.5 0.7 0.7 74.9 62.5 A A E E 707 383 0.7 62.9 A E 6 125.0 6.4 93.6 3.0 2.5 8 35.0 6.0 54.0 27.2 1.5 PZ-21-10809 12/16/21 ' VIEW G ° 1.00 No 1856 231 0.95 3 337 0.18 1856 231 1856 18.6 18.6 337 0.69 626 1.00 1.00 61.2 1.8 0.0 9.0 0 0.97 1.00 1856 74 0.95 3 278 0.18 1531 74 1531 6.7 6.7 1.00 278 0.27 517 1.00 1.00 56.3 0.4 0.0 2.6 58.6 74.3 63.1 56.7 EEEE 354 63.3 E HCM 6th Ctrl Delay HCM 6th LOS 19.4 B K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn 4 PURL/ Lanes, Volumes, Timings 11: North Miami Avenue & NW 54th Street/NE 54th Street G 0 T Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations 19 19 19 19 Traffic Volume (vph) 195 690 174 426 83 366 106 654 Future Volume (vph) 195 690 174 426 83 366 106 654 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 3 8 7 4 1 6 5 2 Permitted Phases 8 4 6 2 Detector Phase 3 8 7 4 1 6 5 2 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 7.0 5.0 7.0 Minimum Split (s) 11.4 32.4 11.4 32.4 11.4 33.4 11.4 33.4 Total Split (s) 18.0 62.0 18.0 62.0 18.0 62.0 18.0 62.0 Total Split (%) 11.3% 38.8% 11.3% 38.8% 11.3% 38.8% 11.3% 38.8% Yellow Time (s) 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.4 6.4 6.4 6.4 6.4 6.4 6.4 6.4 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None C-Max None C-Max Intersection Summary NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appll®de decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 sN SEW cO�Qv Cycle Length: 160 Actuated Cycle Length: 160 Offset: 36 (23%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 90 Control Type: Actuated -Coordinated Splits and Phases: 11: North Miami Avenue & NW 54th Street/NE 54th Street l 01 02 4R? 0? 1-04 18s 62s if 1 18 s 62s 05 106 4R) 07 08 18s 62s 7 118s 62s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn HCM 6th Signalized Intersection Summary 11: North Miami Avenue & NW 54th Street/NE 54th Street c Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations 19 f 19 19 Traffic Volume (veh/h) 195 690 67 174 426 66 83 366 120 1 Future Volume (veh/h) 195 690 67 174 426 66 83 366 120 106 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 210 742 72 187 458 71 89 394 129 114 703 128 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap,veh/h 283 839 81 199 790 122 337 1205 389 466 1395 254 Arrive On Green 0.07 0.26 0.26 0.07 0.26 0.26 0.05 0.61 0.61 0.06 0.62 0.62 Sat Flow, veh/h 1767 3243 315 1767 3057 471 1767 2608 843 1767 2971 540 Grp Volume(v), veh/h 210 403 411 187 263 266 89 265 258 114 417 414 Grp Sat Flow(s),veh/h/In 1767 1763 1795 1767 1763 1765 1767 1763 1688 1767 1763 1748 Q Serve(g_s), s 11.6 35.2 35.2 11.6 20.8 21.1 4.2 11.6 11.9 5.5 20.7 20.8 Cycle Q Clear(g_c), s 11.6 35.2 35.2 11.6 20.8 21.1 4.2 11.6 11.9 5.5 20.7 20.8 Prop In Lane 1.00 0.18 1.00 0.27 1.00 0.50 1.00 0.31 Lane Grp Cap(c), veh/h 283 456 464 199 456 456 337 814 780 466 828 821 V/C Ratio(X) 0.74 0.88 0.89 0.94 0.58 0.58 0.26 0.32 0.33 0.24 0.50 0.50 Avail Cap(c_a), veh/h 283 613 624 199 613 613 396 814 780 511 828 821 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 0.94 0.94 0.94 0.85 0.85 0.85 0.98 0.98 0.98 1.00 1.00 1.00 Uniform Delay (d), s/veh 46.4 57.0 57.0 47.3 51.7 51.8 22.0 18.8 18.9 20.8 19.8 19.8 Incr Delay (d2), s/veh 8.4 10.1 10.0 42.2 0.7 0.7 0.2 1.0 1.1 0.1 2.2 2.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 3.1 17.0 17.3 7.9 9.4 9.5 1.8 4.7 4.6 2.3 8.3 8.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 54.8 67.1 67.1 89.5 52.4 52.5 22.2 19.9 20.0 20.9 22.0 22.0 LnGrp LOS D E E F DDCBBCCC Approach Vol, veh/h 1024 716 612 945 Approach Delay, s/veh 64.6 62.1 20.3 21.9 Approach LOS E E C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 This submittal needs to be schebu led bra public hearing In aaord ana with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decla on. Phs Duration (G+Y+Rc), s 12.7 81.5 18.0 47.8 13.9 80.3 18.0 47.8 Change Period (Y+Rc), s 6.4 6.4 6.4 6.4 6.4 6.4 6.4 6.4 Max Green Setting (Gmax), s 11.6 55.6 11.6 55.6 11.6 55.6 11.6 55.6 Max Q Clear Time (g_c+I1), s 6.2 22.8 13.6 23.1 7.5 13.9 13.6 37.2 Green Ext Time (p_c), s 0.0 2.0 0.0 2.8 0.0 1.2 0.0 4.2 Intersection Summary HCM 6th Ctrl Delay HCM 6th LOS 43.6 K:1FTL_TPTO1043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn 4 P U Lanes, Volumes, Timings 12: NE 2nd Avenue & NE 54th Street G 0 T Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations 19 19 1 1 Traffic Volume (vph) 80 623 84 420 113 512 146 683 Future Volume (vph) 80 623 84 420 113 512 146 683 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 8 4 6 2 Permitted Phases 8 4 6 2 Detector Phase 8 8 4 4 6 6 2 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 29.0 29.0 29.0 29.0 31.0 31.0 31.0 31.0 Total Split (s) 45.0 45.0 45.0 45.0 75.0 75.0 75.0 75.0 Total Split (%) 37.5% 37.5% 37.5% 37.5% 62.5% 62.5% 62.5% 62.5% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead -Lag Optimize? Recall Mode None None None None C-Max C-Max C-Max C-Max Intersection Summary NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 sN 1 SEW cO�Qv Cycle Length: 120 Actuated Cycle Length: 120 Offset: 64 (53%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 70 Control Type: Actuated -Coordinated Splits and Phases: 12: NE 2nd Avenue & NE 54th Street IF 2(R) 1- 04 75s 45s } 06 {ROju 75s # 45s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn 4 PUBL ic HCM 6th Signalized Intersection Summary 12: NE 2nd Avenue & NE 54th Street G 0 a A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations 19 f 19 f "pi Traffic Volume (veh/h) 80 623 127 84 420 75 113 512 110 14 Future Volume (veh/h) 80 623 127 84 420 75 113 512 110 146 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 81 629 128 85 424 76 114 517 111 147 690 102 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap,veh/h 247 942 191 156 965 172 286 850 183 395 908 134 Arrive On Green 0.32 0.32 0.32 0.32 0.32 0.32 0.77 0.77 0.77 0.77 0.77 0.77 Sat Flow, veh/h 889 2913 592 702 2986 531 679 1474 316 791 1575 233 Grp Volume(v), veh/h 81 380 377 85 249 251 114 0 628 147 0 792 Grp Sat Flow(s),veh/h/In 889 1763 1742 702 1763 1754 679 0 1791 791 0 1808 Q Serve(g_s), s 9.5 22.3 22.4 14.3 13.4 13.6 14.5 0.0 18.4 12.9 0.0 29.3 Cycle Q Clear(g_c), s 23.1 22.3 22.4 36.7 13.4 13.6 43.8 0.0 18.4 31.3 0.0 29.3 Prop In Lane 1.00 0.34 1.00 0.30 1.00 0.18 1.00 0.13 Lane Grp Cap(c), veh/h 247 570 563 156 570 567 286 0 1033 395 0 1043 V/C Ratio(X) 0.33 0.67 0.67 0.55 0.44 0.44 0.40 0.00 0.61 0.37 0.00 0.76 Avail Cap(c_a), veh/h 248 573 566 157 573 570 286 0 1033 395 0 1043 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 0.54 0.54 0.54 1.00 1.00 1.00 0.36 0.00 0.36 1.00 0.00 1.00 Uniform Delay (d), s/veh 41.2 35.0 35.1 50.9 32.0 32.1 21.6 0.0 8.1 14.9 0.0 9.3 Incr Delay (d2), s/veh 0.3 1.5 1.5 3.1 0.4 0.4 1.5 0.0 1.0 2.7 0.0 5.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 2.1 9.8 9.7 2.6 5.8 5.8 2.3 0.0 5.1 2.4 0.0 8.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 41.5 36.5 36.6 54.0 32.4 32.5 23.1 0.0 9.0 17.6 0.0 14.5 LnGrp LOS DDDDCCC A A B A B Approach Vol, veh/h 838 585 742 939 Approach Delay, s/veh 37.0 35.6 11.2 15.0 Approach LOS D D B B NOTICE This submittal needs to be schebu led bra public hearing In aaord ana with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decia on. Timer - Assigned Phs 2 4 6 8 PZ-21-10809 12/16/21 co' Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s Intersection Summary 75.2 44.8 75.2 44.8 6.0 6.0 6.0 6.0 69.0 39.0 69.0 39.0 33.3 38.7 45.8 25.1 2.7 0.1 2.1 3.8 HCM 6th Ctrl Delay 23.9 HCM 6th LOS C K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn 4 PURL/ Lanes, Volumes, Timings 13: NE 3rd Avenue & NE 54th Street G 0 t Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Lane Configurations 44 r* 19 1 Traffic Volume (vph) 41 693 143 234 367 181 0 17 1 Future Volume (vph) 41 693 143 234 367 181 0 17 1 Turn Type Perm NA Perm Prot NA pm+pt NA Perm NA Protected Phases 2 1 6 3 8 4 Permitted Phases 2 2 8 4 Detector Phase 2 2 2 1 6 3 8 4 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 24.0 24.0 24.0 11.0 24.0 11.0 24.0 24.0 24.0 Total Split (s) 49.0 49.0 49.0 32.0 81.0 15.0 39.0 24.0 24.0 Total Split (%) 40.8% 40.8% 40.8% 26.7% 67.5% 12.5% 32.5% 20.0% 20.0% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lag Lag Lag Lead Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Recall Mode C-Max C-Max C-Max None C-Max None None None None Intersection Summary NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 sN SEW cO�Qv Cycle Length: 120 Actuated Cycle Length: 120 Offset: 52 (43%), Referenced to phase 2:EBTL and 6:WBT, Start of Yellow Natural Cycle: 80 Control Type: Actuated -Coordinated Splits and Phases: 13: NE 3rd Avenue & NE 54th Street 1(01 1 lv • n1 02 CR)I 3 s 49s 11 15s -ems tOU 06 (R) 81s s-<gc K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn 4 PUBLic HCM 6th Signalized Intersection Summary 13: NE 3rd Avenue & NE 54th Street G 0 a Movement Lane Configurations Traffic Volume (veh/h) 41 Future Volume (veh/h) 41 Initial Q (Qb), veh 0 Ped-Bike Adj(A_pbT) 1.00 Parking Bus, Adj 1.00 Work Zone On Approach Adj Sat Flow, veh/h/In 1856 Adj Flow Rate, veh/h 44 Peak Hour Factor 0.93 Percent Heavy Veh, % 3 Cap, veh/h 101 Arrive On Green 0.68 Sat Flow, veh/h 133 Grp Volume(v), veh/h 411 Grp Sat Flow(s),veh/h/In 1734 Q Serve(g_s), s 0.0 Cycle Q Clear(g_c), s 12.2 Prop In Lane 0.11 Lane Grp Cap(c), veh/h 913 V/C Ratio(X) 0.45 Avail Cap(c_a), veh/h 913 HCM Platoon Ratio 1.33 Upstream Filter(I) 1.00 Uniform Delay (d), s/veh 11.6 Incr Delay (d2), s/veh 1.6 Initial Q Delay(d3),s/veh 0.0 %ile BackOfQ(50%),veh/In 4.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 13.2 LnGrp LOS B Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs 1 Phs Duration (G+Y+Rc), s 25.1 Change Period (Y+Rc), s 6.0 Max Green Setting (Gmax), s 26.0 Max Q Clear Time (g_c+I1), s 18.7 Green Ext Time (p_c), s 0.4 Intersection Summary 1.00 No 1856 745 0.93 3 1627 0.68 3205 378 1604 13.4 13.4 814 0.46 814 1.33 1.00 11.8 1.9 0.0 4.4 13.7 B 943 13.0 B 2 66.9 6.0 43.0 15.4 6.2 EBL EBT EBR WBL 693 143 693 143 0 0 0.97 1.00 1856 154 0.93 3 777 0.68 1531 154 1531 4.5 4.5 1.00 777 0.20 777 1.33 1.00 10.3 0.6 0.0 1.6 19 234 234 0 1.00 1.00 1856 252 0.93 3 281 0.21 1767 252 1767 16.7 16.7 1.00 281 0.90 383 1.33 1.00 46.4 18.5 0.0 8.4 4- WBT WBR NBL NBT NBR 1 1 367 10 181 0 203 1 367 10 181 0 203 17 0 0 0 0 0 0 0 0 1.00 0.99 1.00 0.99 0.98 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 No No No 1856 1856 1856 1856 1856 1856 1856 1856 395 11 195 0 218 18 1 42 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 3 3 3 3 3 3 3 3 2510 70 281 0 287 57 8 59 0.95 0.95 0.08 0.00 0.18 0.06 0.06 0.06 3503 97 1767 0 1565 311 145 1006 198 208 195 0 218 61 0 0 1763 1838 1767 0 1565 1461 0 0 0.7 0.7 9.0 0.0 15.9 3.1 0.0 0.0 0.7 0.7 9.0 0.0 15.9 4.8 0.0 0.0 0.05 1.00 1.00 0.30 0.69 1263 1317 281 0 287 124 0 0 0.16 0.16 0.69 0.00 0.76 0.49 0.00 0.00 1263 1317 281 0 430 253 0 0 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 0.8 0.8 49.0 0.0 46.5 55.4 0.0 0.0 0.3 0.3 7.2 0.0 4.3 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.3 6.2 0.0 6.5 1.9 0.0 0.0 NOTICE This submittal needs to be schebu led bra public hearing In aaord ana with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decia on. 10.9 64.8 1.1 B E A 658 25.5 3 15.0 6.0 9.0 11.0 0.0 4 13.0 6.0 18.0 6.8 0.2 1.1 56.3 A E 6 92.0 6.0 75.0 2.7 2.7 PZ-21-10809 12/16/21 sN 4C•i) EW GO�Qv 0.0 50.8 58.4 0.0 0.0 A D E A A 413 61 53.4 58.4 D E 8 28.0 6.0 33.0 17.9 1.1 HCM 6th Ctrl Delay HCM 6th LOS 26.3 C K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn 4 P U Lanes, Volumes, Timings 14: Federal Highway & NE 54th Street G 0 4- t Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations 4144 4T4 19 + r* 19 "ri Traffic Volume (vph) 96 649 87 377 122 190 140 68 341 Future Volume (vph) 96 649 87 377 122 190 140 68 341 Turn Type Perm NA pm+pt NA pm+pt NA pm+ov Perm NA Protected Phases 6 5 2 7 4 5 8 Permitted Phases 6 2 4 4 8 Detector Phase 6 6 5 2 7 4 5 8 8 Switch Phase Minimum Initial (s) 7.0 7.0 5.0 7.0 5.0 7.0 5.0 7.0 7.0 Minimum Split (s) 28.0 28.0 11.0 28.0 11.0 32.0 11.0 32.0 32.0 Total Split (s) 54.0 54.0 16.0 70.0 16.0 50.0 16.0 34.0 34.0 Total Split (%) 45.0% 45.0% 13.3% 58.3% 13.3% 41.7% 13.3% 28.3% 28.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 3.0 2.0 3.0 3.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 7.0 6.0 7.0 7.0 Lead/Lag Lag Lag Lead Lead Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Recall Mode C-Max C-Max None C-Max None None None None None Intersection Summary NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 sN 1 SEW cO�Qv Cycle Length: 120 Actuated Cycle Length: 120 Offset: 79 (66%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 85 Control Type: Actuated -Coordinated Splits and Phases: 14: Federal Highway & NE 54th Street 02 (R) 70s T 5us f 5 lD7 • v 06(R) 16s 54s 1 16s Jos K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn PUBL ic HCM Signalized Intersection Capacity Analysis 14: Federal Highway & NE 54th Street 4 0 a Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations 4 i 414 19 + r* Traffic Volume (vph) 96 649 203 87 377 28 122 190 140 6 Future Volume (vph) 96 649 203 87 377 28 122 190 140 68 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.0 7.0 6.0 7.0 Lane Util. Factor 0.91 0.95 1.00 1.00 1.00 1.00 Frpb, ped/bikes 0.99 1.00 1.00 1.00 0.98 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99 Frt 0.97 0.99 1.00 1.00 0.85 1.00 Flt Protected 0.99 0.99 0.95 1.00 1.00 0.95 Satd. Flow (prot) 4855 3471 1770 1863 1553 1758 Flt Permitted 0.80 0.57 0.12 1.00 1.00 0.63 Satd. Flow (perm) 3896 2006 223 1863 1553 1163 Peak -hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 104 705 221 95 410 30 133 207 152 74 RTOR Reduction (vph) 0 39 0 0 4 0 0 0 61 0 Lane Group Flow (vph) 0 991 0 0 531 0 133 207 91 74 Confl. Peds. (#/hr) 5 6 6 5 3 6 6 Confl. Bikes (#/hr) 1 2 Turn Type Perm NA pm+pt NA pm+pt NA pm+ov Perm NA Protected Phases 6 5 2 7 4 5 8 Permitted Phases 6 2 4 4 8 Actuated Green, G (s) 53.0 64.0 43.0 43.0 48.0 27.4 27.4 Effective Green, g (s) 53.0 64.0 43.0 43.0 48.0 27.4 27.4 Actuated g/C Ratio 0.44 0.53 0.36 0.36 0.40 0.23 0.23 Clearance Time (s) 6.0 6.0 6.0 7.0 6.0 7.0 7.0 Vehicle Extension (s) 1.0 1.0 2.0 2.5 2.0 2.5 2.5 Lane Grp Cap (vph) 1720 1130 203 667 621 265 409 v/s Ratio Prot c0.02 c0.05 0.11 0.01 c0.26 v/s Ratio Perm c0.25 0.23 0.18 0.05 0.06 v/c Ratio 0.58 0.47 0.66 0.31 0.15 0.28 1.14 Uniform Delay, d1 25.1 17.4 30.6 27.8 23.0 38.2 46.3 Progression Factor 0.64 1.26 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.3 0.1 5.7 0.2 0.0 0.4 89.6 Delay (s) 17.4 22.0 36.3 28.0 23.0 38.6 135.9 Level of Service B C DCCD F Approach Delay (s) 17.4 22.0 28.7 122.8 Approach LOS B C C F Intersection Summary NOTICE This submittal needs to be schebu led bra public hearing In aaord ana with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decia on. PZ-21-10809 12/16/21 R � TVs Ew CO�Q 1900 7.0 1.00 1.00 1.00 0.97 1.00 1794 1.00 1794 0.92 0.92 371 105 8 0 468 0 3 1 1900 HCM 2000 Control Delay 42.7 HCM 2000 Volume to Capacity ratio 0.75 Actuated Cycle Length (s) 120.0 Intersection Capacity Utilization 89.0% Analysis Period (min) 15 c Critical Lane Group HCM 2000 Level of Service Sum of lost time (s) ICU Level of Service D 25.0 E K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn 4 P U Lanes, Volumes, Timings 15: Biscayne Boulevard & NE 54th Street G 0 t Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations 19 r* r* Traffic Volume (vph) 447 364 193 1079 1780 303 Future Volume (vph) 447 364 193 1079 1780 303 Turn Type Prot pm+ov pm+pt NA NA Perm Protected Phases 8 1 1 6 2 Permitted Phases 8 6 2 Detector Phase 8 1 1 6 2 2 Switch Phase Minimum Initial (s) 7.0 5.0 5.0 7.0 7.0 7.0 Minimum Split (s) 34.4 11.0 11.0 29.0 29.0 29.0 Total Split (s) 33.0 16.0 16.0 87.0 71.0 71.0 Total Split (%) 27.5% 13.3% 13.3% 72.5% 59.2% 59.2% Yellow Time (s) 4.4 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 3.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.4 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode None None None C-Max C-Max C-Max Intersection Summary NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 sN 1 SEW cO�Qv Cycle Length: 120 Actuated Cycle Length: 120 Offset: 85 (71%), Referenced to phase 2:SBT and 6:NBTL, Start of Green Natural Cycle: 110 Control Type: Actuated -Coordinated Splits and Phases: 15: Biscayne Boulevard & NE 54th Street ti 01 • 02 08 16 s} 71 s 106 (R) V 87 s 33 s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn PURL/ HCM 6th Signalized Intersection Summary 15: Biscayne Boulevard & NE 54th Street 4 0 t Movement EBL EBR NBL NBT SBT SBR Lane Configurations vivi r* vi ++ ++ r* Traffic Volume (veh/h) 447 364 193 1079 1780 303 Future Volume (veh/h) 447 364 193 1079 1780 303 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/In 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 461 375 199 1112 1835 312 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 3 3 3 3 3 3 Cap, veh/h 731 467 215 2380 1910 829 Arrive On Green 0.21 0.21 0.17 1.00 0.54 0.54 Sat Flow, veh/h 3428 1572 1767 3618 3618 1530 NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 sN SEW cO�Qv Grp Volume(v), veh/h 461 375 199 1112 1835 312 Grp Sat Flow(s),veh/h/In 1714 1572 1767 1763 1763 1530 Q Serve(g_s), s 14.7 25.6 8.6 0.0 59.7 14.1 Cycle Q Clear(g_c), s 14.7 25.6 8.6 0.0 59.7 14.1 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 731 467 215 2380 1910 829 V/C Ratio(X) 0.63 0.80 0.92 0.47 0.96 0.38 Avail Cap(c_a), veh/h 731 467 215 2380 1910 829 HCM Platoon Ratio 1.00 1.00 2.00 2.00 1.00 1.00 Upstream Filter(I) 0.84 0.84 0.86 0.86 1.00 1.00 Uniform Delay (d), s/veh 42.9 39.0 33.1 0.0 26.3 15.8 Incr Delay (d2), s/veh 1.3 8.2 36.3 0.6 13.2 1.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 6.3 11.2 7.5 0.2 27.2 5.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 44.2 47.1 69.4 0.6 39.5 17.1 LnGrp LOS DDE A D B Approach Vol, veh/h 836 1311 2147 Approach Delay, s/veh 45.5 11.0 36.3 Approach LOS D B D Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 16.0 71.0 87.0 33.0 Change Period (Y+Rc), s 6.0 6.0 6.0 7.4 Max Green Setting (Gmax), s 10.0 65.0 81.0 25.6 Max Q Clear Time (g_c+I1), s 10.6 61.7 2.0 27.6 Green Ext Time (p_c), s 0.0 2.2 3.6 0.0 Intersection Summary HCM 6th Ctrl Delay 30.4 HCM 6th LOS C Notes User approved pedestrian interval to be less than phase max green. K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn 4 P U Lanes, Volumes, Timings 16: NE 2nd Avenue & NE 51st Street G 0 4- t Lane Group EBL EBT WBL WBT NBL NBT SBL SBT SBR Lane Configurations 1 1 1 19 I, r* Traffic Volume (vph) 44 27 146 26 29 617 76 738 62 Future Volume (vph) 44 27 146 26 29 617 76 738 62 Turn Type Prot NA Prot NA pm+pt NA pm+pt NA Perm Protected Phases 3 8 7 4 1 6 5 2 Permitted Phases 6 2 2 Detector Phase 3 8 7 4 1 6 5 2 2 Switch Phase Minimum Initial (s) 7.0 14.0 5.0 14.0 5.0 14.0 5.0 14.0 14.0 Minimum Split (s) 25.0 33.0 11.0 33.0 11.0 33.0 11.0 33.0 33.0 Total Split (s) 25.0 33.0 25.0 33.0 11.0 51.0 11.0 51.0 51.0 Total Split (%) 20.8% 27.5% 20.8% 27.5% 9.2% 42.5% 9.2% 42.5% 42.5% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None C-Max None C-Max C-Max Intersection Summary NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 sN 1 SEW cO�Qv Cycle Length: 120 Actuated Cycle Length: 120 Offset: 42 (35%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 135 Control Type: Actuated -Coordinated Splits and Phases: 16: NE 2nd Avenue & NE 51st Street #\ 01 02 (R) f 03 1- :�? 11s 51s 25s 33s -: \PI5 At06 (R) i7 08 11s 51s 25s 33s [ K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn HCM 6th Signalized Intersection Summary 16: NE 2nd Avenue & NE 51st Street Movement Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Work Zone On Approach Adj Sat Flow, veh/h/In Adj Flow Rate, veh/h Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/In Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %ile BackOfQ(50%),veh/In Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh LnGrp LOS Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s Intersection Summary c EBL EBT EBR WBL 44 27 34 146 44 27 34 146 0 0 0 0 1.00 0.98 1.00 1.00 1.00 1.00 1.00 No 1870 1870 1870 1870 50 31 39 166 0.88 0.88 0.88 0.88 2 2 2 2 104 102 128 194 0.06 0.14 0.14 0.11 1781 743 935 1781 50 0 70 166 1781 0 1677 1781 3.3 0.0 4.5 11.0 3.3 0.0 4.5 11.0 1.00 0.56 1.00 104 0 229 194 0.48 0.00 0.31 0.85 282 0 377 282 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 54.7 0.0 46.7 52.5 2.5 0.0 0.3 11.2 0.0 0.0 0.0 0.0 1.5 0.0 1.9 5.5 57.3 0.0 46.9 63.7 E A D E 120 51.3 D 1 11.0 6.0 5.0 3.0 0.0 2 67.5 6.0 45.0 44.5 0.2 3 13.0 6.0 19.0 5.3 0.0 4 28.5 6.0 27.0 11.7 0.3 This submittal needs to be schebu led bra public hearing In aaord ana with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decla on. WBT WBR NBL NBT NBR 26 102 29 617 132 7 26 102 29 617 132 76 0 0 0 0 0 0 0.98 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 No No No 1870 1870 1870 1870 1870 1870 1870 1870 30 116 33 701 150 86 839 0 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 2 2 2 2 2 2 2 2 62 241 238 768 164 208 959 0.19 0.19 0.06 0.68 0.68 0.05 0.68 0.00 332 1283 1781 1492 319 1781 1870 1585 0 146 33 0 851 86 839 0 0 1615 1781 0 1811 1781 1870 1585 0.0 9.7 1.0 0.0 47.4 2.7 42.5 0.0 0.0 9.7 1.0 0.0 47.4 2.7 42.5 0.0 0.79 1.00 0.18 1.00 1.00 0 303 238 0 932 208 959 0.00 0.48 0.14 0.00 0.91 0.41 0.88 0 363 238 0 932 212 959 1.00 1.00 1.33 1.33 1.33 1.33 1.33 1.33 0.00 1.00 1.00 0.00 1.00 0.60 0.60 0.00 0.0 43.6 19.8 0.0 16.6 23.0 16.1 0.0 0.0 0.4 0.1 0.0 14.7 0.8 7.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.9 0.4 0.0 19.0 1.1 15.9 0.0 0.0 A 312 54.5 D 5 10.7 6.0 5.0 4.7 0.0 PZ-21-10809 12/16/21 0 1.00 1.00 44.0 19.9 0.0 31.3 23.8 23.1 0.0 D B A CCC 884 925 A 30.9 23.2 6 67.8 6.0 45.0 49.4 0.0 7 19.1 6.0 19.0 13.0 0.1 C 8 22.4 6.0 27.0 6.5 0.1 HCM 6th Ctrl Delay HCM 6th LOS Notes 32.1 C Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay. K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn 4 P U Lanes, Volumes, Timings 17: Biscayne Boulevard & NE 50th Terrace G 0 t Lane Group WBL NBT SBL SBT Lane Configurations t Traffic Volume (vph) 86 1279 42 2071 Future Volume (vph) 86 1279 42 2071 Turn Type Perm NA Perm NA Protected Phases 6 2 Permitted Phases 4 2 Detector Phase 4 6 2 2 Switch Phase Minimum Initial (s) 7.0 14.0 14.0 14.0 Minimum Split (s) 35.0 20.0 20.0 20.0 Total Split (s) 31.0 89.0 89.0 89.0 Total Split (%) 25.8% 74.2% 74.2% 74.2% Yellow Time (s) 4.0 4.0 4.0 4.0 All -Red Time (s) 3.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 6.0 6.0 6.0 Lead/Lag Lead -Lag Optimize? Recall Mode None C-Max C-Max C-Max Intersection Summary NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 sN 1 SEW cO�Qv Cycle Length: 120 Actuated Cycle Length: 120 Offset: 106 (88%), Referenced to phase 2:SBTL and 6:NBT, Start of Green Natural Cycle: 100 Control Type: Actuated -Coordinated Splits and Phases: 17: Biscayne Boulevard & NE 50th Terrace F T 02 4R) r s 89s 3is IF1 } 06 (R) 39 s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn P U HCM Signalized Intersection Capacity Analysis 17: Biscayne Boulevard & NE 50th Terrace 4 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations V t ++ Traffic Volume (vph) 86 22 1279 55 42 2071 Future Volume (vph) 86 22 1279 55 42 2071 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time (s) 7.0 6.0 6.0 6.0 Lane Util. Factor 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 Frt 0.97 0.99 1.00 1.00 Flt Protected 0.96 1.00 0.95 1.00 Satd. Flow (prot) 1735 3513 1769 3539 Flt Permitted 0.96 1.00 0.17 1.00 Satd. Flow (perm) 1735 3513 324 3539 NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 sN 1 SEW cO�Qv Peak -hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 89 23 1319 57 43 2135 RTOR Reduction (vph) 9 0 2 0 0 0 Lane Group Flow (vph) 103 0 1374 0 43 2135 Confl. Peds. (#/hr) 1 1 5 5 Confl. Bikes (#/hr) 6 Turn Type Perm NA Perm NA Protected Phases 6 2 Permitted Phases 4 2 Actuated Green, G (s) 12.0 95.0 95.0 95.0 Effective Green, g (s) 12.0 95.0 95.0 95.0 Actuated g/C Ratio 0.10 0.79 0.79 0.79 Clearance Time (s) 7.0 6.0 6.0 6.0 Vehicle Extension (s) 2.5 1.0 1.0 1.0 Lane Grp Cap (vph) 173 2781 256 2801 v/s Ratio Prot 0.39 c0.60 v/s Ratio Perm c0.06 0.13 v/c Ratio 0.60 0.49 0.17 0.76 Uniform Delay, d1 51.7 4.3 3.0 6.6 Progression Factor 1.00 1.00 0.54 0.40 Incremental Delay, d2 4.5 0.6 0.6 0.9 Delay (s) 56.2 4.9 2.2 3.5 Level of Service E A A A Approach Delay (s) 56.2 4.9 3.4 Approach LOS E A A Intersection Summary HCM 2000 Control Delay 5.6 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.74 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 13.0 Intersection Capacity Utilization 74.8% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn 4 PURL/ Lanes, Volumes, Timings 18: North Miami Avenue & NW 46th Street/NE 46th Street G 0 T Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations 19 Traffic Volume (vph) 35 52 39 32 10 493 10 908 Future Volume (vph) 35 52 39 32 10 493 10 908 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 8 4 6 2 Permitted Phases 8 4 6 2 Detector Phase 8 8 4 4 6 6 2 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 29.3 29.3 29.3 29.3 23.4 23.4 23.4 23.4 Total Split (s) 32.0 32.0 32.0 32.0 48.0 48.0 48.0 48.0 Total Split (%) 40.0% 40.0% 40.0% 40.0% 60.0% 60.0% 60.0% 60.0% Yellow Time (s) 4.0 4.0 4.0 4.0 4.4 4.4 4.4 4.4 All -Red Time (s) 2.3 2.3 2.3 2.3 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.3 6.3 6.4 6.4 6.4 6.4 Lead/Lag Lead -Lag Optimize? Recall Mode None None None None C-Max C-Max C-Max C-Max Intersection Summary NOTICE This submittal needs to be schedu lee fora puboc hearing In accordance whh timelines set forth in the City of Miami Code. The appll®de decision -malting body will rodew the information at the pubec hearing to render a recommendation or a final decla on. PZ-21-10809 12/16/21 sN SEW cO�Qv Cycle Length: 80 Actuated Cycle Length: 80 Offset: 8 (10%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 60 Control Type: Actuated -Coordinated Splits and Phases: 18: North Miami Avenue & NW 46th Street/NE 46th Street 4R j 04 18 s} T 32 s 06 (R) -OD3 18s 32s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn HCM 6th Signalized Intersection Summary 18: North Miami Avenue & NW 46th Street/NE 46th Street A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations 19 4 i Traffic Volume (veh/h) 35 52 35 39 32 4 10 493 55 1 Future Volume (veh/h) 35 52 35 39 32 4 10 493 55 10 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 0.98 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 40 59 40 44 36 5 11 560 62 11 1032 33 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap,veh/h 99 90 53 141 97 11 468 2337 258 627 2550 82 Arrive On Green 0.11 0.11 0.11 0.11 0.11 0.11 0.73 0.73 0.73 0.97 0.97 0.97 Sat Flow, veh/h 372 826 484 667 891 97 525 3193 352 796 3484 111 Grp Volume(v), veh/h 139 0 0 85 0 0 11 308 314 11 522 543 Grp Sat Flow(s),veh/h/In 1682 0 0 1656 0 0 525 1763 1783 796 1763 1832 Q Serve(g_s), s 2.7 0.0 0.0 0.0 0.0 0.0 0.5 4.6 4.6 0.1 1.0 1.0 Cycle Q Clear(g_c), s 6.3 0.0 0.0 3.6 0.0 0.0 1.5 4.6 4.6 4.7 1.0 1.0 Prop In Lane 0.29 0.29 0.52 0.06 1.00 0.20 1.00 0.06 Lane Grp Cap(c), veh/h 242 0 0 249 0 0 468 1290 1305 627 1290 1341 V/C Ratio(X) 0.57 0.00 0.00 0.34 0.00 0.00 0.02 0.24 0.24 0.02 0.40 0.40 Avail Cap(c_a), veh/h 581 0 0 566 0 0 468 1290 1305 627 1290 1341 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 0.72 0.72 0.72 Uniform Delay (d), s/veh 34.5 0.0 0.0 33.3 0.0 0.0 3.2 3.5 3.5 0.6 0.3 0.3 Incr Delay (d2), s/veh 1.6 0.0 0.0 0.6 0.0 0.0 0.1 0.4 0.4 0.0 0.7 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 2.7 0.0 0.0 1.6 0.0 0.0 0.0 1.3 1.3 0.0 0.4 0.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 36.0 0.0 0.0 33.9 0.0 0.0 3.3 3.9 3.9 0.6 1.0 1.0 LnGrp LOS D A A C A A A A A A A A Approach Vol, veh/h 139 85 633 1076 Approach Delay, s/veh 36.0 33.9 3.9 1.0 Approach LOS D C A A This submittal needs to be schebu led bra public hearing In accordance with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratl on or a final decia on. Timer - Assigned Phs 2 4 6 8 PZ-21-10809 12/16/21 0 0.98 1.00 Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s Intersection Summary 64.9 15.1 64.9 15.1 6.4 *6.3 6.4 *6.3 41.6 *26 41.6 *26 6.7 5.6 6.6 8.3 2.6 0.3 1.4 0.5 HCM 6th Ctrl Delay HCM 6th LOS Notes 5.9 A * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn 4 PURL/ Lanes, Volumes, Timings 19: NE 2nd Avenue & NE 39th Street G 0 T Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations 43, 44 19 " i "ri Traffic Volume (vph) 68 47 54 58 10 511 89 595 Future Volume (vph) 68 47 54 58 10 511 89 595 Turn Type Perm NA Perm NA pm+pt NA pm+pt NA Protected Phases 8 4 1 6 5 2 Permitted Phases 8 4 6 2 Detector Phase 8 8 4 4 1 6 5 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 5.0 7.0 5.0 7.0 Minimum Split (s) 31.0 31.0 31.0 31.0 11.0 26.0 11.0 26.0 Total Split (s) 31.0 31.0 31.0 31.0 14.0 40.0 14.0 40.0 Total Split (%) 36.5% 36.5% 36.5% 36.5% 16.5% 47.1% 16.5% 47.1% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None None C-Max None C-Max Intersection Summary NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 sN SEW cO�Qv Cycle Length: 85 Actuated Cycle Length: 85 Offset: 46 (54%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 80 Control Type: Actuated -Coordinated Splits and Phases: 19: NE 2nd Avenue & NE 39th Street #� l 01 02. (R) i -, 14s 40s 1 31s 05 At06 (R) 'J:; 14s -lOs 51s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn 4 PUB1. HCM 6th Signalized Intersection Summary 19: NE 2nd Avenue & NE 39th Street G 0 a Movement EBL Lane Configurations Traffic Volume (veh/h) 68 Future Volume (veh/h) 68 Initial Q (Qb), veh 0 Ped-Bike Adj(A_pbT) 0.98 Parking Bus, Adj 1.00 Work Zone On Approach Adj Sat Flow, veh/h/In 1856 Adj Flow Rate, veh/h 75 Peak Hour Factor 0.91 Percent Heavy Veh, % 3 Cap, veh/h 181 Arrive On Green 0.26 Sat Flow, veh/h 455 Grp Volume(v), veh/h 151 Grp Sat Flow(s),veh/h/In 1082 Q Serve(g_s), s 0.0 Cycle Q Clear(g_c), s 10.4 Prop In Lane 0.50 Lane Grp Cap(c), veh/h 342 V/C Ratio(X) 0.44 Avail Cap(c_a), veh/h 391 HCM Platoon Ratio 1.00 Upstream Filter(I) 1.00 Uniform Delay (d), s/veh 26.7 Incr Delay (d2), s/veh 1.1 Initial Q Delay(d3),s/veh 0.0 %ile BackOfQ(50%),veh/In 2.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 27.8 LnGrp LOS C Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs 1 7.1 6.0 8.0 2.3 0.0 Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s Intersection Summary 4- EBT EBR WBL WBT WBR NBL NBT NBR 47 22 54 58 195 10 511 19 47 22 54 58 195 10 511 19 0 0 0 0 0 0 0 0 0.96 0.97 0.94 1.00 0.96 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 No No No 1856 1856 1856 1856 1856 1856 1856 1856 52 24 59 64 214 11 562 21 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 3 3 3 3 3 3 3 3 117 44 103 96 259 320 847 32 0.26 0.26 0.26 0.26 0.26 0.02 0.64 0.64 455 172 206 372 1006 1767 1774 66 0 0 337 0 0 11 0 583 0 0 1584 0 0 1767 0 1840 0.0 0.0 6.3 0.0 0.0 0.3 0.0 17.0 0.0 0.0 16.7 0.0 0.0 0.3 0.0 17.0 0.16 0.18 0.64 1.00 0.04 0 0 458 0 0 320 0 879 0.00 0.00 0.74 0.00 0.00 0.03 0.00 0.66 0 0 512 0 0 462 0 879 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 0.0 0.0 29.5 0.0 0.0 12.7 0.0 11.2 0.0 0.0 5.2 0.0 0.0 0.0 0.0 3.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6.9 0.0 0.0 0.1 0.0 5.9 0.0 0.0 34.7 A A C 151 27.8 C 2 50.0 6.0 34.0 21.9 1.5 4 27.9 6.0 25.0 18.7 1.3 0.0 A 337 34.7 C 5 10.5 6.0 8.0 4.3 0.0 0.0 12.7 A B 6 46.6 6.0 34.0 19.0 1.3 NOTICE This submittal needs to be schebu led bra public hearing In aaord ana with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decia on. 8 89 0 1.00 1.00 1856 98 0.91 3 407 0.07 1767 98 1767 2.3 2.3 1.00 407 0.24 480 1.33 1.00 11.6 0.1 0.0 0.8 PZ-21-10809 12/16/2 1.00 No 1856 654 0.91 3 900 0.69 1741 0 0 0.0 0.0 0 0.00 0 1.33 0.00 0.0 0.0 0.0 0.0 1 ON"' coos 0 0.96 1.00 1856 35 0.91 3 48 0.69 93 689 1834 19.9 19.9 0.05 949 0.73 949 1.33 1.00 9.5 4.8 0.0 6.3 0.0 15.1 11.7 0.0 14.4 A B B A B 594 787 15.1 14.0 B B 8 27.9 6.0 25.0 12.4 0.8 HCM 6th Ctrl Delay HCM 6th LOS 19.2 B K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn PURL/ HCM 6th TWSC 20: Service Vehicle Entrance & NE 54th Street 4 (.•' 0 Intersection Int Delay, s/veh 0 Movement EBT EBR WBL WBT NBL NBR Lane Configurationsi Traffic Vol, veh/h 876 5 0 551 0 0 Future Vol, veh/h 876 5 0 551 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 0 Veh in Median Storage, # 0 0 0 Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 3 3 3 3 3 3 Mvmt Flow 952 5 0 599 0 0 Major/Minor Majorl Major2 Minorl NOTICE This submittal needs to be scheduled fora puboc hearing In accortlancewhh timelines set forth in the City of Kam Code. The applira tie tlecision-mahing bodywlll relew the information at the public hearing to render a recommendation or a final tlecid on. PZ-21-10809 12/16/21 !EW GO�� Conflicting Flow All 0 0 - - 479 Stage 1 Stage 2 Critical Hdwy 5 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy - 3 Pot Cap-1 Maneuver 0 0 748 Stage 1 0 0 Stage 2 0 0 Platoon blocked, % Mov Cap-1 Maneuver - 748 Mov Cap-2 Maneuver Stage 1 Stage 2 Approach EB WB NB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) 0 HCM Lane LOS A HCM 95th %tile Q(veh) K:1FTL_TPT01043752001-Sabal Palm Villagelcalcs\Synchro\Future Total.syn PURL/ HCM 6th TWSC 21: East Driveway & NE 54th Street 4 (.•' 0 Intersection Int Delay, s/veh 0.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurationsi Traffic Vol, veh/h 894 21 0 604 0 52 Future Vol, veh/h 894 21 0 604 0 52 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 0 Veh in Median Storage, # 0 0 0 Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 3 3 3 3 3 3 Mvmt Flow 972 23 0 657 0 57 Major/Minor Majorl Major2 Minorl NOTICE This submittal needs to be scheduled fora puboc hearing In accortlancewhh timelines set forth in the City of Kam Code. The applira tie tlecision-mahing bodywlll relew the information at the public hearing to render a recommendation or a final tlecid on. PZ-21-10809 12/16/21 !EW GO�� Conflicting Flow All 0 0 - - 498 Stage 1 Stage 2 Critical Hdwy 5 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy - 3 Pot Cap-1 Maneuver 0 0 734 Stage 1 0 0 Stage 2 0 0 Platoon blocked, % Mov Cap-1 Maneuver - 734 Mov Cap-2 Maneuver Stage 1 Stage 2 Approach EB WB NB HCM Control Delay, s 0 0 10.3 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h) 734 HCM Lane V/C Ratio 0.077 HCM Control Delay (s) 10.3 HCM Lane LOS B HCM 95th %tile Q(veh) 0.2 K:1FTL_TPT01043752001-Sabal Palm Villagelcalcs\Synchro\Future Total.syn 4 PURL/ G 0 4- Q NOTICE This submittal needs to be' scheduled fora pubic hearing In acoordanre whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubc hearing to render a recommended on or a final decM on. PZ-21-10809 12/16/21 sN SEW cO�Qv Existing P.M. Lanes, Volumes, Timings 1: NW 6th Avenue/I-95 SB Off -Ramp & NW 62nd Street Lane Group EBT WBL WBT SBL SBT Lane Configurations +" i ++ "ri Traffic Volume (vph) 620 341 721 237 305 Future Volume (vph) 620 341 721 237 305 Turn Type NA pm+pt NA Split NA Protected Phases 6 5 2 8 8 Permitted Phases 2 Detector Phase 6 5 2 8 8 Switch Phase Minimum Initial (s) 7.0 5.0 7.0 7.0 7.0 Minimum Split (s) 25.0 11.0 25.0 25.0 25.0 Total Split (s) 69.0 18.0 87.0 46.0 46.0 Total Split (%) 51.9% 13.5% 65.4% 34.6% 34.6% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode C-Max None C-Max None None Intersection Summary This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 133 Actuated Cycle Length: 133 Offset: 33 (25%), Referenced to phase 2:WBTL and 6:EBT, Start of Yellow Natural Cycle: 110 Control Type: Actuated -Coordinated Splits and Phases: 1: NW 6th Avenue/I-95 SB Off -Ramp & NW 62nd Street 02 CRj 8 7 s 1 16 sO8411- , 05 436 CR) 18s 69s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn HCM 6th Signalized Intersection Summary 1: NW 6th Avenue/I-95 SB Off -Ramp & NW 62nd Street This submittal needs to be schebu led bra public hearing In accordance with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decia on. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations 144 ++ Traffic Volume (veh/h) 0 620 282 341 Future Volume (veh/h) 0 620 282 341 Initial Q (Qb), veh 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 Work Zone On Approach No Adj Sat Flow, veh/h/In 0 1856 1856 1856 Adj Flow Rate, veh/h 0 660 300 363 Peak Hour Factor 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 0 3 3 3 Cap, veh/h 0 1107 503 391 Arrive On Green 0.00 0.63 0.63 0.12 Sat Flow, veh/h 0 2429 1062 1767 Grp Volume(v), veh/h 0 498 462 363 Grp Sat Flow(s),veh/h/In 0 1763 1636 1767 Q Serve(g_s), s 0.0 22.3 22.3 12.0 Cycle Q Clear(g_c), s 0.0 22.3 22.3 12.0 Prop In Lane 0.00 0.65 1.00 Lane Grp Cap(c), veh/h 0 835 775 391 V/C Ratio(X) 0.00 0.60 0.60 0.93 Avail Cap(c_a), veh/h 0 835 775 391 HCM Platoon Ratio 1.00 1.33 1.33 1.33 Upstream Filter(I) 0.00 1.00 1.00 0.82 Uniform Delay (d), s/veh 0.0 17.1 17.1 25.5 Incr Delay (d2), s/veh 0.0 3.1 3.4 24.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 0.0 8.6 8.0 9.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 20.2 20.4 49.6 6.1 0.0 LnGrp LOS A CCD A A Approach Vol, veh/h 960 1130 Approach Delay, s/veh 20.3 20.0 Approach LOS C C Timer - Assigned Phs 2 5 6 8 721 0 0 0 0 23 721 0 0 0 0 237 0 0 0 0 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 No No 1856 0 1856 1856 1856 767 0 252 324 415 0.94 0.94 0.94 0.94 0.94 3 0 3 3 3 2147 0 531 222 284 0.81 0.00 0.30 0.30 0.30 3618 0 1767 738 945 767 0 252 0 739 1763 0 1767 0 1683 7.7 0.0 15.5 0.0 40.0 7.7 0.0 15.5 0.0 40.0 0.00 1.00 0.56 2147 0 531 0 506 0.36 0.00 0.47 0.00 1.46 2147 0 531 0 506 1.33 1.00 1.00 1.00 1.00 0.82 0.00 1.00 0.00 1.00 5.7 0.0 37.9 0.0 46.5 0.4 0.0 0.5 0.0 217.7 0.0 0.0 0.0 0.0 0.0 2.5 0.0 6.8 0.0 47.2 PZ-21-10809 12/16/21 38.4 0.0 264.2 D A F 991 206.8 F Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s Intersection Summary 87.0 18.0 69.0 46.0 6.0 6.0 6.0 6.0 81.0 12.0 63.0 40.0 9.7 14.0 24.3 42.0 2.2 0.0 2.5 0.0 HCM 6th Ctrl Delay HCM 6th LOS 80.2 F K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn Lanes, Volumes, Timings 2: NW 6th Avenue/NW 5th Court & NW 62nd Street Lane Group EBL EBT WBT NBT Lane Configurations ++ 1 Traffic Volume (vph) 257 576 704 393 Future Volume (vph) 257 576 704 393 Turn Type pm+pt NA NA NA Protected Phases 1 6 2 4 Permitted Phases 6 Detector Phase 1 6 2 4 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 7.0 Minimum Split (s) 11.0 20.0 20.0 30.0 Total Split (s) 15.0 82.0 67.0 43.0 Total Split (%) 12.0% 65.6% 53.6% 34.4% Yellow Time (s) 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Recall Mode None C-Max C-Max None Intersection Summary This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 125 Actuated Cycle Length: 125 Offset: 106 (85%), Referenced to phase 2:WBT and 6:EBTL, Start of Yellow Natural Cycle: 100 Control Type: Actuated -Coordinated Splits and Phases: 2: NW 6th Avenue/NW 5th Court & NW 62nd Street 01 15s 67s 43s -11"061:P.) 82 s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn HCM 6th Signalized Intersection Summary 2: NW 6th Avenue/NW 5th Court & NW 62nd Street Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations ++ Traffic Volume (veh/h) 257 576 0 0 704 159 568 393 496 Future Volume (veh/h) 257 576 0 0 704 159 568 393 496 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.97 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/In 1856 1856 0 0 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 268 600 0 0 733 166 592 409 517 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 3 3 0 0 3 3 3 3 3 Cap, veh/h 400 2144 0 0 1386 314 383 273 358 Arrive On Green 0.10 0.81 0.00 0.00 0.65 0.65 0.30 0.30 0.30 Sat Flow, veh/h 1767 3618 0 0 2933 643 1294 922 1209 This submittal needs to be schebu led bra public hearing In accordance with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decia on. PZ-21-10809 12/16/21 Grp Volume(v), veh/h 268 600 0 0 455 444 819 0 699 Grp Sat Flow(s),veh/h/In 1767 1763 0 0 1763 1720 1791 0 1634 Q Serve(g_s), s 9.0 5.3 0.0 0.0 17.2 17.2 37.0 0.0 37.0 Cycle Q Clear(g_c), s 9.0 5.3 0.0 0.0 17.2 17.2 37.0 0.0 37.0 Prop In Lane 1.00 0.00 0.00 0.37 0.72 0.74 Lane Grp Cap(c), veh/h 400 2144 0 0 860 839 530 0 484 V/C Ratio(X) 0.67 0.28 0.00 0.00 0.53 0.53 1.55 0.00 1.45 Avail Cap(c_a), veh/h 400 2144 0 0 860 839 530 0 484 HCM Platoon Ratio 1.33 1.33 1.00 1.00 1.33 1.33 1.00 1.00 1.00 Upstream Filter(I) 0.80 0.80 0.00 0.00 0.95 0.95 1.00 0.00 1.00 Uniform Delay (d), s/veh 16.7 5.2 0.0 0.0 14.3 14.3 44.0 0.0 44.0 Incr Delay (d2), s/veh 2.8 0.3 0.0 0.0 2.2 2.3 254.7 0.0 211.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 3.9 1.8 0.0 0.0 6.3 6.2 53.7 0.0 43.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 19.5 5.5 0.0 0.0 16.5 16.5 298.7 0.0 255.7 LnGrp LOS B A A A B B F A F Approach Vol, veh/h 868 899 1518 Approach Delay, s/veh 9.8 16.5 278.9 Approach LOS A B F Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 15.0 67.0 43.0 82.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 9.0 61.0 37.0 76.0 Max Q Clear Time (g_c+I1), s 11.0 19.2 39.0 7.3 Green Ext Time (p_c), s 0.0 2.2 0.0 1.7 Intersection Summary HCM 6th Ctrl Delay HCM 6th LOS 136.0 F K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn 4 PURL/ Lanes, Volumes, Timings 3: NW 2nd Avenue & NW 62nd Street/NE 62nd Street G 0 4- t Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations 19 4 19 4 19 + r* 19 1' Traffic Volume (vph) 147 641 20 535 148 320 64 20 121 9 Future Volume (vph) 147 641 20 535 148 320 64 20 121 93 Turn Type pm+pt NA pm+pt NA pm+pt NA Perm pm+pt NA Perm Protected Phases 1 6 5 2 7 4 3 8 Permitted Phases 6 2 4 4 8 Detector Phase 1 6 5 2 7 4 4 3 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 7.0 7.0 5.0 7.0 7.0 Minimum Split (s) 10.7 25.0 10.7 25.0 10.7 25.0 25.0 10.7 25.0 25.0 Total Split (s) 18.0 72.0 18.0 72.0 18.0 42.0 42.0 18.0 42.0 42.0 Total Split (%) 12.0% 48.0% 12.0% 48.0% 12.0% 28.0% 28.0% 12.0% 28.0% 28.0% Yellow Time (s) 3.7 4.0 3.7 4.0 3.7 4.0 4.0 3.7 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.7 6.0 5.7 6.0 5.7 6.0 6.0 5.7 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None C-Max None None None None None None NOTICE Ibis submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body will resiew the information at the pubec hearing to render a recommended on or a final decla on. Intersection Summary 8 PZ-21-10809 12/16/21 !EW COV Cycle Length: 150 Actuated Cycle Length: 150 Offset: 16 (11%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 75 Control Type: Actuated -Coordinated Splits and Phases: 3: NW 2nd Avenue & NW 62nd Street/NE 62nd Street 01 \111.03 tO=4 02 (R) 18s 72s ir 18s 42s 05 ir 07 T 08 D6 (R) 18s 72s 18s 42s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn HCM 6th Signalized Intersection Summary 3: NW 2nd Avenue & NW 62nd Street/NE 62nd Street c Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations 19 4 19 4 19 + r* Traffic Volume (veh/h) 147 641 165 20 535 24 148 320 64 Future Volume (veh/h) 147 641 165 20 535 24 148 320 64 20 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.97 1.00 0.97 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 148 647 167 20 540 24 149 323 65 20 122 94 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap,veh/h 586 1694 437 448 2013 89 270 355 293 102 238 195 Arrive On Green 0.06 0.82 0.82 0.03 0.78 0.78 0.08 0.19 0.19 0.02 0.13 0.13 Sat Flow, veh/h 1767 2754 710 1767 3433 152 1767 1856 1531 1767 1856 1525 Grp Volume(v), veh/h 148 414 400 20 277 287 149 323 65 20 122 94 Grp Sat Flow(s),veh/h/In 1767 1763 1702 1767 1763 1822 1767 1856 1531 1767 1856 1525 Q Serve(g_s), s 5.0 9.3 9.3 0.7 6.6 6.6 10.7 25.6 5.4 1.5 9.2 8.6 Cycle Q Clear(g_c), s 5.0 9.3 9.3 0.7 6.6 6.6 10.7 25.6 5.4 1.5 9.2 8.6 Prop In Lane 1.00 0.42 1.00 0.08 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 586 1084 1046 448 1034 1069 270 355 293 102 238 195 V/C Ratio(X) 0.25 0.38 0.38 0.04 0.27 0.27 0.55 0.91 0.22 0.20 0.51 0.48 Avail Cap(c_a), veh/h 647 1084 1046 560 1034 1069 270 445 367 213 445 366 HCM Platoon Ratio 1.33 1.33 1.33 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.97 0.97 0.97 0.57 0.57 0.57 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 10.8 6.1 6.1 11.8 7.5 7.5 49.9 59.4 51.2 56.1 61.0 60.7 Incr Delay (d2), s/veh 0.1 1.0 1.0 0.0 0.4 0.4 1.4 18.8 0.3 0.3 1.3 1.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 1.9 3.2 3.1 0.3 2.4 2.5 4.9 13.9 2.1 0.7 4.4 3.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 10.9 7.1 7.1 11.8 7.9 7.9 51.3 78.2 51.5 56.4 62.3 62.1 LnGrp LOS B A A B A A D E D E E E Approach Vol, veh/h 962 584 537 236 Approach Delay, s/veh 7.7 8.0 67.5 61.7 Approach LOS A A E E Timer - Assigned Phs 1 2 3 4 5 6 7 8 This submittal needs to be schebu led bra public hearing In accordance with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decia on. PZ-21-10809 12/16/21 Phs Duration (G+Y+Rc), s 12.8 94.0 8.5 34.7 8.5 98.2 18.0 25.2 Change Period (Y+Rc), s * 5.7 6.0 * 5.7 6.0 * 5.7 6.0 * 5.7 6.0 Max Green Setting (Gmax), s * 12 66.0 * 12 36.0 * 12 66.0 * 12 36.0 Max Q Clear Time (g_c+I1), s 7.0 8.6 3.5 27.6 2.7 11.3 12.7 11.2 Green Ext Time (p_c), s 0.1 1.2 0.0 1.1 0.0 2.0 0.0 0.8 Intersection Summary HCM 6th Ctrl Delay 27.1 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn Lanes, Volumes, Timings 4: NE 2nd Avenue & NE 62nd Street & NE 61st Street t Lane Group EBL2 EBT EBR NBL NBT SBL SBT SWL SWR Lane Configurations 'Pi +1 r* 19 r v Traffic Volume (vph) 110 278 97 88 592 38 416 57 258 Future Volume (vph) 110 278 97 88 592 38 416 57 258 Turn Type pm+pt NA Perm Perm NA Perm NA pm+pt Perm Protected Phases 3 8 6 2 7 Permitted Phases 8 8 6 2 4 4 Detector Phase 3 8 8 6 6 2 2 7 4 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 7.0 7.0 7.0 7.0 5.0 7.0 Minimum Split (s) 10.7 25.0 25.0 41.0 41.0 41.0 41.0 10.7 25.0 Total Split (s) 20.0 35.0 35.0 65.0 65.0 65.0 65.0 20.0 35.0 Total Split (%) 16.7% 29.2% 29.2% 54.2% 54.2% 54.2% 54.2% 16.7% 29.2% Yellow Time (s) 3.7 4.0 4.0 4.0 4.0 4.0 4.0 3.7 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.7 6.0 6.0 6.0 6.0 5.7 6.0 Lead/Lag Lead Lag Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None C-Max C-Max C-Max C-Max None None Intersection Summary This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 120 Actuated Cycle Length: 120 Offset: 87 (73%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 80 Control Type: Actuated -Coordinated Splits and Phases: 4: NE 2nd Avenue & NE 62nd Street & NE 61st Street IF (R}v 'J1 65s 2J]s 35= 1 06 4R) 438 65s 2.0s 35s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn PURL/ HCM Signalized Intersection Capacity Analysis 4: NE 2nd Avenue & NE 62nd Street & NE 61st Street 4 0 Movement EBL2 EBT EBR NBL NBT NBR2 SBL SBT SBR Lane Configurations 'Pi +1 r* Traffic Volume (vph) 110 278 97 88 592 79 38 416 131 5 Future Volume (vph) 110 278 97 88 592 79 38 416 131 57 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.7 6.0 6.0 6.0 6.0 5.7 6.0 Lane Util. Factor 1.00 0.95 1.00 0.95 0.95 1.00 0.88 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 0.98 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 0.98 0.97 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.99 1.00 0.95 1.00 Satd. Flow (prot) 1738 3539 1583 3458 3397 1770 2787 Flt Permitted 0.95 1.00 1.00 0.78 0.85 0.95 1.00 Satd. Flow (perm) 1738 3539 1583 2711 2891 1770 2787 Peak -hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 115 290 101 92 617 82 40 433 136 59 269 RTOR Reduction (vph) 0 0 83 0 30 0 0 16 0 0 0 Lane Group Flow (vph) 115 290 18 0 761 0 0 593 0 59 269 Confl. Peds. (#/hr) 10 2 3 3 2 Confl. Bikes (#/hr) 3 4 NOTICE This submittal needs to be scheduled bra public hearing In accordance with Idmatinee set forth in the City of Miami Code. The appll®de decision -malting body will review the Intormatlon at the public hearing to render a recommentlatl on or a final decla on. PZ-21-10809 12/16/21 V! E v4(' cottS Turn Type pm+pt NA Perm Perm NA Perm NA pm+pt Perm Protected Phases 3 8 6 2 7 Permitted Phases 8 8 6 2 4 4 Actuated Green, G (s) 32.3 21.7 21.7 74.2 74.2 23.9 17.5 Effective Green, g (s) 32.3 21.7 21.7 74.2 74.2 23.9 17.5 Actuated g/C Ratio 0.27 0.18 0.18 0.62 0.62 0.20 0.15 Clearance Time (s) 5.7 6.0 6.0 6.0 6.0 5.7 6.0 Vehicle Extension (s) 2.0 2.5 2.5 1.0 1.0 2.0 2.5 Lane Grp Cap (vph) 467 639 286 1676 1787 352 406 v/s Ratio Prot c0.02 c0.08 0.01 v/s Ratio Perm 0.04 0.01 c0.28 0.20 0.02 c0.10 v/c Ratio 0.25 0.45 0.06 0.45 0.33 0.17 0.66 Uniform Delay, d1 34.3 43.9 40.7 12.2 11.0 39.8 48.5 Progression Factor 1.00 1.00 1.00 0.86 1.00 1.00 1.00 Incremental Delay, d2 0.1 0.4 0.1 0.9 0.5 0.1 3.6 Delay (s) 34.4 44.2 40.8 11.3 11.5 39.9 52.1 Level of Service C D D B B D D Approach Delay (s) 41.3 11.3 11.5 49.9 Approach LOS D B B D Intersection Summary HCM 2000 Control Delay 23.8 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.47 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 17.7 Intersection Capacity Utilization 95.1% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn PURL/ HCM 6th TWSC 41: NE 2nd Avenue & NE 62nd Street 4 0 a. Intersection Int Delay, s/veh 1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations r ++ Traffic Vol, veh/h 0 136 702 0 0 585 Future Vol, veh/h 0 136 702 0 0 585 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 Veh in Median Storage, # 0 0 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles, % 3 3 3 3 3 3 Mvmt Flow 0 142 731 0 0 609 Major/Minor Minorl Majorl Major2 NOTICE This submittal needs to be scheduled fora public hearing In accortlancewhh timelines set forth in the City of Kam Code. The applira tie tlecision-mahing bodywlll relew the information at the public hearing to render a recommendation or a final tlecid on. PZ-21-10809 12/16/21 !EW GO�� Conflicting Flow All - 366 0 Stage 1 Stage 2 Critical Hdwy 5 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy - 3 Pot Cap-1 Maneuver 0 837 0 0 Stage 1 0 0 0 Stage 2 0 0 0 Platoon blocked, % Mov Cap-1 Maneuver - 837 Mov Cap-2 Maneuver Stage 1 Stage 2 Approach WB NB SB HCM Control Delay, s 10.2 0 0 HCM LOS B Minor Lane/Major Mvmt NBTWBLn1 SBT Capacity (veh/h) - 837 HCM Lane V/C Ratio - 0.169 HCM Control Delay (s) - 10.2 HCM Lane LOS - B HCM 95th %tile Q(veh) - 0.6 K:1FTL_TPT01043752001-Sabal Palm Villagelcalcs\Synchro\Existing_9.20.syn Lanes, Volumes, Timings 5: Biscayne Boulevard & NE 62nd Street 4- I Lane Group WBT NBL NBT SBL SBT Lane Configurations 4T4 19 144 19 144 Traffic Volume (vph) 4 109 1364 10 1047 Future Volume (vph) 4 109 1364 10 1047 Turn Type NA pm+pt NA Perm NA Protected Phases 4 1 6 2 Permitted Phases 6 Detector Phase 4 1 6 2 2 Switch Phase Minimum Initial (s) 7.0 5.0 7.0 7.0 7.0 Minimum Split (s) 32.0 11.0 29.5 29.5 29.5 Total Split (s) 36.0 18.0 94.0 76.0 76.0 Total Split (%) 27.7% 13.8% 72.3% 58.5% 58.5% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 3.0 2.0 2.5 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 6.0 6.5 6.5 6.5 Lead/Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Recall Mode None None C-Max C-Max C-Max Intersection Summary 2 This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 130 Actuated Cycle Length: 130 Offset: 112 (86%), Referenced to phase 2:SBTL and 6:NBTL, Start of Green Natural Cycle: 80 Control Type: Actuated -Coordinated Splits and Phases: 5: Biscayne Boulevard & NE 62nd Street l 01 I if 02 (R) 0 4 18s 76s 6s } 106 (P.) V 94 s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn HCM 6th Signalized Intersection Summary 5: Biscayne Boulevard & NE 62nd Street Movement EBL Lane Configurations Traffic Volume (veh/h) 0 Future Volume (veh/h) 0 Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Work Zone On Approach Adj Sat Flow, veh/h/In Adj Flow Rate, veh/h Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/In Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %ile BackOfQ(50%),veh/In Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh LnGrp LOS Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s Intersection Summary 1 10.9 6.0 12.0 3.6 0.1 { EBT EBR WBL WBT WBR NBL NBT NBR 0 0 0 0 2 106.1 6.5 69.5 2.0 3.2 4- 1 10 4 7 109 1364 1 10 4 7 109 1364 1 10 0 0 0 0 0 0 0 0 0 1.00 0.97 1.00 0.97 1.00 0.98 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 No No No 1856 1856 1856 1856 1856 1856 1856 1856 1856 10 4 7 112 1406 1 10 1079 108 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 3 3 3 3 3 3 3 3 3 74 29 52 481 3074 2 346 2476 248 0.05 0.05 0.05 0.05 1.00 1.00 1.00 1.00 1.00 1611 644 1127 1767 3615 3 379 3230 323 11 0 10 112 686 721 10 588 599 1775 0 1607 1767 1763 1855 379 1763 1791 0.8 0.0 0.8 1.6 0.0 0.0 0.0 0.0 0.0 0.8 0.0 0.8 1.6 0.0 0.0 0.0 0.0 0.0 0.91 0.70 1.00 0.00 1.00 0.18 81 0 74 481 1499 1578 346 1351 1373 0.14 0.00 0.14 0.23 0.46 0.46 0.03 0.44 0.44 396 0 358 577 1499 1578 346 1351 1373 1.00 1.00 1.00 1.33 1.33 1.33 1.33 1.33 1.33 1.00 0.00 1.00 0.76 0.76 0.76 1.00 1.00 1.00 59.6 0.0 59.6 2.2 0.0 0.0 0.0 0.0 0.0 0.6 0.0 0.6 0.1 0.8 0.7 0.2 1.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.0 0.3 0.4 0.3 0.3 0.0 0.4 0.4 This submittal needs to be schebu led bra public hearing In accordance with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decia on. PZ-21-10809 12/16/21 60.1 0.0 60.2 2.3 0.8 0.7 0.2 1.0 1.0 E A E A A A A A A 21 1519 1197 60.1 0.9 1.0 E A A 4 12.9 7.0 29.0 2.8 0.0 6 117.1 6.5 87.5 2.0 3.9 HCM 6th Ctrl Delay HCM 6th LOS 1.4 A K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn Lanes, Volumes, Timings 6: Biscayne Boulevard & NE 61st Street t Lane Group EBL EBT WBL WBR NBT SBL SBT Lane Configurations " i r* '-" i +1' Traffic Volume (vph) 133 14 22 20 1331 21 1031 Future Volume (vph) 133 14 22 20 1331 21 1031 Turn Type Split NA Prot pm+ov NA pm+pt NA Protected Phases 8 8 4 5 6 5 2 Permitted Phases 4 2 Detector Phase 8 8 4 5 6 5 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 5.0 7.0 5.0 7.0 Minimum Split (s) 31.0 31.0 31.0 11.0 25.0 11.0 25.0 Total Split (s) 27.0 27.0 22.0 13.0 68.0 13.0 81.0 Total Split (%) 20.8% 20.8% 16.9% 10.0% 52.3% 10.0% 62.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 3.0 3.0 3.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 7.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode None None None None C-Max None C-Max Intersection Summary This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 130 Actuated Cycle Length: 130 Offset: 114 (88%), Referenced to phase 2:SBTL and 6:NBT, Start of Green Natural Cycle: 130 Control Type: Actuated -Coordinated Splits and Phases: 6: Biscayne Boulevard & NE 61st Street T 02(R)g cfl. 4 u 1 S 27 4 le] 22 s ' ,.. 05 I too (R) 13 s I68 s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn HCM Signalized Intersection Capacity Analysis 6: Biscayne Boulevard & NE 61st Street Movement EBL EBT EBR WBL WBT Lane Configurations 19 i4 1 r* 144 Traffic Volume (vph) 133 14 57 22 0 20 0 1331 12 Future Volume (vph) 133 14 57 22 0 20 0 1331 12 21 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 7.0 7.0 7.0 6.0 6.0 6.0 6.0 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 0.99 1.00 0.99 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.88 1.00 0.85 1.00 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1752 1604 1752 1553 3499 1752 3505 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.12 1.00 Satd. Flow (perm) 1752 1604 1752 1553 3499 217 3505 Peak -hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 139 15 59 23 0 21 0 1386 12 22 1074 0 RTOR Reduction (vph) 0 52 0 0 0 20 0 0 0 0 0 0 Lane Group Flow (vph) 139 22 0 23 0 1 0 1399 0 22 1074 0 Confl. Peds. (#/hr) 3 2 2 3 14 1 1 14 Confl. Bikes (#/hr) 1 4 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% Turn Type Split NA Prot pm+ov NA pm+pt NA Protected Phases 8 8 4 5 6 5 2 Permitted Phases 4 2 Actuated Green, G (s) 14.9 14.9 4.7 8.0 81.1 90.4 90.4 Effective Green, g (s) 14.9 14.9 4.7 8.0 81.1 90.4 90.4 Actuated g/C Ratio 0.11 0.11 0.04 0.06 0.62 0.70 0.70 Clearance Time (s) 7.0 7.0 7.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.5 2.5 2.5 2.0 1.0 2.0 1.0 Lane Grp Cap (vph) 200 183 63 95 2182 189 2437 v/s Ratio Prot c0.08 0.01 c0.01 0.00 c0.40 0.00 c0.31 v/s Ratio Perm 0.00 0.08 v/c Ratio 0.69 0.12 0.37 0.01 0.64 0.12 0.44 Uniform Delay, d1 55.4 51.7 61.2 57.3 15.3 10.8 8.7 Progression Factor 1.00 1.00 1.00 1.00 0.95 0.45 0.47 Incremental Delay, d2 9.3 0.2 2.6 0.0 1.3 0.1 0.5 Delay (s) 64.6 51.9 63.8 57.3 15.9 4.9 4.7 Level of Service E D E E B A A Approach Delay (s) 60.2 60.7 15.9 4.7 Approach LOS E E B A Intersection Summary This submittal needs to be schebu led bra public hearing In accordance with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decla on. WBR NBL I P NBT NBR PZ-21-10809 12/16/21 1900 HCM 2000 Control Delay 15.5 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.64 Actuated Cycle Length (s) 130.0 Sum of lost time (s) 26.0 Intersection Capacity Utilization 64.5% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn Lanes, Volumes, Timings 7: NE 2nd Avenue & NE 59th Street Lane Group Lane Configurations Traffic Volume (vph) Future Volume (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode Intersection Summary I EBL EBT EBR WBL WBT NBL NBT SBL SBT 20 9 16 13 11 24 650 17 514 20 9 16 13 11 24 650 17 514 Perm NA Perm Perm NA Perm NA Perm NA 8 4 6 2 8 8 4 6 2 8 8 8 4 4 6 6 2 2 7.0 28.0 60.0 50.0% 4.0 2.0 0.0 6.0 7.0 28.0 60.0 50.0% 4.0 2.0 0.0 6.0 7.0 28.0 60.0 50.0% 4.0 2.0 0.0 6.0 7.0 28.0 60.0 50.0% 4.0 2.0 7.0 28.0 60.0 50.0% 4.0 2.0 0.0 6.0 7.0 27.0 60.0 50.0% 4.0 2.0 7.0 27.0 60.0 50.0% 4.0 2.0 0.0 6.0 7.0 27.0 60.0 50.0% 4.0 2.0 7.0 27.0 60.0 50.0% 4.0 2.0 0.0 6.0 None None None None None C-Max C-Max C-Max C-Max This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 120 Actuated Cycle Length: 120 Offset: 73 (61%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 55 Control Type: Actuated -Coordinated Splits and Phases: 7: NE 2nd Avenue & NE 59th Street ♦ 2(R) i Drt 60 s 60 s 1036 (R) U 60s 1 60s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn HCM 6th Signalized Intersection Summary 7: NE 2nd Avenue & NE 59th Street This submittal needs to be schebu led bra public hearing In accordance with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decia on. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations 'Pi + r* Traffic Volume (veh/h) 20 9 16 13 11 87 24 650 16 Future Volume (veh/h) 20 9 16 13 11 87 24 650 16 17 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.99 0.99 0.99 0.99 0.99 0.96 1.00 0.96 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 21 9 17 14 12 92 25 684 17 18 541 13 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap,veh/h 162 194 163 45 25 129 98 2595 64 89 2598 62 Arrive On Green 0.10 0.10 0.10 0.10 0.10 0.10 1.00 1.00 1.00 1.00 1.00 1.00 Sat Flow, veh/h 1272 1856 1554 105 242 1231 83 3263 80 72 3266 78 Grp Volume(v), veh/h 21 9 17 118 0 0 373 0 353 294 0 278 Grp Sat Flow(s),veh/h/In 1272 1856 1554 1579 0 0 1756 0 1671 1746 0 1671 Q Serve(g_s), s 0.0 0.5 1.2 3.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 2.8 0.5 1.2 8.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop In Lane 1.00 1.00 0.12 0.78 0.07 0.05 0.06 0.05 Lane Grp Cap(c), veh/h 162 194 163 199 0 0 1429 0 1329 1420 0 1329 V/C Ratio(X) 0.13 0.05 0.10 0.59 0.00 0.00 0.26 0.00 0.27 0.21 0.00 0.21 Avail Cap(c_a), veh/h 601 835 700 735 0 0 1429 0 1329 1420 0 1329 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.96 0.00 0.96 Uniform Delay (d), s/veh 49.3 48.3 48.6 51.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.3 0.1 0.2 2.1 0.0 0.0 0.4 0.0 0.5 0.3 0.0 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 0.6 0.2 0.5 3.6 0.0 0.0 0.2 0.0 0.2 0.1 0.0 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 49.6 48.4 48.8 54.0 0.0 0.0 0.4 0.0 0.5 0.3 0.0 0.3 LnGrp LOS DDDD A A A A A A A A Approach Vol, veh/h 47 118 726 572 Approach Delay, s/veh 49.1 54.0 0.5 0.3 Approach LOS D D A A Timer - Assigned Phs 2 4 6 8 PZ-21-10809 12/16/21 Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s Intersection Summary 101.4 18.6 101.4 18.6 6.0 6.0 6.0 6.0 54.0 54.0 54.0 54.0 2.0 10.6 2.0 4.8 1.3 0.6 1.7 0.1 HCM 6th Ctrl Delay HCM 6th LOS 6.3 A K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn Lanes, Volumes, Timings 8: NW 6th Court & NW 54th Street Lane Group EBT WBL WBT NBT SBL SBT SBR Lane Configurations 144 + 44 19 4 i* Traffic Volume (vph) 939 5 618 0 104 44 134 Future Volume (vph) 939 5 618 0 104 44 134 Turn Type NA Perm NA NA Split NA Prot Protected Phases 6 2 4 3 3 3 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 33.0 33.0 33.0 13.0 13.0 13.0 13.0 Total Split (s) 79.0 79.0 79.0 16.0 15.0 15.0 15.0 Total Split (%) 71.8% 71.8% 71.8% 14.5% 13.6% 13.6% 13.6% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lag Lead Lead Lead Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode C-Max C-Max C-Max None None None None Intersection Summary 2 6 2 2 4 3 3 3 This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 110 Actuated Cycle Length: 110 Offset: 100 (91%), Referenced to phase 2:WBTL and 6:EBT, Start of Yellow Natural Cycle: 60 Control Type: Actuated -Coordinated Splits and Phases: 8: NW 6th Court & NW 54th Street �3 �I 4 411- 02 (R) 79s 1.5s 16s d 6(R) 79s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn HCM Signalized Intersection Capacity Analysis 8: NW 6th Court & NW 54th Street Movement EBL EBT EBR WBL WBT WBR NBL Lane Configurations t) 4+ Traffic Volume (vph) 0 939 11 5 618 0 2 Future Volume (vph) 0 939 11 5 618 0 2 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 Lane Util. Factor 0.95 0.95 Frpb, ped/bikes 1.00 1.00 Flpb, ped/bikes 1.00 1.00 Frt 1.00 1.00 Flt Protected 1.00 1.00 Satd. Flow (prot) 3532 3538 Flt Permitted 1.00 0.95 Satd. Flow (perm) 3532 3357 Peak -hour factor, PHF 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 0 1032 12 5 679 RTOR Reduction (vph) 0 1 0 0 0 Lane Group Flow (vph) 0 1043 0 0 684 Confl. Peds. (#/hr) 9 5 5 Confl. Bikes (#/hr) 5 I P NBT NBR 0 7 1 0 7 104 This submittal needs to be schebu led bra public hearing In accordance with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decla on. PZ-21-10809 12/16/21 1900 1900 1900 1900 1900 6.0 6.0 6.0 6.0 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.89 1.00 1.00 0.85 0.99 0.95 0.98 1.00 1645 1681 1734 1583 0.99 0.95 0.98 1.00 1645 1681 1734 1583 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0 2 0 8 114 48 147 0 0 10 0 0 0 136 0 0 0 0 80 82 11 9 1 1 5 Turn Type NA Perm NA Split NA Split NA Prot Protected Phases 6 2 4 4 3 3 3 Permitted Phases 2 Actuated Green, G (s) 82.1 82.1 1.4 8.5 8.5 8.5 Effective Green, g (s) 82.1 82.1 1.4 8.5 8.5 8.5 Actuated g/C Ratio 0.75 0.75 0.01 0.08 0.08 0.08 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 1.0 1.0 2.5 2.5 2.5 2.5 Lane Grp Cap (vph) 2636 2505 20 129 133 122 v/s Ratio Prot c0.30 c0.00 c0.05 0.05 0.01 v/s Ratio Perm 0.20 v/c Ratio 0.40 0.27 0.01 0.62 0.62 0.09 Uniform Delay, d1 5.0 4.4 53.6 49.2 49.2 47.2 Progression Factor 1.00 0.48 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.4 0.3 0.1 7.8 7.1 0.2 Delay (s) 5.5 2.4 53.7 56.9 56.2 47.4 Level of Service A A D E E D Approach Delay (s) 5.5 2.4 53.7 52.2 Approach LOS A A D D Intersection Summary HCM 2000 Control Delay 11.7 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.41 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 51.7% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn Lanes, Volumes, Timings 9: NW 6th Avenue & NW 54th Street t Lane Group EBL EBT WBL WBT WBR NBT Lane Configurations 4T4 + r* Traffic Volume (vph) 231 829 9 590 143 29 Future Volume (vph) 231 829 9 590 143 29 Turn Type pm+pt NA Perm NA Perm NA Protected Phases 1 6 2 4 Permitted Phases 6 Detector Phase 1 6 2 2 2 4 Switch Phase Minimum Initial (s) 5.0 16.0 16.0 16.0 16.0 7.0 Minimum Split (s) 11.0 26.0 26.0 26.0 26.0 31.0 Total Split (s) 15.0 73.0 58.0 58.0 58.0 37.0 Total Split (%) 13.6% 66.4% 52.7% 52.7% 52.7% 33.6% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode None C-Max C-Max C-Max C-Max None Intersection Summary 2 2 This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 110 Actuated Cycle Length: 110 Offset: 96 (87%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 80 Control Type: Actuated -Coordinated Splits and Phases: 9: NW 6th Avenue & NW 54th Street 01 + 02 OR.) 15s 58s ',37s 6 R) 73, s IN K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn HCM Signalized Intersection Capacity Analysis 9: NW 6th Avenue & NW 54th Street This submittal needs to be schebu led bra public hearing In accordance with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decia on. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations *"I) 4+ r* 43, Traffic Volume (vph) 231 829 16 9 590 143 2 29 21 Future Volume (vph) 231 829 16 9 590 143 2 29 21 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.0 6.0 Lane Util. Factor 0.95 0.95 1.00 1.00 Frpb, ped/bikes 1.00 1.00 0.97 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 0.94 Flt Protected 0.99 1.00 1.00 1.00 Satd. Flow (prot) 3487 3536 1536 1756 Flt Permitted 0.67 0.93 1.00 1.00 Satd. Flow (perm) 2377 3303 1536 1756 Peak -hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 248 891 17 10 634 154 2 31 23 0 0 0 RTOR Reduction (vph) 0 0 0 0 0 22 0 22 0 0 0 0 Lane Group Flow (vph) 0 1156 0 0 644 132 0 34 0 0 0 0 Confl. Peds. (#/hr) 10 5 5 10 Confl. Bikes (#/hr) 5 7 Turn Type pm+pt NA Perm NA Perm Perm NA Protected Phases 1 6 2 4 Permitted Phases 6 2 2 4 Actuated Green, G (s) 91.4 91.4 91.4 6.6 Effective Green, g (s) 91.4 91.4 91.4 6.6 Actuated g/C Ratio 0.83 0.83 0.83 0.06 Clearance Time (s) 6.0 6.0 6.0 6.0 Vehicle Extension (s) 1.0 1.0 1.0 2.5 Lane Grp Cap (vph) 1975 2744 1276 105 v/s Ratio Prot v/s Ratio Perm c0.49 0.20 0.09 0.02 v/c Ratio 0.59 0.23 0.10 0.33 Uniform Delay, d1 3.1 2.0 1.7 49.6 Progression Factor 0.91 1.00 1.00 1.00 Incremental Delay, d2 0.3 0.2 0.2 1.3 Delay (s) 3.0 2.2 1.9 50.9 Level of Service A A A D Approach Delay (s) 3.0 2.1 50.9 0.0 Approach LOS A A D A Intersection Summary PZ-21-10809 12/16/21 1900 1900 HCM 2000 Control Delay 4.0 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.60 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 67.6% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn 4 P U Lanes, Volumes, Timings 10: NW 2nd Avenue & NW 54th Street G 0 Lane Group Lane Configurations Traffic Volume (vph) Future Volume (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode Intersection Summary 4- t EBL EBT WBL WBT NBL NBT NBR SBL SBT 1 19 + r* 19 + 140 644 100 572 46 283 144 29 142 7 140 644 100 572 46 283 144 29 142 73 Perm NA Perm NA Perm NA Perm Perm NA Perm 6 2 4 8 6 2 4 4 8 8 NOTICE Ibis submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body will resiew the information at the pubec hearing to render a recommended on or a final decla on. 6 6 2 2 4 4 4 8 8 8 7.0 29.4 101.0 67.3% 4.4 2.0 0.0 6.4 7.0 29.4 101.0 67.3% 4.4 2.0 0.0 6.4 7.0 29.4 101.0 67.3% 4.4 2.0 0.0 6.4 7.0 29.4 101.0 67.3% 4.4 2.0 0.0 6.4 7.0 30.0 49.0 32.7% 4.0 2.0 0.0 6.0 7.0 30.0 49.0 32.7% 4.0 2.0 0.0 6.0 7.0 30.0 49.0 32.7% 4.0 2.0 0.0 6.0 7.0 30.0 49.0 32.7% 4.0 2.0 0.0 6.0 7.0 30.0 49.0 32.7% 4.0 2.0 0.0 6.0 7.0 30.0 49.0 32.7% 4.0 2.0 0.0 6.0 C-Max C-Max C-Max C-Max None None None None None None PZ-21-10809 12/16/21 !EW COV Cycle Length: 150 Actuated Cycle Length: 150 Offset: 68 (45%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 60 Control Type: Actuated -Coordinated Splits and Phases: 10: NW 2nd Avenue & NW 54th Street 0? 411- 02 (R) 101s 49 3 3 (P.)T i01s N. s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn HCM 6th Signalized Intersection Summary 10: NW 2nd Avenue & NW 54th Street This submittal needs to be schebu led bra public hearing In accordance with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decia on. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations 19 4 19 Traffic Volume (veh/h) 140 644 66 100 Future Volume (veh/h) 140 644 66 100 Initial Q (Qb), veh 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 Work Zone On Approach No Adj Sat Flow, veh/h/In 1856 1856 1856 1856 Adj Flow Rate, veh/h 144 664 68 103 Peak Hour Factor 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 3 3 3 3 Cap, veh/h 588 2318 237 554 Arrive On Green 0.95 0.95 0.95 0.95 Sat Flow, veh/h 764 3228 330 718 Grp Volume(v), veh/h 144 362 370 103 Grp Sat Flow(s),veh/h/In 764 1763 1796 718 Q Serve(g_s), s 2.3 1.9 1.9 1.7 Cycle Q Clear(g_c), s 4.0 1.9 1.9 3.6 Prop In Lane 1.00 0.18 1.00 Lane Grp Cap(c), veh/h 588 1266 1289 554 V/C Ratio(X) 0.25 0.29 0.29 0.19 Avail Cap(c_a), veh/h 588 1266 1289 554 HCM Platoon Ratio 1.33 1.33 1.33 1.33 Upstream Filter(I) 0.80 0.80 0.80 0.61 Uniform Delay (d), s/veh 1.1 1.0 1.0 1.1 Incr Delay (d2), s/veh 0.8 0.5 0.4 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 0.4 0.7 0.7 0.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 1.9 1.5 1.4 1.6 LnGrp LOS A A A A Approach Vol, veh/h 876 Approach Delay, s/veh 1.5 Approach LOS A Timer - Assigned Phs 19 + r* 572 74 46 283 144 572 74 46 283 144 29 0 0 0 0 0 0 0 0 0.98 0.99 0.97 1.00 0.97 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 No No No 1856 1856 1856 1856 1856 1856 1856 1856 590 76 47 292 148 30 146 75 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 3 3 3 3 3 3 3 3 2249 289 198 370 305 95 370 305 0.95 0.95 0.20 0.20 0.20 0.20 0.20 0.20 3132 402 1145 1856 1532 941 1856 1529 331 335 47 292 148 30 146 75 1763 1772 1145 1856 1532 941 1856 1529 1.7 1.7 5.6 22.4 12.8 4.7 10.3 6.2 1.7 1.7 15.8 22.4 12.8 27.1 10.3 6.2 0.23 1.00 1.00 1.00 1.00 1266 1272 198 370 305 95 370 305 0.26 0.26 0.24 0.79 0.48 0.32 0.39 0.25 1266 1272 298 532 439 177 532 438 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 0.61 0.61 1.00 1.00 1.00 1.00 1.00 1.00 1.0 1.0 59.1 57.1 53.2 69.9 52.2 50.6 0.3 0.3 0.5 4.2 0.9 1.4 0.5 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.6 1.7 11.0 5.1 1.2 4.9 2.4 PZ-21-10809 12/16/21 1.3 1.3 59.5 61.3 54.1 71.3 52.7 50.9 A A E E D EDD 769 487 251 1.3 58.9 54.4 A E D 2 4 6 8 Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s Intersection Summary 114.1 35.9 114.1 35.9 6.4 6.0 6.4 6.0 94.6 43.0 94.6 43.0 5.6 24.4 6.0 29.1 1.9 1.8 2.1 0.8 HCM 6th Ctrl Delay HCM 6th LOS 18.8 B K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn Lanes, Volumes, Timings 11: North Miami Avenue & NW 54th Street/NE 54th Street t Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations 19 4 i 19 4 i 19 4 i 19 4 i Traffic Volume (vph) 308 468 132 509 94 734 61 257 Future Volume (vph) 308 468 132 509 94 734 61 257 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 3 8 7 4 1 6 5 2 Permitted Phases 8 4 6 2 Detector Phase 3 8 7 4 1 6 5 2 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 7.0 5.0 7.0 Minimum Split (s) 11.4 32.4 11.4 32.4 11.4 33.4 11.4 33.4 Total Split (s) 18.0 57.0 18.0 57.0 18.0 57.0 18.0 57.0 Total Split (%) 12.0% 38.0% 12.0% 38.0% 12.0% 38.0% 12.0% 38.0% Yellow Time (s) 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.4 6.4 6.4 6.4 6.4 6.4 6.4 6.4 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None C-Max None C-Max Intersection Summary This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appll®de decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 150 Actuated Cycle Length: 150 Offset: 40 (27%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 90 Control Type: Actuated -Coordinated Splits and Phases: 11: North Miami Avenue & NW 54th Street/NE 54th Street l 01 1r 02. (R) f 03 04 18s 57s if 18s 57s a*1 11\11.018 5 106 (P.)1 07 D8 57 18s 57s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn HCM 6th Signalized Intersection Summary 11: North Miami Avenue & NW 54th Street/NE 54th Street This submittal needs to be schebu led bra public hearing In accordance with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decia on. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations 19 f 19 19 Traffic Volume (veh/h) 308 468 38 132 509 83 94 734 104 Future Volume (veh/h) 308 468 38 132 509 83 94 734 104 61 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.97 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 314 478 39 135 519 85 96 749 106 62 262 120 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap,veh/h 212 675 55 238 607 99 583 1604 227 367 1213 540 Arrive On Green 0.08 0.21 0.21 0.07 0.20 0.20 0.05 0.69 0.69 0.04 0.68 0.68 Sat Flow, veh/h 1767 3293 268 1767 3018 492 1767 3100 439 1767 2372 1056 Grp Volume(v), veh/h 314 255 262 135 302 302 96 426 429 62 193 189 Grp Sat Flow(s),veh/h/In 1767 1763 1798 1767 1763 1747 1767 1763 1776 1767 1763 1665 Q Serve(g_s), s 11.6 20.2 20.3 9.0 24.8 25.0 3.9 16.6 16.7 2.5 6.1 6.4 Cycle Q Clear(g_c), s 11.6 20.2 20.3 9.0 24.8 25.0 3.9 16.6 16.7 2.5 6.1 6.4 Prop In Lane 1.00 0.15 1.00 0.28 1.00 0.25 1.00 0.63 Lane Grp Cap(c), veh/h 212 362 369 238 355 352 583 912 919 367 901 851 V/C Ratio(X) 1.48 0.71 0.71 0.57 0.85 0.86 0.16 0.47 0.47 0.17 0.21 0.22 Avail Cap(c_a), veh/h 212 595 606 245 595 589 650 912 919 445 901 851 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 0.96 0.96 0.96 0.69 0.69 0.69 0.94 0.94 0.94 1.00 1.00 1.00 Uniform Delay (d), s/veh 51.5 55.4 55.5 44.3 57.8 57.9 15.9 13.9 13.9 16.8 12.7 12.8 Incr Delay (d2), s/veh 238.0 1.8 1.8 1.2 3.3 3.7 0.0 1.6 1.6 0.1 0.5 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 16.6 9.2 9.5 4.1 11.4 11.5 1.6 6.1 6.2 1.0 2.5 2.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 289.6 57.2 57.3 45.4 61.1 61.5 16.0 15.5 15.5 16.9 13.3 13.4 LnGrp LOS F E E D E EBBBBBB Approach Vol, veh/h 831 739 951 444 Approach Delay, s/veh 145.0 58.4 15.5 13.8 Approach LOS F E B B Timer - Assigned Phs 1 2 3 4 5 6 7 8 PZ-21-10809 12/16/21 Phs Duration (G+Y+Rc), s 12.3 83.1 18.0 36.6 11.4 84.0 17.4 37.2 Change Period (Y+Rc), s 6.4 6.4 6.4 6.4 6.4 6.4 6.4 6.4 Max Green Setting (Gmax), s 11.6 50.6 11.6 50.6 11.6 50.6 11.6 50.6 Max Q Clear Time (g_c+I1), s 5.9 8.4 13.6 27.0 4.5 18.7 11.0 22.3 Green Ext Time (p_c), s 0.0 0.8 0.0 3.1 0.0 2.0 0.0 2.7 Intersection Summary HCM 6th Ctrl Delay HCM 6th LOS 62.3 E K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn Lanes, Volumes, Timings 12: NE 2nd Avenue & NE 54th Street t Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations 19 4 i 19 4 i " i "ri Traffic Volume (vph) 94 450 61 476 87 411 92 302 Future Volume (vph) 94 450 61 476 87 411 92 302 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 8 4 6 2 Permitted Phases 8 Detector Phase Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 29.0 29.0 29.0 29.0 31.0 31.0 31.0 Total Split (s) 45.0 45.0 45.0 45.0 75.0 75.0 75.0 Total Split (%) 37.5% 37.5% 37.5% 37.5% 62.5% 62.5% 62.5% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead -Lag Optimize? Recall Mode None None None None C-Max C-Max C-Max C-Max Intersection Summary 4 6 2 8 8 4 4 6 6 2 2 7.0 31.0 75.0 62.5% 4.0 2.0 0.0 6.0 This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 120 Actuated Cycle Length: 120 Offset: 104 (87%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 60 Control Type: Actuated -Coordinated Splits and Phases: 12: NE 2nd Avenue & NE 54th Street IF 2(R) 1- 04 75s 45s } 06 {Rju 75s RA45s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn HCM 6th Signalized Intersection Summary 12: NE 2nd Avenue & NE 54th Street This submittal needs to be schebu led bra public hearing In accordance with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decia on. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations 19 f 19 1 Traffic Volume (veh/h) 94 450 46 61 476 131 87 411 81 Future Volume (veh/h) 94 450 46 61 476 131 87 411 81 92 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.96 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 96 459 47 62 486 134 89 419 83 94 308 114 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap, veh/h 175 963 98 221 810 222 566 900 178 514 771 285 Arrive On Green 0.30 0.30 0.30 0.30 0.30 0.30 0.80 0.80 0.80 0.80 0.80 0.80 Sat Flow, veh/h 796 3215 328 882 2705 740 956 1499 297 888 1285 475 Grp Volume(v), veh/h 96 251 255 62 315 305 89 0 502 94 0 422 Grp Sat Flow(s),veh/h/In 796 1763 1780 882 1763 1682 956 0 1796 888 0 1760 Q Serve(g_s), s 14.1 13.9 14.1 7.4 18.3 18.6 3.8 0.0 10.8 4.7 0.0 8.5 Cycle Q Clear(g_c), s 32.7 13.9 14.1 21.5 18.3 18.6 12.3 0.0 10.8 15.5 0.0 8.5 Prop In Lane 1.00 0.18 1.00 0.44 1.00 0.17 1.00 0.27 Lane Grp Cap(c), veh/h 175 528 533 221 528 504 566 0 1078 514 0 1057 V/C Ratio(X) 0.55 0.47 0.48 0.28 0.60 0.60 0.16 0.00 0.47 0.18 0.00 0.40 Avail Cap(c_a), veh/h 195 573 579 243 573 547 566 0 1078 514 0 1057 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 0.74 0.74 0.74 1.00 1.00 1.00 0.89 0.00 0.89 1.00 0.00 1.00 Uniform Delay (d), s/veh 49.9 34.3 34.4 43.2 35.8 35.9 7.5 0.0 5.9 8.4 0.0 5.7 Incr Delay (d2), s/veh 1.5 0.4 0.4 0.5 1.2 1.4 0.5 0.0 1.3 0.8 0.0 1.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 2.9 6.0 6.2 1.7 8.0 7.8 0.7 0.0 3.5 0.9 0.0 2.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 51.4 34.7 34.7 43.7 37.1 37.3 8.0 0.0 7.2 9.2 0.0 6.8 LnGrp LOS DCCDD D A A A A A A Approach Vol, veh/h 602 682 591 516 Approach Delay, s/veh 37.4 37.8 7.3 7.2 Approach LOS D D A A Timer - Assigned Phs 2 4 6 8 PZ-21-10809 12/16/21 Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s Intersection Summary 78.1 41.9 78.1 41.9 6.0 6.0 6.0 6.0 69.0 39.0 69.0 39.0 17.5 23.5 14.3 34.7 1.2 3.2 1.3 1.3 HCM 6th Ctrl Delay 23.6 HCM 6th LOS C K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn PURL/ HCM 6th TWSC 13: NE 3rd Avenue & NE 54th Street 4 0 a. Intersection Int Delay, s/veh Movement 2 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4' Traffic Vol, veh/h 52 508 51 36 593 15 31 3 48 13 3 38 Future Vol, veh/h 52 508 51 36 593 15 31 3 48 13 3 38 Conflicting Peds, #/hr 4 0 4 4 0 4 6 0 1 1 0 6 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - - None - - None - - None Storage Length Veh in Median Storage, # 0 0 0 0 Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3 Mvmt Flow 55 535 54 38 624 16 33 3 51 14 3 40 Major/Minor Majorl Major2 Minorl Minor2 NOTICE This submittal needs to be scheduled fora public hearing In accortlancewhh timelines set forth in the City of Kam Code. The applira tie tlecision-mahing bodywlll relew the information at the public hearing to render a recommendation or a final tlecid on. PZ-21-10809 12/16/21 !EW GO�� Conflicting Flow All 644 0 0 593 0 0 1072 1396 300 1092 1415 330 Stage 1 - 676 676 712 712 Stage 2 - 396 720 380 703 Critical Hdwy 4.16 - 4.16 - 5 5 5 5 5 5 Critical Hdwy Stg 1 5 5 5 5 Critical Hdwy Stg 2 5 5 5 5 Follow-up Hdwy 2.23 - 2.23 - 3 3 3 3 3 3 Pot Cap-1 Maneuver 930 - 972 - 409 292 894 401 286 868 Stage 1 - 614 614 - 592 592 Stage 2 813 587 826 597 Platoon blocked, % Mov Cap-1 Maneuver 926 - 968 - 340 248 890 332 243 860 Mov Cap-2 Maneuver - 340 248 - 332 243 Stage 1 - 558 557 - 538 554 Stage 2 - 720 549 - 705 541 Approach EB WB NB SB HCM Control Delay, s 1 HCM LOS 0.7 13.3 12.1 B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 522 926 - - 968 - - 564 HCM Lane V/C Ratio 0.165 0.059 - 0.039 - - 0.101 HCM Control Delay (s) 13.3 9.1 0.3 - 8.9 0.2 - 12.1 HCM Lane LOS B A A - A A - B HCM 95th %tile Q(veh) 0.6 0.2 - 0.1 - - 0.3 K:1FTL_TPT01043752001-Sabal Palm Villagelcalcs\Synchro\Existing_9.20.syn Lanes, Volumes, Timings 14: Federal Highway & NE 54th Street 4- I Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations 4144 19 + r* 1 Traffic Volume (vph) 104 296 47 362 210 323 138 43 157 Future Volume (vph) 104 296 47 362 210 323 138 43 157 Turn Type Perm NA pm+pt NA pm+pt NA pm+ov Perm NA Protected Phases 6 5 2 7 4 5 8 Permitted Phases 6 2 4 4 8 Detector Phase 6 6 5 2 7 4 5 8 8 Switch Phase Minimum Initial (s) 7.0 7.0 5.0 7.0 5.0 7.0 5.0 7.0 7.0 Minimum Split (s) 28.0 28.0 11.0 28.0 11.0 32.0 11.0 32.0 32.0 Total Split (s) 49.0 49.0 34.0 83.0 19.0 47.0 34.0 28.0 28.0 Total Split (%) 37.7% 37.7% 26.2% 63.8% 14.6% 36.2% 26.2% 21.5% 21.5% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 3.0 2.0 3.0 3.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 7.0 6.0 7.0 7.0 Lead/Lag Lag Lag Lead Lead Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Recall Mode C-Max C-Max None C-Max None None None None None Intersection Summary This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 130 Actuated Cycle Length: 130 Offset: 43 (33%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 85 Control Type: Actuated -Coordinated Splits and Phases: 14: Federal Highway & NE 54th Street 02 (R) 83s 47s f 05 1 _? I 7 08 6 (R) 34 s 49 s 19 s t3 s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn HCM Signalized Intersection Capacity Analysis 14: Federal Highway & NE 54th Street Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations 4144 4T4 19 + r* Traffic Volume (vph) 104 296 156 47 362 69 210 323 138 Future Volume (vph) 104 296 156 47 362 69 210 323 138 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.0 7.0 6.0 Lane Util. Factor 0.91 0.95 1.00 1.00 1.00 Frpb, ped/bikes 0.99 0.99 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 Frt 0.96 0.98 1.00 1.00 0.85 Flt Protected 0.99 1.00 0.95 1.00 1.00 Satd. Flow (prot) 4776 3426 1769 1863 1560 Flt Permitted 0.75 0.83 0.21 1.00 1.00 Satd. Flow (perm) 3618 2852 385 1863 1560 Peak -hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 111 315 166 50 385 73 223 344 147 RTOR Reduction (vph) 0 39 0 0 10 0 0 0 97 Lane Group Flow (vph) 0 553 0 0 498 0 223 344 50 Confl. Peds. (#/hr) 5 4 4 5 5 2 Confl. Bikes (#/hr) 1 6 2 This submittal needs to be schebu led bra public hearing In accordance with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decla on. PZ-21-10809 12/16/21 43 1900 1900 7.0 7.0 1.00 1.00 1.00 0.99 1.00 1.00 1.00 0.95 0.95 1.00 1766 1756 0.55 1.00 1030 1756 0.94 0.94 0.94 46 167 86 0 14 0 46 239 0 2 5 1900 Turn Type Perm NA pm+pt NA pm+pt NA pm+ov Perm NA Protected Phases 6 5 2 7 4 5 8 Permitted Phases 6 2 4 4 8 Actuated Green, G (s) 67.1 78.1 38.9 38.9 43.9 19.9 19.9 Effective Green, g (s) 67.1 78.1 38.9 38.9 43.9 19.9 19.9 Actuated g/C Ratio 0.52 0.60 0.30 0.30 0.34 0.15 0.15 Clearance Time (s) 6.0 6.0 6.0 7.0 6.0 7.0 7.0 Vehicle Extension (s) 1.0 1.0 2.0 2.5 2.0 2.5 2.5 Lane Grp Cap (vph) 1867 1735 253 557 526 157 268 v/s Ratio Prot c0.01 c0.09 0.18 0.00 0.14 v/s Ratio Perm 0.15 c0.16 c0.18 0.03 0.04 v/c Ratio 0.30 0.29 0.88 0.62 0.09 0.29 0.89 Uniform Delay, d1 18.0 12.5 38.1 39.2 29.5 48.8 54.0 Progression Factor 1.00 1.58 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.4 0.0 27.4 1.7 0.0 0.8 28.4 Delay (s) 18.4 19.8 65.5 40.9 29.5 49.6 82.4 Level of Service B B E D C D F Approach Delay (s) 18.4 19.8 46.2 77.4 Approach LOS B B D E Intersection Summary HCM 2000 Control Delay 36.5 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.51 Actuated Cycle Length (s) 130.0 Sum of lost time (s) 25.0 Intersection Capacity Utilization 83.7% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn Lanes, Volumes, Timings 15: Biscayne Boulevard & NE 54th Street t Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations 19 r* r* Traffic Volume (vph) 287 181 318 1270 811 163 Future Volume (vph) 287 181 318 1270 811 163 Turn Type Prot pm+ov pm+pt NA NA Perm Protected Phases 8 1 1 6 2 Permitted Phases 8 6 Detector Phase 8 1 1 6 2 2 Switch Phase Minimum Initial (s) 7.0 5.0 5.0 7.0 7.0 7.0 Minimum Split (s) 34.4 11.0 11.0 29.0 29.0 29.0 Total Split (s) 33.0 21.0 21.0 97.0 76.0 76.0 Total Split (%) 25.4% 16.2% 16.2% 74.6% 58.5% 58.5% Yellow Time (s) 4.4 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 3.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.4 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode None None None C-Max C-Max C-Max Intersection Summary 2 This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 130 Actuated Cycle Length: 130 Offset: 57 (44%), Referenced to phase 2:SBT and 6:NBTL, Start of Green Natural Cycle: 80 Control Type: Actuated -Coordinated Splits and Phases: 15: Biscayne Boulevard & NE 54th Street ti 01 T 02(R) 08 21s} 76s 1 06 (R) IP 97s 33 s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn HCM 6th Signalized Intersection Summary 15: Biscayne Boulevard & NE 54th Street t Movement EBL EBR NBL NBT SBT SBR Lane Configurations vivi r* vi ++ ++ r* Traffic Volume (veh/h) 287 181 318 1270 811 163 Future Volume (veh/h) 287 181 318 1270 811 163 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/In 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 302 191 335 1337 854 172 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 3 3 3 3 3 3 Cap, veh/h 448 347 493 2701 2222 957 Arrive On Green 0.13 0.13 0.18 1.00 0.63 0.63 Sat Flow, veh/h 3428 1572 1767 3618 3618 1519 This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Grp Volume(v), veh/h 302 191 335 1337 854 172 Grp Sat Flow(s),veh/h/In 1714 1572 1767 1763 1763 1519 Q Serve(g_s), s 10.9 14.0 9.5 0.0 15.4 6.1 Cycle Q Clear(g_c), s 10.9 14.0 9.5 0.0 15.4 6.1 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 448 347 493 2701 2222 957 V/C Ratio(X) 0.67 0.55 0.68 0.50 0.38 0.18 Avail Cap(c_a), veh/h 675 451 538 2701 2222 957 HCM Platoon Ratio 1.00 1.00 2.00 2.00 1.00 1.00 Upstream Filter(I) 0.97 0.97 0.84 0.84 1.00 1.00 Uniform Delay (d), s/veh 53.8 44.9 7.6 0.0 11.7 10.0 Incr Delay (d2), s/veh 1.3 1.0 2.0 0.5 0.5 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 4.8 5.6 2.7 0.2 6.1 2.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 55.1 45.9 9.5 0.5 12.2 10.4 LnGrp LOS E D A A B B Approach Vol, veh/h 493 1672 1026 Approach Delay, s/veh 51.6 2.3 11.9 Approach LOS D A B Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 17.7 87.9 105.6 24.4 Change Period (Y+Rc), s 6.0 6.0 6.0 7.4 Max Green Setting (Gmax), s 15.0 70.0 91.0 25.6 Max Q Clear Time (g_c+I1), s 11.5 17.4 2.0 16.0 Green Ext Time (p_c), s 0.2 2.6 4.6 1.0 Intersection Summary HCM 6th Ctrl Delay HCM 6th LOS Notes 13.0 B User approved pedestrian interval to be less than phase max green. K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn Lanes, Volumes, Timings 16: NE 2nd Avenue & NE 51st Street (N) Lane Group WBL WBR NBT SBL SBT 01 03 Lane Configurations r* 19 + Traffic Volume (vph) 31 31 526 20 416 Future Volume (vph) 31 31 526 20 416 Turn Type Prot pm+ov NA pm+pt NA Protected Phases 4 5 6 5 2 1 3 Permitted Phases 4 2 Detector Phase 4 5 6 5 2 Switch Phase Minimum Initial (s) 7.0 5.0 14.0 5.0 14.0 5.0 7.0 Minimum Split (s) 25.0 10.7 33.0 10.7 33.0 10.7 25.0 Total Split (s) 25.0 15.0 45.0 15.0 45.0 15.0 35.0 Total Split (%) 20.8% 12.5% 37.5% 12.5% 37.5% 13% 29% Yellow Time (s) 4.0 3.7 4.0 3.7 4.0 3.7 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 5.7 6.0 5.7 6.0 Lead/Lag Lag Lead Lag Lead Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Recall Mode None None C-Max None C-Max None None Intersection Summary This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 120 Actuated Cycle Length: 120 Offset: 117 (98%), Referenced to phase 2:SBTL and 6:NBT, Start of Yellow Natural Cycle: 95 Control Type: Actuated -Coordinated Splits and Phases: 16: NE 2nd Avenue & NE 51st Street (N =22 ti 1 =1I _ T I 7i 3 Rj =22 i 3 __ 2. 15s 45s 35s -25s =16 05 =16 =22 I 11'06 (R) 15s 45s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn HCM Signalized Intersection Capacity Analysis 16: NE 2nd Avenue & NE 51st Street (N) Movement WBL WBR NBT NBR SBL SBT Lane Configurations r* 19 + Traffic Volume (vph) 31 31 526 47 20 416 Future Volume (vph) 31 31 526 47 20 416 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 5.7 6.0 5.7 6.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 0.98 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 0.99 1.00 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1770 1558 1838 1768 1863 Flt Permitted 0.95 1.00 1.00 0.35 1.00 Satd. Flow (perm) 1770 1558 1838 656 1863 This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Peak -hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 33 33 554 49 21 438 RTOR Reduction (vph) 0 30 1 0 0 0 Lane Group Flow (vph) 33 3 602 0 21 438 Confl. Peds. (#/hr) 3 4 4 Confl. Bikes (#/hr) 5 Turn Type Prot pm+ov NA pm+pt NA Protected Phases 4 5 6 5 2 Permitted Phases 4 2 Actuated Green, G (s) 5.0 9.2 79.5 84.8 80.6 Effective Green, g (s) 5.0 9.2 79.5 84.8 80.6 Actuated g/C Ratio 0.04 0.08 0.66 0.71 0.67 Clearance Time (s) 6.0 5.7 6.0 5.7 6.0 Vehicle Extension (s) 2.5 2.0 1.0 2.0 1.0 Lane Grp Cap (vph) 73 119 1217 502 1251 v/s Ratio Prot c0.02 0.00 c0.33 c0.00 0.24 v/s Ratio Perm 0.00 0.03 v/c Ratio 0.45 0.02 0.49 0.04 0.35 Uniform Delay, d1 56.2 51.2 10.2 6.3 8.5 Progression Factor 1.00 1.00 0.50 1.02 0.94 Incremental Delay, d2 3.2 0.0 1.4 0.0 0.7 Delay (s) 59.4 51.3 6.5 6.4 8.7 Level of Service E D A A A Approach Delay (s) 55.3 6.5 8.6 Approach LOS E A A Intersection Summary HCM 2000 Control Delay 10.2 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.43 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 23.7 Intersection Capacity Utilization 47.4% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn Lanes, Volumes, Timings 22: NE 2nd Avenue & NE 51st Street (S) -v1\ t 4,I Lane Group EBL EBR NBL NBT SBT SBR 04 05 Lane Configurations vir 19 + r* Traffic Volume (vph) 52 22 12 474 447 10 Future Volume (vph) 52 22 12 474 447 10 Turn Type Prot pm+ov pm+pt NA NA Perm Protected Phases 3 1 1 6 2 Permitted Phases 3 6 Detector Phase 3 1 1 6 2 2 Switch Phase Minimum Initial (s) 7.0 5.0 5.0 14.0 14.0 14.0 7.0 5.0 Minimum Split (s) 25.0 10.7 10.7 33.0 33.0 33.0 25.0 10.7 Total Split (s) 35.0 15.0 15.0 45.0 45.0 45.0 25.0 15.0 Total Split (%) 29.2% 12.5% 12.5% 37.5% 37.5% 37.5% 21% 13% Yellow Time (s) 4.0 3.7 3.7 4.0 4.0 4.0 4.0 3.7 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 5.7 5.7 6.0 6.0 6.0 Lead/Lag Lead Lead Lead Lag Lag Lag Lag Lead Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None C-Max C-Max C-Max None None Intersection Summary 2 4 5 This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 120 Actuated Cycle Length: 120 Offset: 117 (98%), Referenced to phase 2:SBTL and 6:NBT, Start of Yellow Natural Cycle: 95 Control Type: Actuated -Coordinated Splits and Phases: 22: NE 2nd Avenue & NE 51st Street (S =22 ti 1 =1I _ T I 7i 3 Rj =22 03 =_ 6 172. 15s 45s T 35s -25s =16 05 =16 =22 I 11'06 (R) 15s 45s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn HCM Signalized Intersection Capacity Analysis 22: NE 2nd Avenue & NE 51st Street (S) t Movement EBL EBR NBL NBT SBT SBR Lane Configurations 1 19 + 1 Traffic Volume (vph) 52 22 12 474 447 10 Future Volume (vph) 52 22 12 474 447 10 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 5.7 5.7 6.0 6.0 6.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.98 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 1.00 0.85 Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00 Satd. Flow (prot) 1770 1583 1767 1863 1863 1549 Flt Permitted 0.95 1.00 0.45 1.00 1.00 1.00 Satd. Flow (perm) 1770 1583 838 1863 1863 1549 This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Peak -hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 55 23 13 499 471 11 RTOR Reduction (vph) 0 21 0 0 0 0 Lane Group Flow (vph) 55 2 13 499 471 11 Confl. Peds. (#/hr) 3 5 5 Confl. Bikes (#/hr) 10 Turn Type Prot pm+ov pm+pt NA NA Perm Protected Phases 3 1 1 6 2 Permitted Phases 3 6 2 Actuated Green, G (s) 7.6 10.7 82.6 79.5 80.6 80.6 Effective Green, g (s) 7.6 10.7 82.6 79.5 80.6 80.6 Actuated g/C Ratio 0.06 0.09 0.69 0.66 0.67 0.67 Clearance Time (s) 6.0 5.7 5.7 6.0 6.0 6.0 Vehicle Extension (s) 2.5 2.0 2.0 1.0 1.0 1.0 Lane Grp Cap (vph) 112 141 600 1234 1251 1040 v/s Ratio Prot c0.03 0.00 c0.00 c0.27 0.25 v/s Ratio Perm 0.00 0.01 0.01 v/c Ratio 0.49 0.01 0.02 0.40 0.38 0.01 Uniform Delay, d1 54.3 49.8 6.1 9.3 8.7 6.5 Progression Factor 1.00 1.00 1.00 1.00 0.27 0.30 Incremental Delay, d2 2.5 0.0 0.0 1.0 0.8 0.0 Delay (s) 56.8 49.9 6.1 10.3 3.2 2.0 Level of Service E D A B A A Approach Delay (s) 54.7 10.2 3.1 Approach LOS D B A Intersection Summary HCM 2000 Control Delay 10.3 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.37 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 23.7 Intersection Capacity Utilization 40.8% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn Lanes, Volumes, Timings 17: Biscayne Boulevard & NE 50th Terrace I Lane Group WBL NBT SBL SBT Lane Configurations 14" i ++ Traffic Volume (vph) 57 1434 19 1084 Future Volume (vph) 57 1434 19 1084 Turn Type Perm NA Perm NA Protected Phases 6 2 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 7.0 14.0 14.0 14.0 Minimum Split (s) 35.0 20.0 20.0 20.0 Total Split (s) 31.0 99.0 99.0 99.0 Total Split (%) 23.8% 76.2% 76.2% 76.2% Yellow Time (s) 4.0 4.0 4.0 4.0 All -Red Time (s) 3.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 6.0 6.0 6.0 Lead/Lag Lead -Lag Optimize? Recall Mode None C-Max C-Max C-Max Intersection Summary 4 2 4 6 2 2 This submittal needs b be scheduled for a puboc hearing In accordance wM1h timelines set forth in the City of Miami Code. The applica de decision -making body NOR rolew the information at the punt hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 Cycle Length: 130 Actuated Cycle Length: 130 Offset: 27 (21%), Referenced to phase 2:SBTL and 6:NBT, Start of Green Natural Cycle: 75 Control Type: Actuated -Coordinated Splits and Phases: 17: Biscayne Boulevard & NE 50th Terrace ! T oz CR) 04 99s 31s } R 106 (R) 99 s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn HCM Signalized Intersection Capacity Analysis 17: Biscayne Boulevard & NE 50th Terrace Movement WBL WBR NBT NBR SBL SBT Lane Configurations V 144 19 ++ Traffic Volume (vph) 57 14 1434 61 19 1084 Future Volume (vph) 57 14 1434 61 19 1084 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time (s) 7.0 6.0 6.0 6.0 Lane Util. Factor 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 Frt 0.97 0.99 1.00 1.00 Flt Protected 0.96 1.00 0.95 1.00 Satd. Flow (prot) 1732 3514 1769 3539 Flt Permitted 0.96 1.00 0.15 1.00 Satd. Flow (perm) 1732 3514 270 3539 This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Peak -hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 59 15 1494 64 20 1129 RTOR Reduction (vph) 8 0 1 0 0 0 Lane Group Flow (vph) 66 0 1557 0 20 1129 Confl. Peds. (#/hr) 3 1 2 2 Confl. Bikes (#/hr) 5 Turn Type Perm NA Perm NA Protected Phases 6 2 Permitted Phases 4 2 Actuated Green, G (s) 8.7 108.3 108.3 108.3 Effective Green, g (s) 8.7 108.3 108.3 108.3 Actuated g/C Ratio 0.07 0.83 0.83 0.83 Clearance Time (s) 7.0 6.0 6.0 6.0 Vehicle Extension (s) 2.5 1.0 1.0 1.0 Lane Grp Cap (vph) 115 2927 224 2948 v/s Ratio Prot c0.44 0.32 v/s Ratio Perm c0.04 0.07 v/c Ratio 0.57 0.53 0.09 0.38 Uniform Delay, d1 58.8 3.3 2.0 2.7 Progression Factor 1.00 1.00 0.83 0.79 Incremental Delay, d2 5.5 0.7 0.7 0.4 Delay (s) 64.3 3.9 2.4 2.5 Level of Service E A A A Approach Delay (s) 64.3 3.9 2.5 Approach LOS E A A Intersection Summary HCM 2000 Control Delay 4.9 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.53 Actuated Cycle Length (s) 130.0 Sum of lost time (s) 13.0 Intersection Capacity Utilization 58.8% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn Lanes, Volumes, Timings 18: North Miami Avenue & NW 46th Street/NE 46th Street t Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations 43, 44 19 144 19 144 Traffic Volume (vph) 32 28 12 22 25 897 2 404 Future Volume (vph) 32 28 12 22 25 897 2 404 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 8 4 6 2 Permitted Phases 8 4 6 2 Detector Phase 8 8 4 4 6 6 2 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 29.3 29.3 29.3 29.3 23.4 23.4 23.4 23.4 Total Split (s) 26.0 26.0 26.0 26.0 49.0 49.0 49.0 49.0 Total Split (%) 34.7% 34.7% 34.7% 34.7% 65.3% 65.3% 65.3% 65.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.4 4.4 4.4 4.4 All -Red Time (s) 2.3 2.3 2.3 2.3 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.3 6.3 6.4 6.4 6.4 6.4 Lead/Lag Lead -Lag Optimize? Recall Mode None None None None C-Max C-Max C-Max C-Max Intersection Summary This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appll®de decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 75 Actuated Cycle Length: 75 Offset: 40 (53%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 55 Control Type: Actuated -Coordinated Splits and Phases: 18: North Miami Avenue & NW 46th Street/NE 46th Street IF �32 (R) ■ 1- 04 ��} 49s I 26s 06 (R .;. 49 s '7 20 s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn HCM 6th Signalized Intersection Summary 18: North Miami Avenue & NW 46th Street/NE 46th Street c Movement EBL EBT EBR WBL Lane Configurations Traffic Volume (veh/h) 32 28 38 12 Future Volume (veh/h) 32 28 38 12 Initial Q (Qb), veh 0 0 0 0 Ped-Bike Adj(A_pbT) 0.99 0.99 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 Work Zone On Approach No Adj Sat Flow, veh/h/In 1856 1856 1856 1856 Adj Flow Rate, veh/h 34 30 40 13 Peak Hour Factor 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 3 3 3 3 Cap, veh/h 102 56 59 95 Arrive On Green 0.10 0.10 0.10 0.10 Sat Flow, veh/h 397 587 615 327 Grp Volume(v), veh/h 104 0 0 40 Grp Sat Flow(s),veh/h/In 1598 0 0 1747 Q Serve(g_s), s 3.1 0.0 0.0 0.0 Cycle Q Clear(g_c), s 4.7 0.0 0.0 1.5 Prop In Lane 0.33 0.38 0.32 Lane Grp Cap(c), veh/h 217 0 0 231 V/C Ratio(X) 0.48 0.00 0.00 0.17 Avail Cap(c_a), veh/h 477 0 0 500 HCM Platoon Ratio 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 Uniform Delay (d), s/veh 32.7 0.0 0.0 31.3 Incr Delay (d2), s/veh 1.2 0.0 0.0 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 1.8 0.0 0.0 0.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 33.9 0.0 0.0 31.6 LnGrp LOS C A A C Approach Vol, veh/h 104 Approach Delay, s/veh 33.9 Approach LOS C Timer - Assigned Phs This submittal needs to be schebu led bra public hearing In accordance with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decia on. WBT WBR NBL NBT NBR vi 22 4 25 897 29 22 4 25 897 29 0 0 0 0 0 0 0 0 0.99 1.00 1.00 1.00 0.97 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 No No No 1856 1856 1856 1856 1856 1856 1856 1856 23 4 27 954 31 2 430 29 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 3 3 3 3 3 3 3 3 120 17 771 2560 83 456 2459 165 0.10 0.10 0.73 0.73 0.73 0.98 0.98 0.98 1246 175 923 3484 113 567 3346 225 0 0 27 483 502 2 226 233 0 0 923 1763 1835 567 1763 1808 0.0 0.0 0.6 7.5 7.5 0.0 0.3 0.3 0.0 0.0 0.9 7.5 7.5 7.5 0.3 0.3 0.10 1.00 0.06 1.00 0.12 0 0 771 1295 1348 456 1295 1329 0.00 0.00 0.04 0.37 0.37 0.00 0.17 0.18 0 0 771 1295 1348 456 1295 1329 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 0.00 0.00 1.00 1.00 1.00 0.95 0.95 0.95 0.0 0.0 2.8 3.6 3.6 0.9 0.2 0.2 0.0 0.0 0.1 0.8 0.8 0.0 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 2.0 2.1 0.0 0.2 0.2 PZ-21-10809 12/16/21 0.0 0.0 2.9 4.5 4.4 0.9 0.5 0.5 A A A A A A A A 40 1012 461 31.6 4.4 0.5 C A A 2 4 6 8 Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s Intersection Summary 61.5 13.5 61.5 13.5 6.4 * 6.3 6.4 * 6.3 42.6 *20 42.6 *20 9.5 3.5 9.5 6.7 1.0 0.1 2.4 0.3 HCM 6th Ctrl Delay HCM 6th LOS Notes 5.9 A User approved pedestrian interval to be less than phase max green. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn Lanes, Volumes, Timings 19: NE 2nd Avenue & NE 39th Street t Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations 43, 44 19 " i "ri Traffic Volume (vph) 34 20 50 64 28 332 55 371 Future Volume (vph) 34 20 50 64 28 332 55 371 Turn Type Perm NA Perm NA pm+pt NA pm+pt NA Protected Phases 8 4 1 6 5 2 Permitted Phases 8 4 6 2 Detector Phase 8 8 4 4 1 6 5 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 5.0 7.0 5.0 7.0 Minimum Split (s) 31.0 31.0 31.0 31.0 11.0 26.0 11.0 26.0 Total Split (s) 51.0 51.0 51.0 51.0 23.0 106.0 23.0 106.0 Total Split (%) 28.3% 28.3% 28.3% 28.3% 12.8% 58.9% 12.8% 58.9% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None None C-Max None C-Max Intersection Summary This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 180 Actuated Cycle Length: 180 Offset: 59 (33%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 70 Control Type: Actuated -Coordinated Splits and Phases: 19: NE 2nd Avenue & NE 39th Street (P.);4 ) 41I- . 23s1 1106s 1 514 G S At06 (R) ' 23s ]106s51s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn HCM 6th Signalized Intersection Summary 19: NE 2nd Avenue & NE 39th Street This submittal needs to be schebu led bra public hearing In accordance with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decia on. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations Traffic Volume (veh/h) 34 20 57 50 Future Volume (veh/h) 34 20 57 50 Initial Q (Qb), veh 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.97 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 Work Zone On Approach No Adj Sat Flow, veh/h/In 1856 1856 1856 1856 Adj Flow Rate, veh/h 37 22 61 54 Peak Hour Factor 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 3 3 3 3 Cap, veh/h 79 52 108 74 Arrive On Green 0.20 0.20 0.20 0.20 Sat Flow, veh/h 268 264 550 253 Grp Volume(v), veh/h 120 0 0 277 Grp Sat Flow(s),veh/h/In 1083 0 0 1536 Q Serve(g_s), s 0.0 0.0 0.0 14.7 Cycle Q Clear(g_c), s 17.1 0.0 0.0 31.9 Prop In Lane 0.31 0.51 0.19 Lane Grp Cap(c), veh/h 239 0 0 325 V/C Ratio(X) 0.50 0.00 0.00 0.85 Avail Cap(c_a), veh/h 315 0 0 408 HCM Platoon Ratio 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 Uniform Delay (d), s/veh 64.1 0.0 0.0 70.9 Incr Delay (d2), s/veh 2.0 0.0 0.0 13.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 5.1 0.0 0.0 13.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 66.0 0.0 0.0 84.7 LnGrp LOS E A A F Approach Vol, veh/h 120 Approach Delay, s/veh 66.0 Approach LOS E 64 143 28 332 31 64 143 28 332 31 55 0 0 0 0 0 0 0 0 0.97 0.99 0.96 0.99 0.96 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 No No No 1856 1856 1856 1856 1856 1856 1856 1856 69 154 30 357 33 59 399 44 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 3 3 3 3 3 3 3 3 84 168 683 1129 104 720 1114 123 0.20 0.20 0.03 0.90 0.90 0.04 0.91 0.91 429 854 1767 1666 154 1767 1634 180 0 0 30 0 390 59 0 443 0 0 1767 0 1820 1767 0 1814 0.0 0.0 0.9 0.0 5.3 1.8 0.0 6.0 0.0 0.0 0.9 0.0 5.3 1.8 0.0 6.0 0.56 1.00 0.08 1.00 0.10 0 0 683 0 1233 720 0 1237 0.00 0.00 0.04 0.00 0.32 0.08 0.00 0.36 0 0 811 0 1233 841 0 1237 1.00 1.00 1.33 1.33 1.33 1.33 1.33 1.33 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 0.0 0.0 8.3 0.0 3.1 8.2 0.0 2.9 0.0 0.0 0.0 0.0 0.7 0.0 0.0 0.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.0 1.9 0.7 0.0 2.1 PZ-21-10809 12/16/21 0.0 0.0 8.3 0.0 3.8 8.2 0.0 3.7 A A A A A A A A 277 420 502 84.7 4.1 4.3 F A A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 9.9 128.8 41.3 10.7 127.9 41.3 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 17.0 100.0 45.0 17.0 100.0 45.0 Max Q Clear Time (g_c+I1), s 2.9 8.0 33.9 3.8 7.3 19.1 Green Ext Time (p_c), s 0.0 1.0 1.5 0.0 0.9 0.8 Intersection Summary HCM 6th Ctrl Delay 26.7 HCM 6th LOS C K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Existing_9.20.syn PUB(, o' y 0 0 a NOTICE This submittal needs b be scheduled for a puboc hearing in accordance with timelines set forth in the City of Miami Code.The applica de decision -making bcdywill renew the infonna0on at the pubs hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 ti k ,,Ew CO'�,a Future Background P.M. 2 Lanes, Volumes, Timings 1: NW 6th Avenue/I-95 SB Off -Ramp & NW 62nd Street Futur Lane Group EBT WBL WBT SBL SBT Lane Configurations +" i ++ "ri Traffic Volume (vph) 714 484 862 308 336 Future Volume (vph) 714 484 862 308 336 Turn Type NA pm+pt NA Split NA Protected Phases 6 5 2 8 8 Permitted Phases 2 Detector Phase 6 5 2 8 8 Switch Phase Minimum Initial (s) 7.0 5.0 7.0 7.0 7.0 Minimum Split (s) 25.0 11.0 25.0 25.0 25.0 Total Split (s) 69.0 18.0 87.0 46.0 46.0 Total Split (%) 51.9% 13.5% 65.4% 34.6% 34.6% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode C-Max None C-Max None None Intersection Summary This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 133 Actuated Cycle Length: 133 Offset: 33 (25%), Referenced to phase 2:WBTL and 6:EBT, Start of Yellow Natural Cycle: 120 Control Type: Actuated -Coordinated Splits and Phases: 1: NW 6th Avenue/I-95 SB Off -Ramp & NW 62nd Street 02 CRj 8 7 s 1 16 sO8411- , 05 436 CR) 18s 69s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn HCM 6th Signalized Intersection Summary 1: NW 6th Avenue/I-95 SB Off -Ramp & NW 62nd Street Futur This submittal needs to be schebu led bra public hearing In aaord ana with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decla on. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations " i 1 ++ Traffic Volume (veh/h) 0 714 310 484 862 0 0 0 0 30 Future Volume (veh/h) 0 714 310 484 862 0 0 0 0 308 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/In 0 1856 1856 1856 1856 0 1856 1856 1856 Adj Flow Rate, veh/h 0 760 330 515 917 0 328 357 456 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 0 3 3 3 3 0 3 3 3 Cap, veh/h 0 1125 488 351 2147 0 531 222 284 Arrive On Green 0.00 0.63 0.63 0.12 0.81 0.00 0.30 0.30 0.30 Sat Flow, veh/h 0 2468 1030 1767 3618 0 1767 739 944 Grp Volume(v), veh/h 0 564 526 515 917 0 328 0 813 Grp Sat Flow(s),veh/h/In 0 1763 1642 1767 1763 0 1767 0 1683 Q Serve(g_s), s 0.0 27.4 27.5 12.0 10.0 0.0 21.2 0.0 40.0 Cycle Q Clear(g_c), s 0.0 27.4 27.5 12.0 10.0 0.0 21.2 0.0 40.0 Prop In Lane 0.00 0.63 1.00 0.00 1.00 0.56 Lane Grp Cap(c), veh/h 0 835 778 351 2147 0 531 0 506 V/C Ratio(X) 0.00 0.68 0.68 1.47 0.43 0.00 0.62 0.00 1.61 Avail Cap(c_a), veh/h 0 835 778 351 2147 0 531 0 506 HCM Platoon Ratio 1.00 1.33 1.33 1.33 1.33 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.53 0.53 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 18.0 18.0 27.4 5.9 0.0 39.9 0.0 46.5 Incr Delay (d2), s/veh 0.0 4.4 4.7 219.0 0.3 0.0 1.9 0.0 281.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 0.0 10.6 10.0 27.4 3.0 0.0 9.5 0.0 56.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 22.4 22.7 246.4 6.2 0.0 41.9 0.0 328.3 LnGrp LOS ACC F A A D A F Approach Vol, veh/h 1090 1432 1141 Approach Delay, s/veh 22.5 92.6 245.9 Approach LOS C F F Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s Intersection Summary 87.0 18.0 69.0 46.0 6.0 6.0 6.0 6.0 81.0 12.0 63.0 40.0 12.0 14.0 29.5 42.0 2.8 0.0 2.9 0.0 HCM 6th Ctrl Delay HCM 6th LOS 119.5 F K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn Lanes, Volumes, Timings 2: NW 6th Avenue/NW 5th Court & NW 62nd Street Futur Lane Group EBL EBT WBT NBT Lane Configurations ++ 1 Traffic Volume (vph) 283 713 952 432 Future Volume (vph) 283 713 952 432 Turn Type pm+pt NA NA NA Protected Phases 1 6 2 4 Permitted Phases 6 Detector Phase 1 6 2 4 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 7.0 Minimum Split (s) 11.0 20.0 20.0 30.0 Total Split (s) 15.0 82.0 67.0 43.0 Total Split (%) 12.0% 65.6% 53.6% 34.4% Yellow Time (s) 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Recall Mode None C-Max C-Max None Intersection Summary This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 125 Actuated Cycle Length: 125 Offset: 106 (85%), Referenced to phase 2:WBT and 6:EBTL, Start of Yellow Natural Cycle: 150 Control Type: Actuated -Coordinated Splits and Phases: 2: NW 6th Avenue/NW 5th Court & NW 62nd Street 01 15s 67s 43s -11"061:P.) 82 s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn HCM 6th Signalized Intersection Summary 2: NW 6th Avenue/NW 5th Court & NW 62nd Street Futur This submittal needs to be schebu led bra public hearing In aaord ana with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decla on. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations ++ Traffic Volume (veh/h) 283 713 0 0 952 285 625 432 593 Future Volume (veh/h) 283 713 0 0 952 285 625 432 593 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.97 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/In 1856 1856 0 0 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 295 743 0 0 992 297 651 450 618 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 3 3 0 0 3 3 3 3 3 Cap, veh/h 280 2144 0 0 1298 386 376 264 371 Arrive On Green 0.10 0.81 0.00 0.00 0.65 0.65 0.30 0.30 0.30 Sat Flow, veh/h 1767 3618 0 0 2753 791 1271 893 1254 Grp Volume(v), veh/h 295 743 0 0 655 634 918 0 801 Grp Sat Flow(s),veh/h/In 1767 1763 0 0 1763 1689 1792 0 1625 Q Serve(g_s), s 9.0 7.0 0.0 0.0 32.3 32.9 37.0 0.0 37.0 Cycle Q Clear(g_c), s 9.0 7.0 0.0 0.0 32.3 32.9 37.0 0.0 37.0 Prop In Lane 1.00 0.00 0.00 0.47 0.71 0.77 Lane Grp Cap(c), veh/h 280 2144 0 0 860 824 530 0 481 V/C Ratio(X) 1.05 0.35 0.00 0.00 0.76 0.77 1.73 0.00 1.66 Avail Cap(c_a), veh/h 280 2144 0 0 860 824 530 0 481 HCM Platoon Ratio 1.33 1.33 1.00 1.00 1.33 1.33 1.00 1.00 1.00 Upstream Filter(I) 0.69 0.69 0.00 0.00 0.83 0.83 1.00 0.00 1.00 Uniform Delay (d), s/veh 27.2 5.4 0.0 0.0 16.9 17.0 44.0 0.0 44.0 Incr Delay (d2), s/veh 58.9 0.3 0.0 0.0 5.3 5.7 336.7 0.0 308.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 9.1 2.3 0.0 0.0 12.1 11.9 65.9 0.0 55.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 86.1 5.7 0.0 0.0 22.2 22.7 380.7 0.0 352.3 LnGrp LOS F A A A CC F A F Approach Vol, veh/h 1038 1289 1719 Approach Delay, s/veh 28.5 22.4 367.5 Approach LOS C C F Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 15.0 67.0 43.0 82.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 9.0 61.0 37.0 76.0 Max Q Clear Time (g_c+I1), s 11.0 34.9 39.0 9.0 Green Ext Time (p_c), s 0.0 3.6 0.0 2.1 Intersection Summary HCM 6th Ctrl Delay HCM 6th LOS 170.6 F K:1FTL_TPTO1043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn 4 P U Lanes, Volumes, Timings 3: NW 2nd Avenue & NW 62nd Street/NE 62nd Street Futur G 0 Ate Q. 4- t Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations 19 4 19 4 19 + r* 19 1' Traffic Volume (vph) 162 831 113 877 163 352 110 61 133 Future Volume (vph) 162 831 113 877 163 352 110 61 133 102 Turn Type pm+pt NA pm+pt NA pm+pt NA Perm pm+pt NA Perm Protected Phases 1 6 5 2 7 4 3 8 Permitted Phases 6 2 4 4 8 Detector Phase 1 6 5 2 7 4 4 3 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 7.0 7.0 5.0 7.0 7.0 Minimum Split (s) 10.7 25.0 10.7 25.0 10.7 25.0 25.0 10.7 25.0 25.0 Total Split (s) 18.0 72.0 18.0 72.0 18.0 42.0 42.0 18.0 42.0 42.0 Total Split (%) 12.0% 48.0% 12.0% 48.0% 12.0% 28.0% 28.0% 12.0% 28.0% 28.0% Yellow Time (s) 3.7 4.0 3.7 4.0 3.7 4.0 4.0 3.7 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.7 6.0 5.7 6.0 5.7 6.0 6.0 5.7 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None C-Max None None None None None None NOTICE Ibis submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body will resiew the information at the pubec hearing to render a recommended on or a final decla on. Intersection Summary 1 0 8 PZ-21-10809 12/16/21 v4k' !EW COV Cycle Length: 150 Actuated Cycle Length: 150 Offset: 16 (11%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 80 Control Type: Actuated -Coordinated Splits and Phases: 3: NW 2nd Avenue & NW 62nd Street/NE 62nd Street 01 \111.03 tO=4 02 (R) 18s 72s ir 18s 42s 05 ir 07 T 08 D6 (R) 18s 72s 18s 42s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn HCM 6th Signalized Intersection Summary 3: NW 2nd Avenue & NW 62nd Street/NE 62nd Street c Futur Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations 19 4 19 44) r* Traffic Volume (veh/h) 162 831 182 113 877 117 163 352 110 6 Future Volume (veh/h) 162 831 182 113 877 117 163 352 110 61 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.97 1.00 0.97 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 164 839 184 114 886 118 165 356 111 62 134 103 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap,veh/h 376 1582 347 356 1683 224 307 387 319 136 307 254 Arrive On Green 0.07 0.74 0.74 0.06 0.72 0.72 0.08 0.21 0.21 0.04 0.17 0.17 SatFlow,veh/h 1767 2856 626 1767 3113 415 1767 1856 1533 1767 1856 1531 Grp Volume(v), veh/h 164 518 505 114 502 502 165 356 111 62 134 103 Grp Sat Flow(s),veh/h/In 1767 1763 1719 1767 1763 1765 1767 1856 1533 1767 1856 1531 Q Serve(g_s), s 6.3 19.0 19.0 4.3 19.3 19.3 11.4 28.2 9.3 4.3 9.7 9.0 Cycle Q Clear(g_c), s 6.3 19.0 19.0 4.3 19.3 19.3 11.4 28.2 9.3 4.3 9.7 9.0 Prop In Lane 1.00 0.36 1.00 0.23 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 376 977 952 356 953 954 307 387 319 136 307 254 V/C Ratio(X) 0.44 0.53 0.53 0.32 0.53 0.53 0.54 0.92 0.35 0.46 0.44 0.41 Avail Cap(c_a), veh/h 422 977 952 426 953 954 307 445 368 212 445 368 HCM Platoon Ratio 1.33 1.33 1.33 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.95 0.95 0.95 0.35 0.35 0.35 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 14.9 11.3 11.3 14.9 12.4 12.4 45.7 58.2 50.7 50.8 56.3 56.0 Incr Delay (d2), s/veh 0.3 2.0 2.0 0.1 0.7 0.7 1.0 22.1 0.5 0.9 0.7 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 2.5 6.6 6.4 1.7 6.5 6.5 5.2 15.6 3.6 2.0 4.7 3.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 15.2 13.3 13.3 15.0 13.1 13.1 46.7 80.2 51.1 51.7 57.0 56.8 LnGrp LOS B BBBBBD F DDEE Approach Vol, veh/h 1187 1118 632 299 Approach Delay, s/veh 13.6 13.3 66.4 55.8 Approach LOS B B E E Timer - Assigned Phs 1 2 3 4 5 6 7 8 This submittal needs to be schebu led bra public hearing In aaord ana with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decia on. Phs Duration (G+Y+Rc), s 14.1 87.1 11.6 37.3 12.1 89.1 18.0 30.8 Change Period (Y+Rc), s * 5.7 6.0 * 5.7 6.0 * 5.7 6.0 * 5.7 6.0 Max Green Setting (Gmax), s * 12 66.0 * 12 36.0 * 12 66.0 * 12 36.0 Max Q Clear Time (g_c+I1), s 8.3 21.3 6.3 30.2 6.3 21.0 13.4 11.7 Green Ext Time (p_c), s 0.1 2.5 0.0 1.1 0.1 2.6 0.0 0.8 Intersection Summary HCM 6th Ctrl Delay 27.7 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. K:1FTL_TPTO1043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn Lanes, Volumes, Timings 4: NE 2nd Avenue & NE 62nd Street & NE 61st Street Futur t Lane Group EBL2 EBT EBR NBL NBT SBL SBT SWL SWR Lane Configurations 'Pi +1 r* 19 r v Traffic Volume (vph) 121 511 186 242 784 89 529 136 791 Future Volume (vph) 121 511 186 242 784 89 529 136 791 Turn Type pm+pt NA Perm Perm NA Perm NA pm+pt Perm Protected Phases 3 8 6 2 7 Permitted Phases 8 8 6 2 4 4 Detector Phase 3 8 8 6 6 2 2 7 4 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 7.0 7.0 7.0 7.0 5.0 7.0 Minimum Split (s) 10.7 25.0 25.0 41.0 41.0 41.0 41.0 10.7 25.0 Total Split (s) 20.0 35.0 35.0 65.0 65.0 65.0 65.0 20.0 35.0 Total Split (%) 16.7% 29.2% 29.2% 54.2% 54.2% 54.2% 54.2% 16.7% 29.2% Yellow Time (s) 3.7 4.0 4.0 4.0 4.0 4.0 4.0 3.7 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.7 6.0 6.0 6.0 6.0 5.7 6.0 Lead/Lag Lead Lag Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None C-Max C-Max C-Max C-Max None None Intersection Summary This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 120 Actuated Cycle Length: 120 Offset: 87 (73%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 130 Control Type: Actuated -Coordinated Splits and Phases: 4: NE 2nd Avenue & NE 62nd Street & NE 61st Street T 5JZ (R) v n4 65s 2J]s J5= 1 06 1.P.) u 65s 2.0s + J5s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn HCM Signalized Intersection Capacity Analysis 4: NE 2nd Avenue & NE 62nd Street & NE 61st Street Futur This submittal needs to be scheduled bra public hearing In accordance with Idmatinee set forth in the City of Miami Code. The appll®de decision -malting body will review the lntormatlon at the public hearing to render a recommentlatl on or a final decla on. Movement EBL2 EBT EBR NBL NBT NBR2 SBL SBT SBR Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Total Lost time (s) Lane Util. Factor Frpb, ped/bikes Flpb, ped/bikes Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Peak -hour factor, PHF Adj. Flow (vph) RTOR Reduction (vph) Lane Group Flow (vph) Confl. Peds. (#/hr) Confl. Bikes (#/hr) 121 511 186 242 784 103 89 529 144 1 121 511 186 242 784 103 89 529 144 136 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 5.7 6.0 6.0 6.0 6.0 5.7 6.0 1.00 0.95 1.00 0.95 0.95 1.00 0.88 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.85 0.99 0.97 1.00 0.85 0.95 1.00 1.00 0.99 0.99 0.95 1.00 1738 3539 1583 3448 3409 1770 2787 0.95 1.00 1.00 0.59 0.56 0.95 1.00 1738 3539 1583 2054 1910 1770 2787 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 126 532 194 252 817 107 93 551 150 142 824 0 0 141 0 40 0 0 17 0 0 0 126 532 53 0 1136 0 0 777 0 142 824 10 2 3 3 2 3 4 PZ-21-10809 12/16/21 Turn Type pm+pt NA Perm Perm NA Perm NA pm+pt Perm Protected Phases 3 8 6 2 7 Permitted Phases 8 8 6 2 4 4 Actuated Green, G (s) 42.7 32.7 32.7 59.0 59.0 43.9 33.3 Effective Green, g (s) 42.7 32.7 32.7 59.0 59.0 43.9 33.3 Actuated g/C Ratio 0.36 0.27 0.27 0.49 0.49 0.37 0.28 Clearance Time (s) 5.7 6.0 6.0 6.0 6.0 5.7 6.0 Vehicle Extension (s) 2.0 2.5 2.5 1.0 1.0 2.0 2.5 Lane Grp Cap (vph) 618 964 431 1009 939 647 773 v/s Ratio Prot 0.02 0.15 c0.02 v/s Ratio Perm 0.06 0.03 c0.55 0.41 0.06 c0.30 v/c Ratio 0.20 0.55 0.12 1.13 0.83 0.22 1.07 Uniform Delay, d1 26.8 37.4 32.9 30.5 26.1 26.2 43.4 Progression Factor 1.00 1.00 1.00 0.99 1.00 1.00 1.00 Incremental Delay, d2 0.1 0.6 0.1 69.2 8.3 0.1 51.4 Delay (s) 26.9 37.9 32.9 99.3 34.5 26.3 94.8 Level of Service C D C F C C F Approach Delay (s) 35.2 99.3 34.5 84.7 Approach LOS D F C F Intersection Summary HCM 2000 Control Delay 67.6 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.02 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 17.7 Intersection Capacity Utilization 115.3% ICU Level of Service H Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn 4 PURL/ HCM 6th TWSC 41: NE 2nd Avenue & NE 62nd Street Futur G O a. Intersection Int Delay, s/veh 2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations r ++ Traffic Vol, veh/h 0 296 905 0 0 762 Future Vol, veh/h 0 296 905 0 0 762 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 Veh in Median Storage, # 0 0 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles, % 3 3 3 3 3 3 Mvmt Flow 0 308 943 0 0 794 Major/Minor Minorl Majorl Major2 NOTICE This submittal needs to be scheduled fora puboc hearing In accortlancewhh timelines set forth in the City of Kam Code. The applira tie tlecision-mahing bodywlll relew the information at the public hearing to render a recommendation or a final tlecid on. PZ-21-10809 12/16/21 !EW GO�� Conflicting Flow All - 472 0 Stage 1 Stage 2 Critical Hdwy 5 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy - 3 Pot Cap-1 Maneuver 0 754 0 0 Stage 1 0 0 0 Stage 2 0 0 0 Platoon blocked, % Mov Cap-1 Maneuver - 754 Mov Cap-2 Maneuver Stage 1 Stage 2 Approach WB NB SB HCM Control Delay, s 13 0 0 HCM LOS B Minor Lane/Major Mvmt NBTWBLn1 SBT Capacity (veh/h) - 754 HCM Lane V/C Ratio - 0.409 HCM Control Delay (s) - 13 HCM Lane LOS B HCM 95th %tile Q(veh) 2 K:1FTL_TPT01043752001-Sabal Palm Villagelcalcs\Synchro\Future Background.syn Lanes, Volumes, Timings 5: Biscayne Boulevard & NE 62nd Street Futur 4- I Lane Group WBT NBL NBT SBL SBT Lane Configurations 4T4 19 144 19 144 Traffic Volume (vph) 4 183 1700 11 1161 Future Volume (vph) 4 183 1700 11 1161 Turn Type NA pm+pt NA Perm NA Protected Phases 4 1 6 2 Permitted Phases 6 2 Detector Phase 4 1 6 2 2 Switch Phase Minimum Initial (s) 7.0 5.0 7.0 7.0 7.0 Minimum Split (s) 32.0 11.0 29.5 29.5 29.5 Total Split (s) 36.0 18.0 94.0 76.0 76.0 Total Split (%) 27.7% 13.8% 72.3% 58.5% 58.5% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 3.0 2.0 2.5 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 6.0 6.5 6.5 6.5 Lead/Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Recall Mode None None C-Max C-Max C-Max Intersection Summary This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 130 Actuated Cycle Length: 130 Offset: 112 (86%), Referenced to phase 2:SBTL and 6:NBTL, Start of Green Natural Cycle: 90 Control Type: Actuated -Coordinated Splits and Phases: 5: Biscayne Boulevard & NE 62nd Street l 01 I if 02 (R) 0 4 18s 76s 6s } 106 (P.) V 94 s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn HCM 6th Signalized Intersection Summary 5: Biscayne Boulevard & NE 62nd Street Futur This submittal needs to be schebu led bra public hearing In aaord ana with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decla on. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations 4 i 19 Traffic Volume (veh/h) 0 0 0 11 4 8 183 1700 1 1 Future Volume (veh/h) 0 0 0 11 4 8 183 1700 1 11 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.97 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/In 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 11 4 8 189 1753 1 11 1197 209 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 Cap, veh/h 77 28 55 414 3069 2 263 2287 397 Arrive On Green 0.05 0.05 0.05 0.05 1.00 1.00 1.00 1.00 1.00 Sat Flow, veh/h 1617 586 1169 1767 3616 2 271 2995 519 Grp Volume(v), veh/h 12 0 11 189 855 899 11 701 705 Grp Sat Flow(s),veh/h/In 1775 0 1597 1767 1763 1855 271 1763 1751 Q Serve(g_s), s 0.8 0.0 0.9 2.9 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.8 0.0 0.9 2.9 0.0 0.0 0.0 0.0 0.0 Prop In Lane 0.91 0.73 1.00 0.00 1.00 0.30 Lane Grp Cap(c), veh/h 84 0 76 414 1496 1575 263 1346 1338 V/C Ratio(X) 0.14 0.00 0.14 0.46 0.57 0.57 0.04 0.52 0.53 Avail Cap(c_a), veh/h 396 0 356 509 1496 1575 263 1346 1338 HCM Platoon Ratio 1.00 1.00 1.00 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 1.00 0.00 1.00 0.41 0.41 0.41 1.00 1.00 1.00 Uniform Delay (d), s/veh 59.4 0.0 59.4 2.4 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.6 0.0 0.6 0.1 0.7 0.6 0.3 1.4 1.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 0.4 0.0 0.4 0.8 0.3 0.3 0.0 0.5 0.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 60.0 0.0 60.0 2.5 0.7 0.6 0.3 1.4 1.5 LnGrp LOS E A E A A A A A A Approach Vol, veh/h 23 1943 1417 Approach Delay, s/veh 60.0 0.8 1.5 Approach LOS E A A Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 11.1 105.8 13.2 116.8 Change Period (Y+Rc), s 6.0 6.5 7.0 6.5 Max Green Setting (Gmax), s 12.0 69.5 29.0 87.5 Max Q Clear Time (g_c+I1), s 4.9 2.0 2.9 2.0 Green Ext Time (p_c), s 0.1 4.3 0.1 5.7 Intersection Summary HCM 6th Ctrl Delay HCM 6th LOS 1.5 A K:1FTL_TPTO1043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn Lanes, Volumes, Timings 6: Biscayne Boulevard & NE 61st Street Futur t Lane Group EBL EBT WBL WBR NBT SBL SBT Lane Configurations " i r* '-" i +1' Traffic Volume (vph) 345 15 24 22 1527 23 1143 Future Volume (vph) 345 15 24 22 1527 23 1143 Turn Type Split NA Prot pm+ov NA pm+pt NA Protected Phases 8 8 4 5 6 5 2 Permitted Phases 4 2 Detector Phase 8 8 4 5 6 5 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 5.0 7.0 5.0 7.0 Minimum Split (s) 31.0 31.0 31.0 11.0 25.0 11.0 25.0 Total Split (s) 27.0 27.0 22.0 13.0 68.0 13.0 81.0 Total Split (%) 20.8% 20.8% 16.9% 10.0% 52.3% 10.0% 62.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 3.0 3.0 3.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 7.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode None None None None C-Max None C-Max Intersection Summary This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 130 Actuated Cycle Length: 130 Offset: 114 (88%), Referenced to phase 2:SBTL and 6:NBT, Start of Green Natural Cycle: 150 Control Type: Actuated -Coordinated Splits and Phases: 6: Biscayne Boulevard & NE 61st Street T 02(R)g cfl. 4 u 1 S 27 4 le] 22 s ' ,.. 05 I too (R) 13 s I68 s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn HCM Signalized Intersection Capacity Analysis 6: Biscayne Boulevard & NE 61st Street Futur { 1- ak. IN t P Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations 1 1 r* Traffic Volume (vph) 345 15 208 24 0 22 0 1527 13 2 Future Volume (vph) 345 15 208 24 0 22 0 1527 13 23 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 7.0 7.0 7.0 6.0 6.0 6.0 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 Frpb, ped/bikes 1.00 0.99 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.86 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 Satd. Flow (prot) 1752 1565 1752 1554 3500 1752 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.06 Satd. Flow (perm) 1752 1565 1752 1554 3500 114 Peak -hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 359 16 217 25 0 23 0 1591 14 24 RTOR Reduction (vph) 0 170 0 0 0 21 0 0 0 0 Lane Group Flow (vph) 359 63 0 25 0 2 0 1605 0 24 Confl. Peds. (#/hr) 3 2 2 3 14 1 1 Confl. Bikes (#/hr) 1 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% Turn Type Split NA Prot pm+ov NA pm+pt Protected Phases 8 8 4 5 6 5 Permitted Phases 4 2 Actuated Green, G (s) 20.0 20.0 4.8 9.1 74.9 85.2 85.2 Effective Green, g (s) 20.0 20.0 4.8 9.1 74.9 85.2 85.2 Actuated g/C Ratio 0.15 0.15 0.04 0.07 0.58 0.66 0.66 Clearance Time (s) 7.0 7.0 7.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.5 2.5 2.5 2.0 1.0 2.0 1.0 Lane Grp Cap (vph) 269 240 64 108 2016 128 2297 v/s Ratio Prot c0.20 0.04 c0.01 0.00 c0.46 0.01 c0.34 v/s Ratio Perm 0.00 0.12 v/c Ratio 1.33 0.26 0.39 0.01 0.80 0.19 0.52 Uniform Delay, d1 55.0 48.5 61.2 56.3 21.6 17.8 11.7 Progression Factor 1.00 1.00 1.00 1.00 0.93 0.44 0.33 Incremental Delay, d2 173.7 0.4 2.9 0.0 2.8 0.2 0.7 Delay (s) 228.7 48.9 64.0 56.3 22.8 8.1 4.6 Level of Service F D E E C A A Approach Delay (s) 157.9 60.3 22.8 4.6 Approach LOS F E C A Intersection Summary This submittal needs to be schebu led bra public hearing In aaord ana with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decla on. 1900 6.0 0.95 1.00 1.00 1.00 1.00 3505 1.00 3505 0.96 0.96 1191 0 0 0 1191 0 14 4 3% 3% NA 2 1900 HCM 2000 Control Delay 40.1 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.89 Actuated Cycle Length (s) 130.0 Sum of lost time (s) 26.0 Intersection Capacity Utilization 81.7% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPTO1043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn Lanes, Volumes, Timings 7: NE 2nd Avenue & NE 59th Street Futur I Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Lane Configurations 19 + r* Traffic Volume (vph) 22 10 18 50 12 26 853 19 770 Future Volume (vph) 22 10 18 50 12 26 853 19 770 Turn Type Perm NA Perm Perm NA Perm NA Perm NA Protected Phases 8 4 6 2 Permitted Phases 8 8 4 6 2 Detector Phase 8 8 8 4 4 6 6 2 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 28.0 28.0 28.0 28.0 28.0 27.0 27.0 27.0 27.0 Total Split (s) 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 Total Split (%) 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead -Lag Optimize? Recall Mode None None None None None C-Max C-Max C-Max C-Max Intersection Summary This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 120 Actuated Cycle Length: 120 Offset: 73 (61%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 55 Control Type: Actuated -Coordinated Splits and Phases: 7: NE 2nd Avenue & NE 59th Street ♦ 2(R) i Drt 60 s 60 s 1036 (R) U 60s 1 60s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn HCM 6th Signalized Intersection Summary 7: NE 2nd Avenue & NE 59th Street A Futur Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations r* Traffic Volume (veh/h) 22 10 18 50 12 96 26 853 18 1 Future Volume (veh/h) 22 10 18 50 12 96 26 853 18 19 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 0.99 0.99 1.00 0.96 1.00 0.96 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 23 11 19 53 13 101 27 898 19 20 811 14 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap,veh/h 183 252 212 94 28 126 79 2509 53 67 2544 44 Arrive On Green 0.14 0.14 0.14 0.14 0.14 0.14 1.00 1.00 1.00 1.00 1.00 1.00 Sat Flow, veh/h 1263 1856 1559 397 209 927 62 3284 69 47 3330 57 Grp Volume(v), veh/h 23 11 19 167 0 0 482 0 462 433 0 412 Grp Sat Flow(s),veh/h/In 1263 1856 1559 1533 0 0 1742 0 1673 1758 0 1676 Q Serve(g_s), s 0.0 0.6 1.3 9.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 3.1 0.6 1.3 12.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop In Lane 1.00 1.00 0.32 0.60 0.06 0.04 0.05 0.03 Lane Grp Cap(c), veh/h 183 252 212 248 0 0 1363 0 1278 1374 0 1280 V/C Ratio(X) 0.13 0.04 0.09 0.67 0.00 0.00 0.35 0.00 0.36 0.32 0.00 0.32 Avail Cap(c_a), veh/h 579 835 701 721 0 0 1363 0 1278 1374 0 1280 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.71 0.00 0.71 Uniform Delay (d), s/veh 46.1 45.1 45.3 50.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.2 0.1 0.1 2.4 0.0 0.0 0.7 0.0 0.8 0.4 0.0 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 0.6 0.3 0.5 5.0 0.0 0.0 0.3 0.0 0.3 0.2 0.0 0.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 46.4 45.1 45.5 52.5 0.0 0.0 0.7 0.0 0.8 0.4 0.0 0.5 LnGrp LOS D D D D A A A A A A A A Approach Vol, veh/h 53 167 944 845 Approach Delay, s/veh 45.8 52.5 0.8 0.4 Approach LOS D D A A This submittal needs to be schebu led bra public hearing In aaord ana with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decla on. Timer - Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s Intersection Summary 97.7 22.3 97.7 22.3 6.0 6.0 6.0 6.0 54.0 54.0 54.0 54.0 2.0 14.6 2.0 5.1 2.0 0.9 2.4 0.1 HCM 6th Ctrl Delay HCM 6th LOS 6.1 A K:1FTL_TPTO1043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn Lanes, Volumes, Timings 8: NW 6th Court & NW 54th Street Futur Lane Group EBT WBL WBT NBT SBL SBT SBR Lane Configurations 144 + 44 19 4 i* Traffic Volume (vph) 1040 6 685 0 114 48 147 Future Volume (vph) 1040 6 685 0 114 48 147 Turn Type NA Perm NA NA Split NA Prot Protected Phases 6 2 4 3 3 3 Permitted Phases 2 Detector Phase 6 2 2 4 3 3 3 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 33.0 33.0 33.0 13.0 13.0 13.0 13.0 Total Split (s) 79.0 79.0 79.0 16.0 15.0 15.0 15.0 Total Split (%) 71.8% 71.8% 71.8% 14.5% 13.6% 13.6% 13.6% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lag Lead Lead Lead Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode C-Max C-Max C-Max None None None None Intersection Summary This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 110 Actuated Cycle Length: 110 Offset: 100 (91%), Referenced to phase 2:WBTL and 6:EBT, Start of Yellow Natural Cycle: 60 Control Type: Actuated -Coordinated Splits and Phases: 8: NW 6th Court & NW 54th Street �I 4 411- 02 (R) 79s 1.5s 16s d 6(R) 79s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn HCM Signalized Intersection Capacity Analysis 8: NW 6th Court & NW 54th Street Futur t P Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations t) 4+ 43, Traffic Volume (vph) 0 1040 12 6 685 0 2 0 8 11 Future Volume (vph) 0 1040 12 6 685 0 2 0 8 114 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 0.95 0.95 1.00 0.95 0.95 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.89 1.00 1.00 0.85 Flt Protected 1.00 1.00 0.99 0.95 0.98 1.00 Satd. Flow (prot) 3532 3538 1642 1681 1733 1583 Flt Permitted 1.00 0.94 0.99 0.95 0.98 1.00 Satd. Flow (perm) 3532 3340 1642 1681 1733 1583 Peak -hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 0 1143 13 7 753 0 2 0 9 125 53 162 RTOR Reduction (vph) 0 1 0 0 0 0 0 11 0 0 0 149 Lane Group Flow (vph) 0 1155 0 0 760 0 0 0 0 87 91 13 Confl. Peds. (#/hr) 9 5 5 9 1 1 Confl. Bikes (#/hr) 5 5 This submittal needs to be schebu led bra public hearing In aaord ana with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decia on. Turn Type NA Perm NA Split NA Split NA Prot Protected Phases 6 2 4 4 3 3 3 Permitted Phases 2 Actuated Green, G (s) 82.0 82.0 1.4 8.6 8.6 8.6 Effective Green, g (s) 82.0 82.0 1.4 8.6 8.6 8.6 Actuated g/C Ratio 0.75 0.75 0.01 0.08 0.08 0.08 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 1.0 1.0 2.5 2.5 2.5 2.5 Lane Grp Cap (vph) 2632 2489 20 131 135 123 v/s Ratio Prot c0.33 c0.00 0.05 c0.05 0.01 v/s Ratio Perm 0.23 v/c Ratio 0.44 0.31 0.01 0.66 0.67 0.10 Uniform Delay, d1 5.3 4.6 53.6 49.3 49.3 47.1 Progression Factor 1.00 0.48 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.5 0.3 0.1 10.8 11.4 0.3 Delay (s) 5.8 2.5 53.7 60.1 60.7 47.4 Level of Service A A D E E D Approach Delay (s) 5.8 2.5 53.7 54.2 Approach LOS A A D D Intersection Summary HCM 2000 Control Delay 12.2 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.45 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 52.5% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPTO1043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn Lanes, Volumes, Timings 9: NW 6th Avenue & NW 54th Street Futur t Lane Group EBL EBT WBL WBT WBR NBT Lane Configurations 4T4 + r* Traffic Volume (vph) 254 919 10 654 157 32 Future Volume (vph) 254 919 10 654 157 32 Turn Type pm+pt NA Perm NA Perm NA Protected Phases 1 6 2 4 Permitted Phases 6 2 2 Detector Phase 1 6 2 2 2 4 Switch Phase Minimum Initial (s) 5.0 16.0 16.0 16.0 16.0 7.0 Minimum Split (s) 11.0 26.0 26.0 26.0 26.0 31.0 Total Split (s) 15.0 73.0 58.0 58.0 58.0 37.0 Total Split (%) 13.6% 66.4% 52.7% 52.7% 52.7% 33.6% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode None C-Max C-Max C-Max C-Max None Intersection Summary This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 110 Actuated Cycle Length: 110 Offset: 96 (87%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 90 Control Type: Actuated -Coordinated Splits and Phases: 9: NW 6th Avenue & NW 54th Street 01 + 02 OR.) 15s 58s ',37s 6 R) 73, s IN K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn HCM Signalized Intersection Capacity Analysis 9: NW 6th Avenue & NW 54th Street Futur { 1- ak. IN t P Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations 4T4 4+ r* 43, Traffic Volume (vph) 254 919 18 10 654 157 2 32 23 Future Volume (vph) 254 919 18 10 654 157 2 32 23 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.0 6.0 Lane Util. Factor 0.95 0.95 1.00 1.00 Frpb, ped/bikes 1.00 1.00 0.97 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 0.94 Flt Protected 0.99 1.00 1.00 1.00 Satd. Flow (prot) 3488 3536 1536 1757 Flt Permitted 0.66 0.93 1.00 1.00 Satd. Flow (perm) 2313 3286 1536 1757 Peak -hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 273 988 19 11 703 169 2 34 25 0 0 0 RTOR Reduction (vph) 0 0 0 0 0 22 0 23 0 0 0 0 Lane Group Flow (vph) 0 1280 0 0 714 147 0 38 0 0 0 0 Confl. Peds. (#/hr) 10 5 5 10 Confl. Bikes (#/hr) 5 7 Turn Type pm+pt NA Perm NA Perm Perm NA Protected Phases 1 6 2 4 Permitted Phases 6 2 2 4 Actuated Green, G (s) 91.3 91.3 91.3 6.7 Effective Green, g (s) 91.3 91.3 91.3 6.7 Actuated g/C Ratio 0.83 0.83 0.83 0.06 Clearance Time (s) 6.0 6.0 6.0 6.0 Vehicle Extension (s) 1.0 1.0 1.0 2.5 Lane Grp Cap (vph) 1919 2727 1274 107 v/s Ratio Prot v/s Ratio Perm c0.55 0.22 0.10 0.02 v/c Ratio 0.67 0.26 0.12 0.35 Uniform Delay, d1 3.6 2.0 1.8 49.6 Progression Factor 0.93 1.00 1.00 1.00 Incremental Delay, d2 0.6 0.2 0.2 1.4 Delay (s) 3.9 2.3 1.9 51.0 Level of Service A A A D Approach Delay (s) 3.9 2.2 51.0 0.0 Approach LOS A A D A Intersection Summary This submittal needs to be schebu led bra public hearing In aaord ana with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decia on. 1900 1900 HCM 2000 Control Delay 4.5 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.69 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 72.6% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPTO1043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn 4 P U Lanes, Volumes, Timings 10: NW 2nd Avenue & NW 54th Street Futur G 0 Ate Q. Lane Group Lane Configurations Traffic Volume (vph) Future Volume (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode Intersection Summary 4- t EBL EBT WBL WBT NBL NBT NBR SBL SBT t t 19 + r* 19 + 154 715 110 634 51 351 158 32 247 8 154 715 110 634 51 351 158 32 247 80 Perm NA Perm NA Perm NA Perm Perm NA Perm 6 2 4 8 6 2 4 4 8 8 NOTICE Ibis submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body will resiew the information at the pubec hearing to render a recommended on or a final decla on. 6 6 2 2 4 4 4 8 8 8 7.0 29.4 101.0 67.3% 4.4 2.0 0.0 6.4 7.0 29.4 101.0 67.3% 4.4 2.0 0.0 6.4 7.0 29.4 101.0 67.3% 4.4 2.0 0.0 6.4 7.0 29.4 101.0 67.3% 4.4 2.0 0.0 6.4 7.0 30.0 49.0 32.7% 4.0 2.0 0.0 6.0 7.0 30.0 49.0 32.7% 4.0 2.0 0.0 6.0 7.0 30.0 49.0 32.7% 4.0 2.0 0.0 6.0 7.0 30.0 49.0 32.7% 4.0 2.0 0.0 6.0 7.0 30.0 49.0 32.7% 4.0 2.0 0.0 6.0 7.0 30.0 49.0 32.7% 4.0 2.0 0.0 6.0 C-Max C-Max C-Max C-Max None None None None None None 44, RiVIEW CO' PZ-21-10809 12/16/21 Cycle Length: 150 Actuated Cycle Length: 150 Offset: 68 (45%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 60 Control Type: Actuated -Coordinated Splits and Phases: 10: NW 2nd Avenue & NW 54th Street 0? 411- 02 (R) 101s 49 3 3 (P.)T i01s N. s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn HCM 6th Signalized Intersection Summary 10: NW 2nd Avenue & NW 54th Street Futur A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations 19 4 19 44) r* Traffic Volume (veh/h) 154 715 73 110 634 81 51 351 158 3 Future Volume (veh/h) 154 715 73 110 634 81 51 351 158 32 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 1.00 0.98 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 159 737 75 113 654 84 53 362 163 33 255 82 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap,veh/h 510 2185 222 477 2119 272 172 447 370 98 447 369 Arrive On Green 0.90 0.90 0.90 0.90 0.90 0.90 0.24 0.24 0.24 0.24 0.24 0.24 Sat Flow, veh/h 714 3230 329 667 3133 402 1033 1856 1536 871 1856 1533 Grp Volume(v), veh/h 159 402 410 113 368 370 53 362 163 33 255 82 Grp Sat Flow(s),veh/h/In 714 1763 1796 667 1763 1772 1033 1856 1536 871 1856 1533 Q Serve(g_s), s 6.6 4.9 4.9 4.7 4.3 4.4 7.1 27.6 13.5 5.6 18.1 6.4 Cycle Q Clear(g_c), s 11.0 4.9 4.9 9.7 4.3 4.4 25.3 27.6 13.5 33.2 18.1 6.4 Prop In Lane 1.00 0.18 1.00 0.23 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 510 1192 1215 477 1192 1198 172 447 370 98 447 369 V/C Ratio(X) 0.31 0.34 0.34 0.24 0.31 0.31 0.31 0.81 0.44 0.34 0.57 0.22 Avail Cap(c_a), veh/h 510 1192 1215 477 1192 1198 219 532 440 137 532 439 HCM Platoon Ratio 1.33 1.33 1.33 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.71 0.71 0.71 0.59 0.59 0.59 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 3.4 2.7 2.7 3.4 2.7 2.7 61.2 53.7 48.3 69.3 50.1 45.6 Incr Delay (d2), s/veh 1.1 0.5 0.5 0.7 0.4 0.4 0.7 7.3 0.6 1.5 0.9 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 0.8 1.6 1.6 0.5 1.4 1.4 1.9 13.8 5.3 1.3 8.6 2.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 4.6 3.2 3.2 4.1 3.1 3.1 62.0 61.0 48.9 70.8 50.9 45.9 LnGrp LOS A A A A A A E E D E D D Approach Vol, veh/h 971 851 578 370 Approach Delay, s/veh 3.4 3.2 57.7 51.6 Approach LOS A A E D This submittal needs b be scheduled for a public hearing In accordance with amerines set forth in the City of Miami Code. The applicade decision -making body will reWew the information at the public hearing to render a recommendation or a final decision. Timer - Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s Intersection Summary 107.9 42.1 107.9 42.1 6.4 6.0 6.4 6.0 94.6 43.0 94.6 43.0 11.7 29.6 13.0 35.2 2.2 2.1 2.5 1.0 HCM 6th Ctrl Delay 21.1 HCM 6th LOS C K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn Lanes, Volumes, Timings 11: North Miami Avenue & NW 54th Street/NE 54th Street Futur t Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations 19 4 i 19 4 i 19 4 i 19 4 i Traffic Volume (vph) 339 520 145 563 105 868 67 385 Future Volume (vph) 339 520 145 563 105 868 67 385 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 3 8 7 4 1 6 5 2 Permitted Phases 8 4 6 2 Detector Phase 3 8 7 4 1 6 5 2 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 7.0 5.0 7.0 Minimum Split (s) 11.4 32.4 11.4 32.4 11.4 33.4 11.4 33.4 Total Split (s) 18.0 57.0 18.0 57.0 18.0 57.0 18.0 57.0 Total Split (%) 12.0% 38.0% 12.0% 38.0% 12.0% 38.0% 12.0% 38.0% Yellow Time (s) 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.4 6.4 6.4 6.4 6.4 6.4 6.4 6.4 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None C-Max None C-Max Intersection Summary This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appll®de decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 150 Actuated Cycle Length: 150 Offset: 40 (27%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 100 Control Type: Actuated -Coordinated Splits and Phases: 11: North Miami Avenue & NW 54th Street/NE 54th Street l 01 1r 02. (R) f 03 04 18s 57s if 18s 57s a*1 11\11.018 5 106 (P.)1 07 D8 57 18s 57s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn HCM 6th Signalized Intersection Summary 11: North Miami Avenue & NW 54th Street/NE 54th Street c Futur Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations 19 19 19 Traffic Volume (veh/h) 339 520 44 145 563 91 105 868 114 6 Future Volume (veh/h) 339 520 44 145 563 91 105 868 114 67 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.97 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 346 531 45 148 574 93 107 886 116 68 393 133 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap,veh/h 212 721 61 242 665 107 492 1563 205 300 1266 423 Arrive On Green 0.08 0.22 0.22 0.08 0.22 0.22 0.06 0.66 0.66 0.04 0.65 0.65 Sat Flow, veh/h 1767 3281 277 1767 3024 488 1767 3134 410 1767 2594 867 Grp Volume(v), veh/h 346 285 291 148 334 333 107 498 504 68 265 261 Grp Sat Flow(s),veh/h/In 1767 1763 1796 1767 1763 1749 1767 1763 1781 1767 1763 1699 Q Serve(g_s), s 11.6 22.5 22.7 9.6 27.3 27.5 4.6 22.9 22.9 2.9 9.9 10.1 Cycle Q Clear(g_c), s 11.6 22.5 22.7 9.6 27.3 27.5 4.6 22.9 22.9 2.9 9.9 10.1 Prop In Lane 1.00 0.15 1.00 0.28 1.00 0.23 1.00 0.51 Lane Grp Cap(c), veh/h 212 388 395 242 388 385 492 879 889 300 861 829 V/C Ratio(X) 1.63 0.73 0.74 0.61 0.86 0.87 0.22 0.57 0.57 0.23 0.31 0.31 Avail Cap(c_a), veh/h 212 595 606 242 595 590 550 879 889 378 861 829 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 0.94 0.94 0.94 0.68 0.68 0.68 0.90 0.90 0.90 1.00 1.00 1.00 Uniform Delay (d), s/veh 49.7 54.4 54.5 42.5 56.3 56.4 17.6 16.5 16.5 19.4 15.2 15.2 Incr Delay (d2), s/veh 302.5 1.9 1.9 2.3 4.8 5.1 0.1 2.4 2.4 0.1 0.9 1.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 20.4 10.3 10.5 4.4 12.7 12.7 1.9 8.7 8.8 1.2 4.0 3.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 352.2 56.3 56.4 44.8 61.1 61.5 17.7 18.9 18.9 19.5 16.1 16.2 LnGrp LOS F E E DEEBBBBBB Approach Vol, veh/h 922 815 1109 594 Approach Delay, s/veh 167.4 58.3 18.8 16.6 Approach LOS F E B B Timer - Assigned Phs 1 2 3 4 5 6 7 8 This submittal needs to be schebu led bra public hearing In aaord ana with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decia on. Phs Duration (G+Y+Rc), s 13.0 79.6 18.0 39.4 11.4 81.2 18.0 39.4 Change Period (Y+Rc), s 6.4 6.4 6.4 6.4 6.4 6.4 6.4 6.4 Max Green Setting (Gmax), s 11.6 50.6 11.6 50.6 11.6 50.6 11.6 50.6 Max Q Clear Time (g_c+I1), s 6.6 12.1 13.6 29.5 4.9 24.9 11.6 24.7 Green Ext Time (p_c), s 0.1 1.2 0.0 3.4 0.0 2.4 0.0 3.0 Intersection Summary HCM 6th Ctrl Delay HCM 6th LOS 67.6 E K:1FTL_TPTO1043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn Lanes, Volumes, Timings 12: NE 2nd Avenue & NE 54th Street Futur t Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations 19 4 i 19 4 i " i "ri Traffic Volume (vph) 103 495 73 524 100 590 101 573 Future Volume (vph) 103 495 73 524 100 590 101 573 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 8 4 6 2 Permitted Phases 8 4 6 2 Detector Phase 8 8 4 4 6 6 2 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 29.0 29.0 29.0 29.0 31.0 31.0 31.0 31.0 Total Split (s) 45.0 45.0 45.0 45.0 75.0 75.0 75.0 75.0 Total Split (%) 37.5% 37.5% 37.5% 37.5% 62.5% 62.5% 62.5% 62.5% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead -Lag Optimize? Recall Mode None None None None C-Max C-Max C-Max C-Max Intersection Summary This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 120 Actuated Cycle Length: 120 Offset: 104 (87%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 60 Control Type: Actuated -Coordinated Splits and Phases: 12: NE 2nd Avenue & NE 54th Street IF 2(R) 1- 04 75s 45s } 06 {Rju 75s RA45s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn HCM 6th Signalized Intersection Summary 12: NE 2nd Avenue & NE 54th Street A Futur Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations 19 f 19 1 Traffic Volume (veh/h) 103 495 56 73 524 144 100 590 93 1 Future Volume (veh/h) 103 495 56 73 524 144 100 590 93 101 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.96 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 105 505 57 74 535 147 102 602 95 103 585 126 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap,veh/h 177 1027 115 223 874 239 339 900 142 351 851 183 Arrive On Green 0.32 0.32 0.32 0.32 0.32 0.32 0.77 0.77 0.77 0.77 0.77 0.77 Sat Flow, veh/h 752 3179 357 839 2707 740 733 1560 246 742 1474 318 Grp Volume(v), veh/h 105 279 283 74 347 335 102 0 697 103 0 711 Grp Sat Flow(s),veh/h/In 752 1763 1774 839 1763 1683 733 0 1806 742 0 1792 Q Serve(g_s), s 16.5 15.3 15.4 9.4 19.9 20.1 10.1 0.0 22.1 9.8 0.0 23.5 Cycle Q Clear(g_c), s 36.6 15.3 15.4 24.8 19.9 20.1 33.6 0.0 22.1 31.9 0.0 23.5 Prop In Lane 1.00 0.20 1.00 0.44 1.00 0.14 1.00 0.18 Lane Grp Cap(c), veh/h 177 569 573 223 569 544 339 0 1042 351 0 1034 V/C Ratio(X) 0.59 0.49 0.49 0.33 0.61 0.62 0.30 0.00 0.67 0.29 0.00 0.69 Avail Cap(c_a), veh/h 178 573 577 225 573 547 339 0 1042 351 0 1034 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 0.71 0.71 0.71 1.00 1.00 1.00 0.76 0.00 0.76 1.00 0.00 1.00 Uniform Delay (d), s/veh 49.8 32.7 32.7 42.7 34.2 34.3 16.9 0.0 8.5 16.1 0.0 8.6 Incr Delay (d2), s/veh 3.2 0.3 0.3 0.6 1.7 1.8 1.7 0.0 2.6 2.1 0.0 3.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 3.2 6.6 6.7 2.0 8.8 8.5 1.7 0.0 6.3 1.7 0.0 7.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 53.0 33.0 33.1 43.3 35.9 36.1 18.6 0.0 11.1 18.2 0.0 12.4 LnGrp LOS DCCDDDB A B B A B Approach Vol, veh/h 667 756 799 814 Approach Delay, s/veh 36.2 36.7 12.1 13.1 Approach LOS D D B B This submittal needs to be schebu led bra public hearing In aaord ana with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decia on. Timer - Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s Intersection Summary 75.2 44.8 75.2 44.8 6.0 6.0 6.0 6.0 69.0 39.0 69.0 39.0 33.9 26.8 35.6 38.6 2.3 3.3 2.2 0.2 HCM 6th Ctrl Delay 23.8 HCM 6th LOS C K:1FTL_TPTO1043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn PURL/ HCM 6th TWSC 13: NE 3rd Avenue & NE 54th Street Futur Intersection Int Delay, s/veh Movement 2.2 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4' Traffic Vol, veh/h 57 563 56 40 658 17 34 3 53 14 3 42 Future Vol, veh/h 57 563 56 40 658 17 34 3 53 14 3 42 Conflicting Peds, #/hr 4 0 4 4 0 4 6 0 1 1 0 6 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - - None - - None - - None Storage Length Veh in Median Storage, # 0 0 0 0 Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3 Mvmt Flow 60 593 59 42 693 18 36 3 56 15 3 44 Major/Minor Majorl Major2 Minorl Minor2 NOTICE This submittal needs to be scheduled fora puboc hearing In accortlancewhh timelines set forth in the City of Kam Code. The applira tie tlecision-mahing bodywlll relew the information at the public hearing to render a recommendation or a final tlecid on. PZ-21-10809 12/16/21 !EW GO�� Conflicting Flow All 715 0 0 656 0 0 1185 1546 331 1209 1566 366 Stage 1 - 747 747 790 790 Stage 2 - 438 799 419 776 Critical Hdwy 4.16 - 4.16 - 5 5 5 5 5 5 Critical Hdwy Stg 1 5 5 5 5 Critical Hdwy Stg 2 5 5 5 5 Follow-up Hdwy 2.23 - 2.23 - 3 3 3 3 3 3 Pot Cap-1 Maneuver 875 - 921 - 364 249 867 355 244 837 Stage 1 - 571 571 - 547 547 Stage 2 780 542 - 794 555 Platoon blocked, % Mov Cap-1 Maneuver 872 - 917 - 292 203 863 282 199 829 Mov Cap-2 Maneuver - 292 203 - 282 199 Stage 1 - 507 506 - 486 503 Stage 2 - 674 499 - 657 492 Approach EB WB NB SB HCM Control Delay, s 1.1 0.8 14.7 13 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 467 872 - - 917 - - 511 HCM Lane V/C Ratio 0.203 0.069 - 0.046 - 0.122 HCM Control Delay (s) 14.7 9.4 0.4 - 9.1 0.3 - 13 HCM Lane LOS B A A - A A - B HCM 95th %tile Q(veh) 0.8 0.2 - 0.1 - 0.4 K:1FTL_TPT01043752001-Sabal Palm Villagelcalcs\Synchro\Future Background.syn Lanes, Volumes, Timings 14: Federal Highway & NE 54th Street Futur 4- I Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations 4144 19 + r* 1 Traffic Volume (vph) 114 330 52 404 231 384 152 47 254 Future Volume (vph) 114 330 52 404 231 384 152 47 254 Turn Type Perm NA pm+pt NA pm+pt NA pm+ov Perm NA Protected Phases 6 5 2 7 4 5 8 Permitted Phases 6 2 4 4 8 Detector Phase 6 6 5 2 7 4 5 8 8 Switch Phase Minimum Initial (s) 7.0 7.0 5.0 7.0 5.0 7.0 5.0 7.0 7.0 Minimum Split (s) 28.0 28.0 11.0 28.0 11.0 32.0 11.0 32.0 32.0 Total Split (s) 49.0 49.0 34.0 83.0 19.0 47.0 34.0 28.0 28.0 Total Split (%) 37.7% 37.7% 26.2% 63.8% 14.6% 36.2% 26.2% 21.5% 21.5% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 3.0 2.0 3.0 3.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 7.0 6.0 7.0 7.0 Lead/Lag Lag Lag Lead Lead Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Recall Mode C-Max C-Max None C-Max None None None None None Intersection Summary This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 130 Actuated Cycle Length: 130 Offset: 43 (33%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 85 Control Type: Actuated -Coordinated Splits and Phases: 14: Federal Highway & NE 54th Street 02 (R) 83s 47s 05 1 ? I 7 08 6 (R) 34 s 49 s 19 s t3 s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn HCM Signalized Intersection Capacity Analysis 14: Federal Highway & NE 54th Street Futur c Ak. t P Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations 4 i 4T4 19 + r* Traffic Volume (vph) 114 330 172 52 404 76 231 384 152 4 Future Volume (vph) 114 330 172 52 404 76 231 384 152 47 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.0 7.0 6.0 7.0 7.0 Lane Util. Factor 0.91 0.95 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 0.99 0.99 1.00 1.00 0.99 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.96 0.98 1.00 1.00 0.85 1.00 0.96 Flt Protected 0.99 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 4778 3427 1770 1863 1560 1767 1781 Flt Permitted 0.74 0.81 0.15 1.00 1.00 0.51 1.00 Satd. Flow (perm) 3566 2795 276 1863 1560 950 1781 Peak -hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 121 351 183 55 430 81 246 409 162 50 270 95 RTOR Reduction (vph) 0 40 0 0 10 0 0 0 106 0 10 0 Lane Group Flow (vph) 0 615 0 0 556 0 246 409 56 50 355 0 Confl. Peds. (#/hr) 5 4 4 5 5 2 2 5 Confl. Bikes (#/hr) 1 6 2 This submittal needs to be schebu led bra public hearing In accordance with Idmellnes set forth in the City of Nam Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratl on or a final decla on. 1900 Turn Type Perm NA pm+pt NA pm+pt NA pm+ov Perm NA Protected Phases 6 5 2 7 4 5 8 Permitted Phases 6 2 4 4 8 Actuated Green, G (s) 66.0 77.0 40.0 40.0 45.0 21.0 21.0 Effective Green, g (s) 66.0 77.0 40.0 40.0 45.0 21.0 21.0 Actuated g/C Ratio 0.51 0.59 0.31 0.31 0.35 0.16 0.16 Clearance Time (s) 6.0 6.0 6.0 7.0 6.0 7.0 7.0 Vehicle Extension (s) 1.0 1.0 2.0 2.5 2.0 2.5 2.5 Lane Grp Cap (vph) 1810 1679 234 573 540 153 287 v/s Ratio Prot c0.01 c0.11 0.22 0.00 c0.20 v/s Ratio Perm 0.17 c0.18 0.22 0.03 0.05 v/c Ratio 0.34 0.33 1.05 0.71 0.10 0.33 1.24 Uniform Delay, d1 19.0 13.4 39.2 39.9 28.8 48.2 54.5 Progression Factor 1.00 1.61 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.5 0.0 73.0 3.9 0.0 0.9 132.8 Delay (s) 19.5 21.6 112.1 43.8 28.9 49.2 187.3 Level of Service B C F DCD F Approach Delay (s) 19.5 21.6 61.4 170.7 Approach LOS B C E F Intersection Summary HCM 2000 Control Delay 59.5 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.62 Actuated Cycle Length (s) 130.0 Sum of lost time (s) 25.0 Intersection Capacity Utilization 89.5% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPTO1043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn Lanes, Volumes, Timings 15: Biscayne Boulevard & NE 54th Street Futur t Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations 19 r* r* Traffic Volume (vph) 316 199 350 1460 1046 179 Future Volume (vph) 316 199 350 1460 1046 179 Turn Type Prot pm+ov pm+pt NA NA Perm Protected Phases 8 1 1 6 2 Permitted Phases 8 6 2 Detector Phase 8 1 1 6 2 2 Switch Phase Minimum Initial (s) 7.0 5.0 5.0 7.0 7.0 7.0 Minimum Split (s) 34.4 11.0 11.0 29.0 29.0 29.0 Total Split (s) 33.0 21.0 21.0 97.0 76.0 76.0 Total Split (%) 25.4% 16.2% 16.2% 74.6% 58.5% 58.5% Yellow Time (s) 4.4 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 3.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.4 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode None None None C-Max C-Max C-Max Intersection Summary This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 130 Actuated Cycle Length: 130 Offset: 57 (44%), Referenced to phase 2:SBT and 6:NBTL, Start of Green Natural Cycle: 90 Control Type: Actuated -Coordinated Splits and Phases: 15: Biscayne Boulevard & NE 54th Street ti 01 T 02(R) 08 21s} 76s 1 06 (R) IP 97s 33 s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn HCM 6th Signalized Intersection Summary 15: Biscayne Boulevard & NE 54th Street Futur t Movement EBL EBR NBL NBT SBT SBR Lane Configurations vivi r* vi ++ ++ r* Traffic Volume (veh/h) 316 199 350 1460 1046 179 Future Volume (veh/h) 316 199 350 1460 1046 179 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/In 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 333 209 368 1537 1101 188 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 3 3 3 3 3 3 Cap, veh/h 479 381 420 2670 2145 924 Arrive On Green 0.14 0.14 0.21 1.00 0.61 0.61 Sat Flow, veh/h 3428 1572 1767 3618 3618 1518 This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Grp Volume(v), veh/h 333 209 368 1537 1101 188 Grp Sat Flow(s),veh/h/In 1714 1572 1767 1763 1763 1518 Q Serve(g_s), s 12.0 15.1 11.2 0.0 23.1 7.2 Cycle Q Clear(g_c), s 12.0 15.1 11.2 0.0 23.1 7.2 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 479 381 420 2670 2145 924 V/C Ratio(X) 0.70 0.55 0.88 0.58 0.51 0.20 Avail Cap(c_a), veh/h 675 471 442 2670 2145 924 HCM Platoon Ratio 1.00 1.00 2.00 2.00 1.00 1.00 Upstream Filter(I) 0.95 0.95 0.75 0.75 1.00 1.00 Uniform Delay (d), s/veh 53.3 43.0 14.1 0.0 14.5 11.4 Incr Delay (d2), s/veh 1.3 0.9 12.8 0.7 0.9 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 5.3 6.0 7.2 0.3 9.3 2.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 54.6 43.9 26.9 0.7 15.4 11.9 LnGrp LOS D D C A B B Approach Vol, veh/h 542 1905 1289 Approach Delay, s/veh 50.5 5.8 14.9 Approach LOS D A B Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 19.4 85.1 104.4 25.6 Change Period (Y+Rc), s 6.0 6.0 6.0 7.4 Max Green Setting (Gmax), s 15.0 70.0 91.0 25.6 Max Q Clear Time (g_c+I1), s 13.2 25.1 2.0 17.1 Green Ext Time (p_c), s 0.1 3.6 5.8 1.1 Intersection Summary HCM 6th Ctrl Delay HCM 6th LOS Notes 15.4 B User approved pedestrian interval to be less than phase max green. K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn Lanes, Volumes, Timings 16: NE 2nd Avenue & NE 51st Street (N) Futur Lane Group WBL WBR NBT SBL SBT 01 03 Lane Configurations r* 19 + Traffic Volume (vph) 34 34 722 22 706 Future Volume (vph) 34 34 722 22 706 Turn Type Prot pm+ov NA pm+pt NA Protected Phases 4 5 6 5 2 1 3 Permitted Phases 4 2 Detector Phase 4 5 6 5 2 Switch Phase Minimum Initial (s) 7.0 5.0 14.0 5.0 14.0 5.0 7.0 Minimum Split (s) 25.0 10.7 33.0 10.7 33.0 10.7 25.0 Total Split (s) 25.0 15.0 45.0 15.0 45.0 15.0 35.0 Total Split (%) 20.8% 12.5% 37.5% 12.5% 37.5% 13% 29% Yellow Time (s) 4.0 3.7 4.0 3.7 4.0 3.7 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 5.7 6.0 5.7 6.0 Lead/Lag Lag Lead Lag Lead Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Recall Mode None None C-Max None C-Max None None Intersection Summary This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 120 Actuated Cycle Length: 120 Offset: 117 (98%), Referenced to phase 2:SBTL and 6:NBT, Start of Yellow Natural Cycle: 115 Control Type: Actuated -Coordinated Splits and Phases: 16: NE 2nd Avenue & NE 51st Street (N =22 ti 1 =1I _ T I 7i 3 Rj =22 i 3 __ 2. 15s 45s 35s -25s =16 05 =16 =22 I 11'06 (R) 15s 45s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn HCM Signalized Intersection Capacity Analysis 16: NE 2nd Avenue & NE 51st Street (N) Futur Movement WBL WBR NBT NBR SBL SBT Lane Configurations r* 19 + Traffic Volume (vph) 34 34 722 52 22 706 Future Volume (vph) 34 34 722 52 22 706 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 5.7 6.0 5.7 6.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 0.98 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 0.99 1.00 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1770 1558 1842 1770 1863 Flt Permitted 0.95 1.00 1.00 0.23 1.00 Satd. Flow (perm) 1770 1558 1842 426 1863 This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Peak -hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 36 36 760 55 23 743 RTOR Reduction (vph) 0 33 1 0 0 0 Lane Group Flow (vph) 36 3 814 0 23 743 Confl. Peds. (#/hr) 3 4 4 Confl. Bikes (#/hr) 5 Turn Type Prot pm+ov NA pm+pt NA Protected Phases 4 5 6 5 2 Permitted Phases 4 2 Actuated Green, G (s) 5.2 9.4 79.0 84.3 80.1 Effective Green, g (s) 5.2 9.4 79.0 84.3 80.1 Actuated g/C Ratio 0.04 0.08 0.66 0.70 0.67 Clearance Time (s) 6.0 5.7 6.0 5.7 6.0 Vehicle Extension (s) 2.5 2.0 1.0 2.0 1.0 Lane Grp Cap (vph) 76 122 1212 346 1243 v/s Ratio Prot c0.02 0.00 c0.44 c0.00 0.40 v/s Ratio Perm 0.00 0.04 v/c Ratio 0.47 0.02 0.67 0.07 0.60 Uniform Delay, d1 56.1 51.1 12.6 9.0 11.0 Progression Factor 1.00 1.00 0.43 0.78 0.63 Incremental Delay, d2 3.4 0.0 2.7 0.0 1.8 Delay (s) 59.4 51.1 8.1 7.1 8.8 Level of Service E D A A A Approach Delay (s) 55.3 8.1 8.7 Approach LOS E A A Intersection Summary HCM 2000 Control Delay 10.4 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.58 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 23.7 Intersection Capacity Utilization 58.0% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn Lanes, Volumes, Timings 22: NE 2nd Avenue & NE 51st Street (S) Futur -v1\ t 4,I Lane Group EBL EBR NBL NBT SBT SBR 04 05 Lane Configurations vir 19 + r* Traffic Volume (vph) 57 24 13 664 731 20 Future Volume (vph) 57 24 13 664 731 20 Turn Type Prot pm+ov pm+pt NA NA Perm Protected Phases 3 1 1 6 2 4 5 Permitted Phases 3 6 2 Detector Phase 3 1 1 6 2 2 Switch Phase Minimum Initial (s) 7.0 5.0 5.0 14.0 14.0 14.0 7.0 5.0 Minimum Split (s) 25.0 10.7 10.7 33.0 33.0 33.0 25.0 10.7 Total Split (s) 35.0 15.0 15.0 45.0 45.0 45.0 25.0 15.0 Total Split (%) 29.2% 12.5% 12.5% 37.5% 37.5% 37.5% 21% 13% Yellow Time (s) 4.0 3.7 3.7 4.0 4.0 4.0 4.0 3.7 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 5.7 5.7 6.0 6.0 6.0 Lead/Lag Lead Lead Lead Lag Lag Lag Lag Lead Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None C-Max C-Max C-Max None None Intersection Summary This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 120 Actuated Cycle Length: 120 Offset: 117 (98%), Referenced to phase 2:SBTL and 6:NBT, Start of Yellow Natural Cycle: 115 Control Type: Actuated -Coordinated Splits and Phases: 22: NE 2nd Avenue & NE 51st Street (S =22 ti 1 =1I _ T I 7i 3 Rj =22 03 =_ 6 172. 15s 45s T 35s -25s =16 05 =16 =22 I 11'06 (R) 15s 45s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn HCM Signalized Intersection Capacity Analysis 22: NE 2nd Avenue & NE 51st Street (S) Futur t Movement EBL EBR NBL NBT SBT SBR Lane Configurations 1 19 + 1 Traffic Volume (vph) 57 24 13 664 731 20 Future Volume (vph) 57 24 13 664 731 20 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 5.7 5.7 6.0 6.0 6.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.98 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 1.00 0.85 Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00 Satd. Flow (prot) 1770 1583 1769 1863 1863 1549 Flt Permitted 0.95 1.00 0.27 1.00 1.00 1.00 Satd. Flow (perm) 1770 1583 497 1863 1863 1549 This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Peak -hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 60 25 14 699 769 21 RTOR Reduction (vph) 0 23 0 0 0 1 Lane Group Flow (vph) 60 2 14 699 769 20 Confl. Peds. (#/hr) 3 5 5 Confl. Bikes (#/hr) 10 Turn Type Prot pm+ov pm+pt NA NA Perm Protected Phases 3 1 1 6 2 Permitted Phases 3 6 2 Actuated Green, G (s) 7.9 11.0 82.1 79.0 80.1 80.1 Effective Green, g (s) 7.9 11.0 82.1 79.0 80.1 80.1 Actuated g/C Ratio 0.07 0.09 0.68 0.66 0.67 0.67 Clearance Time (s) 6.0 5.7 5.7 6.0 6.0 6.0 Vehicle Extension (s) 2.5 2.0 2.0 1.0 1.0 1.0 Lane Grp Cap (vph) 116 145 372 1226 1243 1033 v/s Ratio Prot c0.03 0.00 c0.00 0.38 c0.41 v/s Ratio Perm 0.00 0.02 0.01 v/c Ratio 0.52 0.02 0.04 0.57 0.62 0.02 Uniform Delay, d1 54.2 49.6 8.2 11.2 11.3 6.7 Progression Factor 1.00 1.00 1.00 1.00 0.19 0.21 Incremental Delay, d2 2.9 0.0 0.0 1.9 2.0 0.0 Delay (s) 57.1 49.6 8.2 13.1 4.1 1.4 Level of Service E D A B A A Approach Delay (s) 54.9 13.0 4.1 Approach LOS D B A Intersection Summary HCM 2000 Control Delay 10.8 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.56 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 23.7 Intersection Capacity Utilization 54.3% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn Lanes, Volumes, Timings 17: Biscayne Boulevard & NE 50th Terrace Futur I Lane Group WBL NBT SBL SBT Lane Configurations 14" i ++ Traffic Volume (vph) 63 1641 21 1347 Future Volume (vph) 63 1641 21 1347 Turn Type Perm NA Perm NA Protected Phases 6 2 Permitted Phases 4 2 Detector Phase 4 6 2 2 Switch Phase Minimum Initial (s) 7.0 14.0 14.0 14.0 Minimum Split (s) 35.0 20.0 20.0 20.0 Total Split (s) 31.0 99.0 99.0 99.0 Total Split (%) 23.8% 76.2% 76.2% 76.2% Yellow Time (s) 4.0 4.0 4.0 4.0 All -Red Time (s) 3.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 6.0 6.0 6.0 Lead/Lag Lead -Lag Optimize? Recall Mode None C-Max C-Max C-Max Intersection Summary This submittal needs b be scheduled for a puboc hearing In accordance wM1h timelines set forth in the City of Miami Code. The applica de decision -making body NOR rolew the information at the punt hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 Cycle Length: 130 Actuated Cycle Length: 130 Offset: 27 (21%), Referenced to phase 2:SBTL and 6:NBT, Start of Green Natural Cycle: 80 Control Type: Actuated -Coordinated Splits and Phases: 17: Biscayne Boulevard & NE 50th Terrace ! T oz CR) 04 99s 31s } R 106 (R) 99 s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn HCM Signalized Intersection Capacity Analysis 17: Biscayne Boulevard & NE 50th Terrace Futur Movement WBL WBR NBT NBR SBL SBT Lane Configurations V 144 19 ++ Traffic Volume (vph) 63 15 1641 67 21 1347 Future Volume (vph) 63 15 1641 67 21 1347 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time (s) 7.0 6.0 6.0 6.0 Lane Util. Factor 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 Frt 0.97 0.99 1.00 1.00 Flt Protected 0.96 1.00 0.95 1.00 Satd. Flow (prot) 1733 3515 1769 3539 Flt Permitted 0.96 1.00 0.11 1.00 Satd. Flow (perm) 1733 3515 198 3539 This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Peak -hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 66 16 1709 70 22 1403 RTOR Reduction (vph) 7 0 1 0 0 0 Lane Group Flow (vph) 75 0 1778 0 22 1403 Confl. Peds. (#/hr) 3 1 2 2 Confl. Bikes (#/hr) 5 Turn Type Perm NA Perm NA Protected Phases 6 2 Permitted Phases 4 2 Actuated Green, G (s) 10.7 106.3 106.3 106.3 Effective Green, g (s) 10.7 106.3 106.3 106.3 Actuated g/C Ratio 0.08 0.82 0.82 0.82 Clearance Time (s) 7.0 6.0 6.0 6.0 Vehicle Extension (s) 2.5 1.0 1.0 1.0 Lane Grp Cap (vph) 142 2874 161 2893 v/s Ratio Prot c0.51 0.40 v/s Ratio Perm c0.04 0.11 v/c Ratio 0.53 0.62 0.14 0.48 Uniform Delay, d1 57.2 4.4 2.4 3.6 Progression Factor 1.00 1.00 1.19 1.02 Incremental Delay, d2 2.7 1.0 1.6 0.5 Delay (s) 59.9 5.4 4.5 4.2 Level of Service E A A A Approach Delay (s) 59.9 5.4 4.2 Approach LOS E A A Intersection Summary HCM 2000 Control Delay 6.2 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.61 Actuated Cycle Length (s) 130.0 Sum of lost time (s) 13.0 Intersection Capacity Utilization 64.7% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn Lanes, Volumes, Timings 18: North Miami Avenue & NW 46th Street/NE 46th Street Futur t Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations 43, 44 19 144 19 144 Traffic Volume (vph) 35 31 13 24 28 1050 2 548 Future Volume (vph) 35 31 13 24 28 1050 2 548 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 8 4 6 2 Permitted Phases 8 4 6 2 Detector Phase 8 8 4 4 6 6 2 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 29.3 29.3 29.3 29.3 23.4 23.4 23.4 23.4 Total Split (s) 26.0 26.0 26.0 26.0 49.0 49.0 49.0 49.0 Total Split (%) 34.7% 34.7% 34.7% 34.7% 65.3% 65.3% 65.3% 65.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.4 4.4 4.4 4.4 All -Red Time (s) 2.3 2.3 2.3 2.3 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.3 6.3 6.4 6.4 6.4 6.4 Lead/Lag Lead -Lag Optimize? Recall Mode None None None None C-Max C-Max C-Max C-Max Intersection Summary This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appll®de decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 75 Actuated Cycle Length: 75 Offset: 40 (53%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 60 Control Type: Actuated -Coordinated Splits and Phases: 18: North Miami Avenue & NW 46th Street/NE 46th Street IF �32 (R) ■ 1- 04 ��} 49s I 26s 06 (R .;. 49 s '7 20 s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn HCM 6th Signalized Intersection Summary 18: North Miami Avenue & NW 46th Street/NE 46th Street Futur This submittal needs to be schebu led bra public hearing In aaord ana with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decia on. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations 43, 43, 19 4 i Traffic Volume (veh/h) 35 31 42 13 24 4 28 1050 32 Future Volume (veh/h) 35 31 42 13 24 4 28 1050 32 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 37 33 45 14 26 4 30 1117 34 2 583 32 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap,veh/h 104 60 65 96 132 16 633 2541 77 386 2468 135 Arrive On Green 0.10 0.10 0.10 0.10 0.10 0.10 0.73 0.73 0.73 0.73 0.73 0.73 SatFlow,veh/h 390 583 625 317 1277 159 800 3492 106 484 3393 186 Grp Volume(v), veh/h 115 0 0 44 0 0 30 564 587 2 302 313 Grp Sat Flow(s),veh/h/In 1597 0 0 1754 0 0 800 1763 1836 484 1763 1816 Q Serve(g_s), s 3.4 0.0 0.0 0.0 0.0 0.0 1.0 9.6 9.6 0.1 4.2 4.2 Cycle Q Clear(g_c), s 5.2 0.0 0.0 1.7 0.0 0.0 5.2 9.6 9.6 9.7 4.2 4.2 Prop In Lane 0.32 0.39 0.32 0.09 1.00 0.06 1.00 0.10 Lane Grp Cap(c), veh/h 228 0 0 244 0 0 633 1282 1336 386 1282 1321 V/C Ratio(X) 0.50 0.00 0.00 0.18 0.00 0.00 0.05 0.44 0.44 0.01 0.24 0.24 Avail Cap(c_a), veh/h 477 0 0 501 0 0 633 1282 1336 386 1282 1321 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 0.92 0.92 0.92 Uniform Delay (d), s/veh 32.4 0.0 0.0 30.9 0.0 0.0 4.2 4.1 4.1 6.0 3.4 3.4 Incr Delay (d2), s/veh 1.3 0.0 0.0 0.3 0.0 0.0 0.1 1.1 1.1 0.0 0.4 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 2.0 0.0 0.0 0.7 0.0 0.0 0.1 2.7 2.8 0.0 1.2 1.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 33.7 0.0 0.0 31.2 0.0 0.0 4.4 5.2 5.1 6.1 3.8 3.8 LnGrp LOS C A A C A A A A A A A A Approach Vol, veh/h 115 44 1181 617 Approach Delay, s/veh 33.7 31.2 5.1 3.8 Approach LOS C C A A Timer - Assigned Phs 2 4 6 8 0 0.97 1.00 Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s Intersection Summary 61.0 14.0 61.0 14.0 6.4 * 6.3 6.4 * 6.3 42.6 *20 42.6 *20 11.7 3.7 11.6 7.2 1.3 0.1 3.0 0.3 HCM 6th Ctrl Delay HCM 6th LOS Notes 7.0 A User approved pedestrian interval to be less than phase max green. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. K:1FTL_TPTO1043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn Lanes, Volumes, Timings 19: NE 2nd Avenue & NE 39th Street Futur t Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations 43, 44 19 "ri 19 "ri Traffic Volume (vph) 45 22 55 76 31 482 76 661 Future Volume (vph) 45 22 55 76 31 482 76 661 Turn Type Perm NA Perm NA pm+pt NA pm+pt NA Protected Phases 8 4 1 6 5 2 Permitted Phases 8 4 6 2 Detector Phase 8 8 4 4 1 6 5 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 5.0 7.0 5.0 7.0 Minimum Split (s) 31.0 31.0 31.0 31.0 11.0 26.0 11.0 26.0 Total Split (s) 51.0 51.0 51.0 51.0 23.0 106.0 23.0 106.0 Total Split (%) 28.3% 28.3% 28.3% 28.3% 12.8% 58.9% 12.8% 58.9% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None None C-Max None C-Max Intersection Summary This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 Cycle Length: 180 Actuated Cycle Length: 180 Offset: 59 (33%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 90 Control Type: Actuated -Coordinated Splits and Phases: 19: NE 2nd Avenue & NE 39th Street 1 N.). 41I- 23s 1106s 1 514 G S At06 (R) ';4 23s ]106s51s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn HCM 6th Signalized Intersection Summary 19: NE 2nd Avenue & NE 39th Street c Futur Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations 43, 43,1 Traffic Volume (veh/h) 45 22 63 55 76 182 31 482 40 7 Future Volume (veh/h) 45 22 63 55 76 182 31 482 40 76 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 0.96 1.00 0.96 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 48 24 68 59 82 196 33 518 43 82 711 53 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap,veh/h 88 49 104 77 96 207 434 1075 89 559 1094 82 Arrive On Green 0.23 0.23 0.23 0.23 0.23 0.23 0.03 0.85 0.85 0.04 0.86 0.86 Sat Flow, veh/h 263 210 447 227 410 885 1767 1683 140 1767 1699 127 Grp Volume(v), veh/h 140 0 0 337 0 0 33 0 561 82 0 764 Grp Sat Flow(s),veh/h/In 919 0 0 1522 0 0 1767 0 1823 1767 0 1826 Q Serve(g_s), s 0.0 0.0 0.0 15.2 0.0 0.0 1.2 0.0 14.1 2.9 0.0 24.5 Cycle Q Clear(g_c), s 24.1 0.0 0.0 39.3 0.0 0.0 1.2 0.0 14.1 2.9 0.0 24.5 Prop In Lane 0.34 0.49 0.18 0.58 1.00 0.08 1.00 0.07 Lane Grp Cap(c), veh/h 242 0 0 380 0 0 434 0 1164 559 0 1175 V/C Ratio(X) 0.58 0.00 0.00 0.89 0.00 0.00 0.08 0.00 0.48 0.15 0.00 0.65 Avail Cap(c_a), veh/h 264 0 0 404 0 0 561 0 1164 678 0 1175 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 60.7 0.0 0.0 67.8 0.0 0.0 12.1 0.0 6.0 11.0 0.0 6.4 Incr Delay (d2), s/veh 3.1 0.0 0.0 20.2 0.0 0.0 0.0 0.0 1.4 0.0 0.0 2.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 6.0 0.0 0.0 17.5 0.0 0.0 0.5 0.0 4.5 1.2 0.0 6.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 63.8 0.0 0.0 88.0 0.0 0.0 12.1 0.0 7.4 11.1 0.0 9.2 LnGrp LOS E A A F A A B A A B A A Approach Vol, veh/h 140 337 594 846 Approach Delay, s/veh 63.8 88.0 7.6 9.4 Approach LOS E F A A Timer - Assigned Phs 1 2 4 5 6 8 This submittal needs to be schebu led bra public hearing In aaord ana with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decia on. Phs Duration (G+Y+Rc), s 10.0 121.8 48.1 10.9 121.0 48.1 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 17.0 100.0 45.0 17.0 100.0 45.0 Max Q Clear Time (g_c+I1), s 3.2 26.5 41.3 4.9 16.1 26.1 Green Ext Time (p_c), s 0.0 2.0 0.8 0.1 1.3 0.9 Intersection Summary HCM 6th Ctrl Delay 26.6 HCM 6th LOS C K:1FTL_TPTO1043752001-Sabal Palm Village\calcs\Synchro\Future Background.syn 4 PURL/ G 0 4- Q NOTICE This submittal needs to be' scheduled fora pubic hearing In acoordanre whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubc hearing to render a recommended on or a final decM on. PZ-21-10809 12/16/21 sN SEW cO�Qv Future Total P.M. 4 PUei. Lanes, Volumes, Timings 1: NW 6th Avenue/I-95 SB Off -Ramp & NW 62nd Street G 0 c Lane Group EBT WBL WBT SBL SBT Lane Configurations " i Traffic Volume (vph) 726 503 874 326 354 Future Volume (vph) 726 503 874 326 354 Turn Type NA pm+pt NA Split NA Protected Phases 6 5 2 8 8 Permitted Phases 2 Detector Phase 6 5 2 8 8 Switch Phase Minimum Initial (s) 7.0 5.0 7.0 7.0 7.0 Minimum Split (s) 25.0 11.0 25.0 25.0 25.0 Total Split (s) 42.0 35.0 77.0 56.0 56.0 Total Split (%) 31.6% 26.3% 57.9% 42.1% 42.1% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode C-Max None C-Max None None Intersection Summary NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 sN SEW cO�Qv Cycle Length: 133 Actuated Cycle Length: 133 Offset: 33 (25%), Referenced to phase 2:WBTL and 6:EBT, Start of Yellow Natural Cycle: 120 Control Type: Actuated -Coordinated Splits and Phases: 1: NW 6th Avenue/I-95 SB Off -Ramp & NW 62nd Street 8 1- 02 (R) 77 s ir 56 s 05 ir -Po6 CR) 35s I 42s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn HCM 6th Signalized Intersection Summary 1: NW 6th Avenue/I-95 SB Off -Ramp & NW 62nd Street This submittal needs to be schebu led bra public hearing In accordance with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratl on or a final decia on. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations +"ri 1 ++ Traffic Volume (veh/h) 0 726 310 503 874 0 0 0 0 32 Future Volume (veh/h) 0 726 310 503 874 0 0 0 0 326 Initial Q (Qb), veh 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/In 0 1856 1856 1856 1856 0 1856 1856 1856 Adj Flow Rate, veh/h 0 772 330 535 930 0 347 377 456 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 0 3 3 3 3 0 3 3 3 Cap,veh/h 0 645 275 439 1882 0 664 287 347 Arrive On Green 0.00 0.36 0.36 0.29 0.71 0.00 0.38 0.38 0.38 Sat Flow, veh/h 0 2474 1016 1767 3618 0 1767 764 924 Grp Volume(v), veh/h 0 571 531 535 930 0 347 0 833 Grp Sat Flow(s),veh/h/In 0 1763 1635 1767 1763 0 1767 0 1688 Q Serve(g_s), s 0.0 36.0 36.0 29.0 15.7 0.0 20.3 0.0 50.0 Cycle Q Clear(g_c), s 0.0 36.0 36.0 29.0 15.7 0.0 20.3 0.0 50.0 Prop In Lane 0.00 0.62 1.00 0.00 1.00 0.55 Lane Grp Cap(c), veh/h 0 477 443 439 1882 0 664 0 634 V/C Ratio(X) 0.00 1.20 1.20 1.22 0.49 0.00 0.52 0.00 1.31 Avail Cap(c_a), veh/h 0 477 443 439 1882 0 664 0 634 HCM Platoon Ratio 1.00 1.33 1.33 1.33 1.33 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.09 0.09 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 42.6 42.6 37.3 11.3 0.0 32.2 0.0 41.5 Incr Delay (d2), s/veh 0.0 107.5 109.7 99.9 0.1 0.0 0.6 0.0 151.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 0.0 29.0 27.2 20.9 5.0 0.0 8.8 0.0 47.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 150.1 152.3 137.2 11.3 0.0 32.8 0.0 193.4 LnGrp LOS A F F F B A C A F Approach Vol, veh/h 1102 1465 1180 Approach Delay, s/veh 151.1 57.3 146.2 Approach LOS F E F Timer - Assigned Phs 2 5 6 8 PZ-21-10809 12/16/21 0 1.00 1.00 Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s Intersection Summary 77.0 35.0 42.0 56.0 6.0 6.0 6.0 6.0 71.0 29.0 36.0 50.0 17.7 31.0 38.0 52.0 2.8 0.0 0.0 0.0 HCM 6th Ctrl Delay HCM 6th LOS 112.9 F K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn 4 P U Lanes, Volumes, Timings 2: NW 6th Avenue/NW 5th Court & NW 62nd Street G 0 Lane Group EBL EBT WBT NBT Lane Configurations ++ 1 Traffic Volume (vph) 283 743 983 432 Future Volume (vph) 283 743 983 432 Turn Type pm+pt NA NA NA Protected Phases 1 6 2 4 Permitted Phases 6 Detector Phase 1 6 2 4 Switch Phase Minimum Initial (s) 5.0 7.0 7.0 7.0 Minimum Split (s) 11.0 20.0 20.0 30.0 Total Split (s) 19.0 67.0 48.0 58.0 Total Split (%) 15.2% 53.6% 38.4% 46.4% Yellow Time (s) 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Recall Mode None C-Max C-Max None Intersection Summary NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 sN Cycle Length: 125 Actuated Cycle Length: 125 Offset: 106 (85%), Referenced to phase 2:WBT and 6:EBTL, Start of Yellow Natural Cycle: 140 Control Type: Actuated -Coordinated Splits and Phases: 2: NW 6th Avenue/NW 5th Court & NW 62nd Street 1 04 1- 02 (R) 19s 18s 58s 6 (R) 67s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn PUBL ic HCM 6th Signalized Intersection Summary 2: NW 6th Avenue/NW 5th Court & NW 62nd Street 4 0 a Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations ++ Traffic Volume (veh/h) 283 743 0 0 983 304 625 432 611 Future Volume (veh/h) 283 743 0 0 983 304 625 432 611 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.97 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/In 1856 1856 0 0 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 295 774 0 0 1024 317 651 450 636 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 3 3 0 0 3 3 3 3 3 Cap, veh/h 241 1720 0 0 885 271 524 367 530 Arrive On Green 0.14 0.65 0.00 0.00 0.45 0.45 0.42 0.42 0.42 Sat Flow, veh/h 1767 3618 0 0 2727 808 1259 882 1274 NOTICE This submittal needs to be schebu led bra public hearing In aaord ana with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decia on. PZ-21-10809 12/16/21 ReVI E coos Grp Volume(v), veh/h 295 774 0 0 682 659 927 0 810 Grp Sat Flow(s),veh/h/In 1767 1763 0 0 1763 1679 1793 0 1623 Q Serve(g_s), s 13.0 13.6 0.0 0.0 42.0 42.0 52.0 0.0 52.0 Cycle Q Clear(g_c), s 13.0 13.6 0.0 0.0 42.0 42.0 52.0 0.0 52.0 Prop In Lane 1.00 0.00 0.00 0.48 0.70 0.78 Lane Grp Cap(c), veh/h 241 1720 0 0 592 564 746 0 675 V/C Ratio(X) 1.22 0.45 0.00 0.00 1.15 1.17 1.24 0.00 1.20 Avail Cap(c_a), veh/h 241 1720 0 0 592 564 746 0 675 HCM Platoon Ratio 1.33 1.33 1.00 1.00 1.33 1.33 1.00 1.00 1.00 Upstream Filter(I) 0.09 0.09 0.00 0.00 0.80 0.80 1.00 0.00 1.00 Uniform Delay (d), s/veh 36.1 13.6 0.0 0.0 34.6 34.6 36.5 0.0 36.5 Incr Delay (d2), s/veh 103.5 0.1 0.0 0.0 83.4 90.3 120.5 0.0 103.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 11.2 4.7 0.0 0.0 30.2 29.8 47.1 0.0 39.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 139.6 13.7 0.0 0.0 118.0 124.9 157.0 0.0 140.4 LnGrp LOS F B A A F F F A F Approach Vol, veh/h 1069 1341 1737 Approach Delay, s/veh 48.4 121.4 149.2 Approach LOS D F F Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 19.0 48.0 58.0 67.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 13.0 42.0 52.0 61.0 Max Q Clear Time (g_c+I1), s 15.0 44.0 54.0 15.6 Green Ext Time (p_c), s 0.0 0.0 0.0 2.2 Intersection Summary HCM 6th Ctrl Delay HCM 6th LOS 114.2 F K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn 4 P U Lanes, Volumes, Timings 3: NW 2nd Avenue & NW 62nd Street/NE 62nd Street G 0 a 4- t Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations 19 4 19 4 19 + r* 19 1' Traffic Volume (vph) 162 867 113 914 176 364 110 61 145 Future Volume (vph) 162 867 113 914 176 364 110 61 145 102 Turn Type pm+pt NA pm+pt NA pm+pt NA Perm pm+pt NA Perm Protected Phases 1 6 5 2 7 4 3 8 Permitted Phases 6 2 4 4 8 Detector Phase 1 6 5 2 7 4 4 3 8 8 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 7.0 7.0 5.0 7.0 7.0 Minimum Split (s) 10.7 25.0 10.7 25.0 10.7 25.0 25.0 10.7 25.0 25.0 Total Split (s) 18.0 72.0 18.0 72.0 18.0 42.0 42.0 18.0 42.0 42.0 Total Split (%) 12.0% 48.0% 12.0% 48.0% 12.0% 28.0% 28.0% 12.0% 28.0% 28.0% Yellow Time (s) 3.7 4.0 3.7 4.0 3.7 4.0 4.0 3.7 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.7 6.0 5.7 6.0 5.7 6.0 6.0 5.7 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None C-Max None None None None None None NOTICE Ibis submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body will resiew the information at the pubec hearing to render a recommended on or a final decla on. Intersection Summary 1 0 8 PZ-21-10809 12/16/21 v4k' !EW COV Cycle Length: 150 Actuated Cycle Length: 150 Offset: 16 (11%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 80 Control Type: Actuated -Coordinated Splits and Phases: 3: NW 2nd Avenue & NW 62nd Street/NE 62nd Street 01 \111.03 tO=4 02 (R) 18s 72s ir 18s 42s 05 ir 07 T 08 D6 (R) 18s 72s 18s 42s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn HCM 6th Signalized Intersection Summary 3: NW 2nd Avenue & NW 62nd Street/NE 62nd Street c Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations 19 4 i 19 4 i 'Pi + r* Traffic Volume (veh/h) 162 867 194 113 914 117 176 364 110 6 Future Volume (veh/h) 162 867 194 113 914 117 176 364 110 61 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.97 1.00 0.97 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 164 876 196 114 923 118 178 368 111 62 146 103 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap,veh/h 359 1558 348 336 1673 214 305 398 328 135 318 262 Arrive On Green 0.07 0.73 0.73 0.06 0.71 0.71 0.08 0.21 0.21 0.04 0.17 0.17 SatFlow,veh/h 1767 2844 636 1767 3131 400 1767 1856 1533 1767 1856 1532 Grp Volume(v), veh/h 164 543 529 114 520 521 178 368 111 62 146 103 Grp Sat Flow(s),veh/h/In 1767 1763 1717 1767 1763 1768 1767 1856 1533 1767 1856 1532 Q Serve(g_s), s 6.4 21.2 21.2 4.4 21.0 21.0 12.3 29.2 9.2 4.3 10.6 9.0 Cycle Q Clear(g_c), s 6.4 21.2 21.2 4.4 21.0 21.0 12.3 29.2 9.2 4.3 10.6 9.0 Prop In Lane 1.00 0.37 1.00 0.23 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 359 966 941 336 942 945 305 398 328 135 318 262 V/C Ratio(X) 0.46 0.56 0.56 0.34 0.55 0.55 0.58 0.93 0.34 0.46 0.46 0.39 Avail Cap(c_a), veh/h 405 966 941 405 942 945 305 445 368 211 445 368 HCM Platoon Ratio 1.33 1.33 1.33 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.89 0.89 0.89 0.62 0.62 0.62 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 15.7 12.1 12.1 15.7 13.1 13.1 45.5 57.8 49.9 50.3 55.9 55.2 Incr Delay (d2), s/veh 0.3 2.1 2.2 0.1 1.4 1.4 1.9 23.5 0.4 0.9 0.8 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 2.5 7.4 7.3 1.8 7.4 7.4 5.6 16.3 3.6 2.0 5.1 3.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 16.0 14.2 14.2 15.8 14.6 14.6 47.4 81.3 50.4 51.2 56.7 55.9 LnGrp LOS B BBBBBD F DDEE Approach Vol, veh/h 1236 1155 657 311 Approach Delay, s/veh 14.4 14.7 66.9 55.3 Approach LOS B B E E Timer - Assigned Phs 1 2 3 4 5 6 7 8 This submittal needs to be schebu led bra public hearing In accordance with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratl on or a final decia on. PZ-21-10809 12/16/21 0 0.97 1.00 Phs Duration (G+Y+Rc), s 14.1 86.2 11.6 38.1 12.1 88.2 18.0 31.7 Change Period (Y+Rc), s * 5.7 6.0 * 5.7 6.0 * 5.7 6.0 * 5.7 6.0 Max Green Setting (Gmax), s * 12 66.0 * 12 36.0 * 12 66.0 * 12 36.0 Max Q Clear Time (g_c+I1), s 8.4 23.0 6.3 31.2 6.4 23.2 14.3 12.6 Green Ext Time (p_c), s 0.1 2.6 0.0 1.0 0.1 2.8 0.0 0.9 Intersection Summary HCM 6th Ctrl Delay 28.6 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn 4 P U Lanes, Volumes, Timings 4: NE 2nd Avenue & NE 62nd Street & NE 61st Street G 0 T Lane Group EBT EBR NBL NBT SBL2 SBT SWL SWR 03 Lane Configurations r* 414 41419 r v Traffic Volume (vph) 121 204 261 807 89 553 148 791 Future Volume (vph) 121 204 261 807 89 553 148 791 Turn Type NA Perm Perm NA Perm NA pm+pt Perm Protected Phases 8 6 2 7! 3 Permitted Phases 8 6 2 4 4 Detector Phase 8 8 6 6 2 2 7 4 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 5.0 7.0 5.0 Minimum Split (s) 25.0 25.0 41.0 41.0 41.0 41.0 10.7 25.0 10.7 Total Split (s) 35.0 35.0 65.0 65.0 65.0 65.0 20.0 35.0 20.0 Total Split (%) 29.2% 29.2% 54.2% 54.2% 54.2% 54.2% 16.7% 29.2% 17% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 3.7 4.0 3.7 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 5.7 6.0 Lead/Lag Lag Lag Lead Lag Lead Lead -Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None C-Max C-Max C-Max C-Max None None None Intersection Summary NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 sN 1 SEW cO�Qv Cycle Length: 120 Actuated Cycle Length: 120 Offset: 87 (73%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 150 Control Type: Actuated -Coordinated ! Phase conflict between lane groups. Splits and Phases: 4: NE 2nd Avenue & NE 62nd Street & NE 61st Street .04 65s 2!]s 35s t06g cp.)0 7 .. 65s 1 20s 35s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn 4 PUBL ic HCM Signalized Intersection Capacity Analysis 4: NE 2nd Avenue & NE 62nd Street & NE 61st Street G 0 a T r Lir Movement EBL2 EBL EBT EBR NBL NBT NBR SBL2 SBT Lane Configurations 19 +1 r* Traffic Volume (vph) 0 511 121 204 261 807 115 89 553 Future Volume (vph) 0 511 121 204 261 807 115 89 553 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.0 6.0 Lane Util. Factor 0.95 1.00 0.95 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 Frt 1.00 0.85 0.99 0.97 Flt Protected 0.96 1.00 0.99 0.99 Satd. Flow (prot) 3402 1583 3449 3413 Flt Permitted 0.46 1.00 0.58 0.55 Satd. Flow (perm) 1610 1583 2020 1873 Peak -hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 0 532 126 212 272 841 120 93 576 RTOR Reduction (vph) 0 0 0 156 0 0 0 0 16 Lane Group Flow (vph) 0 0 658 57 0 1233 0 0 803 Confl. Peds. (#/hr) 10 2 Confl. Bikes (#/hr) NOTICE This submittal needs to be schebu led bra public hearing In aaord ana with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will relew the Intormabon at the public hearing to render a recommentratlon or a final decia on. 14 144 PZ-21-10809 12/16/21 R �Q V/EW CO 1900 1900 1900 5.7 6.0 1.00 0.88 1.00 1.00 1.00 1.00 1.00 0.85 0.95 1.00 1770 2787 0.76 1.00 1410 2787 0.96 0.96 0.96 150 154 824 0 0 0 0 154 824 2 4 Turn Type pm+pt Prot NA Perm Perm NA Perm NA pm+pt Perm Protected Phases 3 4! 8 6 2 7! Permitted Phases 8 8 6 2 4 4 Actuated Green, G (s) 49.0 32.2 59.0 59.0 49.0 49.0 Effective Green, g (s) 49.0 32.2 59.0 59.0 49.0 49.0 Actuated g/C Ratio 0.41 0.27 0.49 0.49 0.41 0.41 Clearance Time (s) 6.0 6.0 6.0 6.0 5.7 6.0 Vehicle Extension (s) 2.5 2.5 1.0 1.0 2.0 2.5 Lane Grp Cap (vph) 1389 424 993 920 609 1138 v/s Ratio Prot 0.19 0.02 v/s Ratio Perm 0.04 c0.61 0.43 0.08 c0.30 v/c Ratio 0.47 0.13 1.24 0.87 0.25 0.72 Uniform Delay, d1 26.0 33.3 30.5 27.2 23.0 29.8 Progression Factor 1.00 1.00 0.98 1.00 1.00 1.00 Incremental Delay, d2 0.2 0.1 117.1 11.2 0.1 2.2 Delay (s) 26.2 33.4 146.8 38.4 23.1 32.0 Level of Service C C F D C C Approach Delay (s) 28.0 146.8 38.4 30.6 Approach LOS C F D C Intersection Summary HCM 2000 Control Delay 68.4 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.06 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 17.7 Intersection Capacity Utilization 119.0% ICU Level of Service H Analysis Period (min) 15 ! Phase conflict between lane groups. c Critical Lane Group K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn 4 P U Lanes, Volumes, Timings 5: Biscayne Boulevard & NE 62nd Street G 0 4- t Lane Group WBT NBL NBT SBL SBT Lane Configurations 4' 19 f 19 Traffic Volume (vph) 4 183 1802 11 1250 Future Volume (vph) 4 183 1802 11 1250 Turn Type NA pm+pt NA Perm NA Protected Phases 4 1 6 2 Permitted Phases 6 2 Detector Phase 4 1 6 2 2 Switch Phase Minimum Initial (s) 7.0 5.0 7.0 7.0 7.0 Minimum Split (s) 32.0 11.0 29.5 29.5 29.5 Total Split (s) 36.0 18.0 94.0 76.0 76.0 Total Split (%) 27.7% 13.8% 72.3% 58.5% 58.5% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 3.0 2.0 2.5 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 6.0 6.5 6.5 6.5 Lead/Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Recall Mode None None C-Max C-Max C-Max Intersection Summary NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 sN 1 SEW cO�Qv Cycle Length: 130 Actuated Cycle Length: 130 Offset: 112 (86%), Referenced to phase 2:SBTL and 6:NBTL, Start of Green Natural Cycle: 90 Control Type: Actuated -Coordinated Splits and Phases: 5: Biscayne Boulevard & NE 62nd Street l 01 11 02 (R) 0 4 18s 76s 6s } 106 (P.) V 94 s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn HCM 6th Signalized Intersection Summary 5: Biscayne Boulevard & NE 62nd Street This submittal needs to be schebu led bra public hearing In accordance with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratl on or a final decla on. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations 4 19 Traffic Volume (veh/h) 0 0 0 11 4 8 183 1802 1 1 Future Volume (veh/h) 0 0 0 11 4 8 183 1802 1 11 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.97 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/In 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 11 4 8 189 1858 1 11 1289 222 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 Cap, veh/h 77 28 55 386 3069 2 243 2294 391 Arrive On Green 0.05 0.05 0.05 0.05 1.00 1.00 1.00 1.00 1.00 Sat Flow, veh/h 1617 586 1169 1767 3616 2 245 3003 512 Grp Volume(v), veh/h 12 0 11 189 906 953 11 751 760 Grp Sat Flow(s),veh/h/In 1775 0 1597 1767 1763 1855 245 1763 1753 Q Serve(g_s), s 0.8 0.0 0.9 2.9 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.8 0.0 0.9 2.9 0.0 0.0 0.0 0.0 0.0 Prop In Lane 0.91 0.73 1.00 0.00 1.00 0.29 Lane Grp Cap(c), veh/h 84 0 76 386 1496 1575 243 1346 1339 V/C Ratio(X) 0.14 0.00 0.14 0.49 0.61 0.61 0.05 0.56 0.57 Avail Cap(c_a), veh/h 396 0 356 481 1496 1575 243 1346 1339 HCM Platoon Ratio 1.00 1.00 1.00 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 1.00 0.00 1.00 0.31 0.31 0.31 1.00 1.00 1.00 Uniform Delay (d), s/veh 59.4 0.0 59.4 2.4 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.6 0.0 0.6 0.1 0.6 0.5 0.4 1.7 1.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 0.4 0.0 0.4 0.8 0.2 0.2 0.0 0.6 0.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 60.0 0.0 60.0 2.5 0.6 0.5 0.4 1.7 1.7 LnGrp LOS E A E A A A A A A Approach Vol, veh/h 23 2048 1522 Approach Delay, s/veh 60.0 0.7 1.7 Approach LOS E A A Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 11.1 105.8 13.2 116.8 Change Period (Y+Rc), s 6.0 6.5 7.0 6.5 Max Green Setting (Gmax), s 12.0 69.5 29.0 87.5 Max Q Clear Time (g_c+I1), s 4.9 2.0 2.9 2.0 Green Ext Time (p_c), s 0.1 4.8 0.1 6.4 Intersection Summary HCM 6th Ctrl Delay HCM 6th LOS 1.5 A K:1FTL_TPTO1043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn 4 P U Lanes, Volumes, Timings 6: Biscayne Boulevard & NE 61st Street G 0 t Lane Group EBL EBT WBL WBR NBT SBL SBT Lane Configurations 1 r* +1' Traffic Volume (vph) 357 15 30 22 1617 23 1232 Future Volume (vph) 357 15 30 22 1617 23 1232 Turn Type Split NA Prot pm+ov NA pm+pt NA Protected Phases 8 8 4 5 6 5 2 Permitted Phases 4 2 Detector Phase 8 8 4 5 6 5 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 5.0 7.0 5.0 7.0 Minimum Split (s) 31.0 31.0 31.0 11.0 25.0 11.0 25.0 Total Split (s) 27.0 27.0 22.0 13.0 68.0 13.0 81.0 Total Split (%) 20.8% 20.8% 16.9% 10.0% 52.3% 10.0% 62.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 3.0 3.0 3.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 7.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode None None None None C-Max None C-Max Intersection Summary NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 sN 1 SEW cO�Qv Cycle Length: 130 Actuated Cycle Length: 130 Offset: 114 (88%), Referenced to phase 2:SBTL and 6:NBT, Start of Green Natural Cycle: 150 Control Type: Actuated -Coordinated Splits and Phases: 6: Biscayne Boulevard & NE 61st Street T 02CR)g cfl. 4 u 1 S 27 4 lej 22 s ' ,.. 05 I too (R) 13 s I68 s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn PUBL ic HCM Signalized Intersection Capacity Analysis 6: Biscayne Boulevard & NE 61st Street 4 0 a 1- ak. IN T P Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations vi "ri 1 r* t"ri Traffic Volume (vph) 357 15 208 30 0 22 0 1617 19 2 Future Volume (vph) 357 15 208 30 0 22 0 1617 19 23 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 7.0 7.0 7.0 6.0 6.0 6.0 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 Frpb, ped/bikes 1.00 0.99 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.86 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 Satd. Flow (prot) 1752 1565 1752 1554 3498 1752 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.05 Satd. Flow (perm) 1752 1565 1752 1554 3498 92 Peak -hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 372 16 217 31 0 23 0 1684 20 24 RTOR Reduction (vph) 0 153 0 0 0 21 0 0 0 0 Lane Group Flow (vph) 372 80 0 31 0 2 0 1704 0 24 Confl. Peds. (#/hr) 3 2 2 3 14 1 1 Confl. Bikes (#/hr) 1 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% Turn Type Split NA Prot pm+ov NA pm+pt Protected Phases 8 8 4 5 6 5 Permitted Phases 4 2 Actuated Green, G (s) 20.0 20.0 5.1 9.4 74.6 84.9 84.9 Effective Green, g (s) 20.0 20.0 5.1 9.4 74.6 84.9 84.9 Actuated g/C Ratio 0.15 0.15 0.04 0.07 0.57 0.65 0.65 Clearance Time (s) 7.0 7.0 7.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.5 2.5 2.5 2.0 1.0 2.0 1.0 Lane Grp Cap (vph) 269 240 68 112 2007 114 2289 v/s Ratio Prot c0.21 0.05 c0.02 0.00 c0.49 0.01 c0.37 v/s Ratio Perm 0.00 0.13 v/c Ratio 1.38 0.33 0.46 0.01 0.85 0.21 0.56 Uniform Delay, d1 55.0 49.0 61.1 56.0 23.0 20.6 12.3 Progression Factor 1.00 1.00 1.00 1.00 0.96 0.68 0.30 Incremental Delay, d2 193.8 0.6 3.5 0.0 3.8 0.3 0.8 Delay (s) 248.8 49.6 64.6 56.0 25.9 14.3 4.5 Level of Service F D E E C B A Approach Delay (s) 172.1 60.9 25.9 4.6 Approach LOS F E C A Intersection Summary NOTICE J"' R V1 EW co�s This submittal needs to be schebu led bra public hearing In aaord ana with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decia on. PZ-21-10809 12/16/21 1900 6.0 0.95 1.00 1.00 1.00 1.00 3505 1.00 3505 0.96 0.96 1283 0 0 0 1283 0 14 4 3% 3% NA 2 1900 HCM 2000 Control Delay 43.0 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.94 Actuated Cycle Length (s) 130.0 Sum of lost time (s) 26.0 Intersection Capacity Utilization 85.1% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn 4 PURL/ Lanes, Volumes, Timings 7: NE 2nd Avenue & NE 59th Street G 0 a t Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Lane Configurations 'Pi + r* Traffic Volume (vph) 22 10 18 50 12 26 907 19 824 Future Volume (vph) 22 10 18 50 12 26 907 19 824 Turn Type Perm NA Perm Perm NA Perm NA Perm NA Protected Phases 8 4 6 2 Permitted Phases 8 8 4 6 2 Detector Phase 8 8 8 4 4 6 6 2 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 28.0 28.0 28.0 28.0 28.0 27.0 27.0 27.0 27.0 Total Split (s) 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 Total Split (%) 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead -Lag Optimize? Recall Mode None None None None None C-Max C-Max C-Max C-Max Intersection Summary NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 sN SEW cO�Qv Cycle Length: 120 Actuated Cycle Length: 120 Offset: 73 (61%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 55 Control Type: Actuated -Coordinated Splits and Phases: 7: NE 2nd Avenue & NE 59th Street ♦ 2(R) i D4 60 s 60 s 106 (R) U 60s 1 60s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn HCM 6th Signalized Intersection Summary 7: NE 2nd Avenue & NE 59th Street Movement Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Work Zone On Approach Adj Sat Flow, veh/h/In Adj Flow Rate, veh/h Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/In Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %ile BackOfQ(50%),veh/In Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh LnGrp LOS Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s Intersection Summary 4- EBL EBT EBR WBL WBT WBR NBL NBT NBR 19 22 22 0 1.00 1.00 1856 23 0.95 3 183 0.14 1263 23 1263 0.0 3.1 1.00 183 0.13 579 1.00 1.00 46.1 0.2 0.0 0.6 10 10 0 1.00 No 1856 11 0.95 3 252 0.14 1856 11 1856 0.6 0.6 252 0.04 835 1.00 1.00 45.1 0.1 0.0 0.3 18 18 0 0.99 1.00 1856 19 0.95 3 212 0.14 1559 19 1559 1.3 1.3 1.00 212 0.09 701 1.00 1.00 45.3 0.1 0.0 0.5 50 50 0 0.99 1.00 1856 53 0.95 3 94 0.14 397 167 1533 9.8 12.6 0.32 248 0.67 721 1.00 1.00 50.1 2.4 0.0 5.0 12 12 0 1.00 No 1856 13 0.95 3 28 0.14 209 0 0 0.0 0.0 0 0.00 0 1.00 0.00 0.0 0.0 0.0 0.0 46.4 45.1 45.5 52.5 0.0 D D D D A 53 167 45.8 52.5 D D 2 97.7 6.0 54.0 2.0 2.2 4 22.3 6.0 54.0 14.6 0.9 96 96 0 0.99 1.00 1856 101 0.95 3 126 0.14 927 0 0 0.0 0.0 0.60 0 0.00 0 1.00 0.00 0.0 0.0 0.0 0.0 26 26 0 1.00 1.00 1856 27 0.95 3 75 1.00 57 511 1743 0.0 0.0 0.05 1363 0.37 1363 1.33 1.00 0.0 0.8 0.0 0.3 41) 907 907 0 1.00 No 1856 955 0.95 3 2517 1.00 3295 0 0 0.0 0.0 0 0.00 0 1.33 0.00 0.0 0.0 0.0 0.0 0.0 0.8 0.0 A A A 1001 0.8 A 6 97.7 6.0 54.0 2.0 2.6 8 22.3 6.0 54.0 5.1 0.1 18 18 0 0.96 1.00 1856 19 0.95 3 50 1.00 65 490 1674 0.0 0.0 0.04 1279 0.38 1279 1.33 1.00 0.0 0.9 0.0 0.3 This submittal needs to be schebu led bra public hearing In aaord ana with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decla on. 1 19 0 1.00 1.00 1856 20 0.95 3 64 1.00 43 462 1760 0.0 0.0 0.04 1376 0.34 1376 1.33 0.65 0.0 0.4 0.0 0.2 1.00 No 1856 867 0.95 3 2552 1.00 3340 0 0 0.0 0.0 0 0.00 0 1.33 0.00 0.0 0.0 0.0 0.0 0 0.96 1.00 1856 14 0.95 3 41 1.00 53 439 1677 0.0 0.0 0.03 1281 0.34 1281 1.33 0.65 0.0 0.5 0.0 0.2 0.9 0.4 0.0 0.5 A A A A 901 0.5 A HCM 6th Ctrl Delay HCM 6th LOS 5.9 A K:1FTL_TPTO1043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn 4 P U Lanes, Volumes, Timings 8: NW 6th Court & NW 54th Street G 0 a c 4_ t 1 Lane Group EBT WBL WBT NBT SBL SBT SBR Lane Configurations t) + 19 4 i* Traffic Volume (vph) 1058 24 701 0 132 48 147 Future Volume (vph) 1058 24 701 0 132 48 147 Turn Type NA Perm NA NA Split NA Prot Protected Phases 6 2 4 3 3 3 Permitted Phases 2 Detector Phase 6 2 2 4 3 3 3 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 33.0 33.0 33.0 13.0 13.0 13.0 13.0 Total Split (s) 79.0 79.0 79.0 16.0 15.0 15.0 15.0 Total Split (%) 71.8% 71.8% 71.8% 14.5% 13.6% 13.6% 13.6% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lag Lead Lead Lead Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode C-Max C-Max C-Max None None None None Intersection Summary NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 sN 1 SEW cO�Qv Cycle Length: 110 Actuated Cycle Length: 110 Offset: 100 (91%), Referenced to phase 2:WBTL and 6:EBT, Start of Yellow Natural Cycle: 60 Control Type: Actuated -Coordinated Splits and Phases: 8: NW 6th Court & NW 54th Street �3 4104 411- 02 (R) 79s 1.5s 16s d 6CR) 79s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn 4 PUBL ic HCM Signalized Intersection Capacity Analysis 8: NW 6th Court & NW 54th Street G 0 a T P Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations 14" i 4+ 43, Traffic Volume (vph) 0 1058 12 24 701 0 2 0 8 1 Future Volume (vph) 0 1058 12 24 701 0 2 0 8 132 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.0 6.0 Lane Util. Factor 0.95 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.89 1.00 Flt Protected 1.00 1.00 0.99 0.95 Satd. Flow (prot) 3532 3533 1642 1681 Flt Permitted 1.00 0.88 0.99 0.95 Satd. Flow (perm) 3532 3118 1642 1681 Peak -hour factor, PHF 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph) 0 1163 13 26 770 0 2 0 9 145 RTOR Reduction (vph) 0 1 0 0 0 0 0 11 0 0 Lane Group Flow (vph) 0 1175 0 0 796 0 0 0 0 97 Confl. Peds. (#/hr) 9 5 5 9 1 Confl. Bikes (#/hr) 5 5 3 NOTICE This submittal needs to be schebu led bra public hearing In aaord ana with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decia on. PZ-21-10809 12/16/21 R COO VIEW CO 1900 1900 6.0 6.0 0.95 1.00 1.00 1.00 1.00 1.00 1.00 0.85 0.98 1.00 1729 1583 0.98 1.00 1729 1583 0.91 0.91 53 162 0 149 101 13 1 Turn Type NA Perm NA Split NA Split NA Prot Protected Phases 6 2 4 4 3 3 3 Permitted Phases 2 Actuated Green, G (s) 82.0 82.0 1.4 8.6 8.6 8.6 Effective Green, g (s) 82.0 82.0 1.4 8.6 8.6 8.6 Actuated g/C Ratio 0.75 0.75 0.01 0.08 0.08 0.08 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 1.0 1.0 2.5 2.5 2.5 2.5 Lane Grp Cap (vph) 2632 2324 20 131 135 123 v/s Ratio Prot c0.33 c0.00 0.06 c0.06 0.01 v/s Ratio Perm 0.26 v/c Ratio 0.45 0.34 0.01 0.74 0.75 0.10 Uniform Delay, d1 5.3 4.8 53.6 49.6 49.6 47.1 Progression Factor 1.00 0.47 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.6 0.4 0.1 19.0 19.1 0.3 Delay (s) 5.9 2.7 53.7 68.6 68.8 47.4 Level of Service A A D E E D Approach Delay (s) 5.9 2.7 53.7 59.1 Approach LOS A A D E Intersection Summary HCM 2000 Control Delay 13.2 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.47 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 58.4% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn 4 P U Lanes, Volumes, Timings 9: NW 6th Avenue & NW 54th Street G 0 a t Lane Group EBL EBT WBL WBT WBR NBT Lane Configurations 4' + i* Traffic Volume (vph) 254 955 10 688 176 32 Future Volume (vph) 254 955 10 688 176 32 Turn Type pm+pt NA Perm NA Perm NA Protected Phases 1 6 2 4 Permitted Phases 6 2 2 Detector Phase 1 6 2 2 2 4 Switch Phase Minimum Initial (s) 5.0 16.0 16.0 16.0 16.0 7.0 Minimum Split (s) 11.0 26.0 26.0 26.0 26.0 31.0 Total Split (s) 15.0 73.0 58.0 58.0 58.0 37.0 Total Split (%) 13.6% 66.4% 52.7% 52.7% 52.7% 33.6% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode None C-Max C-Max C-Max C-Max None Intersection Summary NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 sN VIEW c.0 Cycle Length: 110 Actuated Cycle Length: 110 Offset: 96 (87%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 90 Control Type: Actuated -Coordinated Splits and Phases: 9: NW 6th Avenue & NW 54th Street 01 + 02 OR.) 15s 58s ',37s 6 R) 73, s IN K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn PUBL ic HCM Signalized Intersection Capacity Analysis 9: NW 6th Avenue & NW 54th Street 4 0 a c 1- IN T P Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations 4T4 4+ r* 43, Traffic Volume (vph) 254 955 18 10 688 176 2 32 41 Future Volume (vph) 254 955 18 10 688 176 2 32 41 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.0 6.0 Lane Util. Factor 0.95 0.95 1.00 1.00 Frpb, ped/bikes 1.00 1.00 0.97 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 0.93 Flt Protected 0.99 1.00 1.00 1.00 Satd. Flow (prot) 3489 3537 1536 1722 Flt Permitted 0.65 0.93 1.00 1.00 Satd. Flow (perm) 2293 3286 1536 1722 Peak -hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 273 1027 19 11 740 189 2 34 44 0 0 0 RTOR Reduction (vph) 0 0 0 0 0 24 0 41 0 0 0 0 Lane Group Flow (vph) 0 1319 0 0 751 165 0 39 0 0 0 0 Confl. Peds. (#/hr) 10 5 5 10 Confl. Bikes (#/hr) 5 7 Turn Type pm+pt NA Perm NA Perm Perm NA Protected Phases 1 6 2 4 Permitted Phases 6 2 2 4 Actuated Green, G (s) 91.0 91.0 91.0 7.0 Effective Green, g (s) 91.0 91.0 91.0 7.0 Actuated g/C Ratio 0.83 0.83 0.83 0.06 Clearance Time (s) 6.0 6.0 6.0 6.0 Vehicle Extension (s) 1.0 1.0 1.0 2.5 Lane Grp Cap (vph) 1896 2718 1270 109 v/s Ratio Prot v/s Ratio Perm c0.58 0.23 0.11 0.02 v/c Ratio 0.70 0.28 0.13 0.36 Uniform Delay, d1 3.9 2.1 1.8 49.3 Progression Factor 0.94 1.00 1.00 1.00 Incremental Delay, d2 0.8 0.3 0.2 1.5 Delay (s) 4.5 2.4 2.1 50.8 Level of Service A A A D Approach Delay (s) 4.5 2.3 50.8 0.0 Approach LOS A A D A Intersection Summary NOTICE This submittal needs to be schebu led bra public hearing In aaord ana with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decia on. 0 PZ-21-10809 12/16/21 R94- E coos 1900 1900 HCM 2000 Control Delay 5.2 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.71 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 74.5% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn 4 P U Lanes, Volumes, Timings 10: NW 2nd Avenue & NW 54th Street G 0 a Lane Group Lane Configurations Traffic Volume (vph) Future Volume (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode Intersection Summary 4- t EBL EBT WBL WBT NBL NBT NBR SBL SBT t t 19 + r* 19 + 154 769 116 687 51 351 163 56 247 8 154 769 116 687 51 351 163 56 247 80 Perm NA Perm NA Perm NA Perm Perm NA Perm 6 2 4 8 6 2 4 4 8 8 NOTICE Ibis submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body will resiew the information at the pubec hearing to render a recommended on or a final decla on. 6 6 2 2 4 4 4 8 8 8 7.0 29.4 101.0 67.3% 4.4 2.0 0.0 6.4 7.0 29.4 101.0 67.3% 4.4 2.0 0.0 6.4 7.0 29.4 101.0 67.3% 4.4 2.0 0.0 6.4 7.0 29.4 101.0 67.3% 4.4 2.0 0.0 6.4 7.0 30.0 49.0 32.7% 4.0 2.0 0.0 6.0 7.0 30.0 49.0 32.7% 4.0 2.0 0.0 6.0 7.0 30.0 49.0 32.7% 4.0 2.0 0.0 6.0 7.0 30.0 49.0 32.7% 4.0 2.0 0.0 6.0 7.0 30.0 49.0 32.7% 4.0 2.0 0.0 6.0 7.0 30.0 49.0 32.7% 4.0 2.0 0.0 6.0 C-Max C-Max C-Max C-Max None None None None None None 44, RiVIEW CO' PZ-21-10809 12/16/21 Cycle Length: 150 Actuated Cycle Length: 150 Offset: 68 (45%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 60 Control Type: Actuated -Coordinated Splits and Phases: 10: NW 2nd Avenue & NW 54th Street 0? 411- 02 (R) 101s 49 3 3 (P.)T i01s N. s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn PURLic HCM 6th Signalized Intersection Summary 10: NW 2nd Avenue & NW 54th Street 4 0 a A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations 19 4 19 4t.) r* Traffic Volume (veh/h) 154 769 73 116 687 106 51 351 163 5 Future Volume (veh/h) 154 769 73 116 687 106 51 351 163 56 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 159 793 75 120 708 109 53 362 168 58 255 82 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap,veh/h 454 2131 202 433 1998 307 198 487 404 121 487 403 Arrive On Green 0.87 0.87 0.87 0.87 0.87 0.87 0.26 0.26 0.26 0.26 0.26 0.26 Sat Flow, veh/h 663 3255 308 633 3051 469 1033 1856 1537 867 1856 1535 Grp Volume(v), veh/h 159 429 439 120 409 408 53 362 168 58 255 82 Grp Sat Flow(s),veh/h/In 663 1763 1800 633 1763 1758 1033 1856 1537 867 1856 1535 Q Serve(g_s), s 9.9 7.0 7.0 7.3 6.5 6.5 6.9 26.8 13.6 9.9 17.6 6.2 Cycle Q Clear(g_c), s 16.4 7.0 7.0 14.2 6.5 6.5 24.6 26.8 13.6 36.7 17.6 6.2 Prop In Lane 1.00 0.17 1.00 0.27 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 454 1154 1178 433 1154 1151 198 487 404 121 487 403 V/C Ratio(X) 0.35 0.37 0.37 0.28 0.35 0.35 0.27 0.74 0.42 0.48 0.52 0.20 Avail Cap(c_a), veh/h 454 1154 1178 433 1154 1151 223 532 441 142 532 440 HCM Platoon Ratio 1.33 1.33 1.33 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.68 0.68 0.68 0.55 0.55 0.55 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 5.3 3.8 3.8 5.2 3.8 3.8 57.8 50.7 45.8 67.5 47.3 43.1 Incr Delay (d2), s/veh 1.4 0.6 0.6 0.9 0.5 0.5 0.5 4.8 0.5 2.2 0.6 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 1.1 2.2 2.3 0.8 2.1 2.1 1.9 13.2 5.3 2.3 8.3 2.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 6.7 4.4 4.4 6.0 4.2 4.2 58.3 55.4 46.3 69.7 47.9 43.3 LnGrp LOS A A A A A A E E D E D D Approach Vol, veh/h 1027 937 583 395 Approach Delay, s/veh 4.8 4.5 53.1 50.2 Approach LOS A A D D NOTICE This submittal needs to be schebu led bra public hearing In aaord ana with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decia on. Timer - Assigned Phs 2 4 6 8 PZ-21-10809 12/16/21 sN R V! Ew ���� Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s Intersection Summary 104.6 45.4 104.6 45.4 6.4 6.0 6.4 6.0 94.6 43.0 94.6 43.0 16.2 28.8 18.4 38.7 2.6 2.1 2.8 0.7 HCM 6th Ctrl Delay 20.3 HCM 6th LOS C K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn 4 PURL/ Lanes, Volumes, Timings 11: North Miami Avenue & NW 54th Street/NE 54th Street G 0 T Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations 19 19 19 19 Traffic Volume (vph) 339 603 182 647 105 868 109 385 Future Volume (vph) 339 603 182 647 105 868 109 385 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 3 8 7 4 1 6 5 2 Permitted Phases 8 4 6 2 Detector Phase 3 8 7 4 1 6 5 2 Switch Phase Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 7.0 5.0 7.0 Minimum Split (s) 11.4 32.4 11.4 32.4 11.4 33.4 11.4 33.4 Total Split (s) 18.0 57.0 18.0 57.0 18.0 57.0 18.0 57.0 Total Split (%) 12.0% 38.0% 12.0% 38.0% 12.0% 38.0% 12.0% 38.0% Yellow Time (s) 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.4 6.4 6.4 6.4 6.4 6.4 6.4 6.4 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None C-Max None C-Max Intersection Summary NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appll®de decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 sN EW cO�Qv Cycle Length: 150 Actuated Cycle Length: 150 Offset: 40 (27%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 100 Control Type: Actuated -Coordinated Splits and Phases: 11: North Miami Avenue & NW 54th Street/NE 54th Street l 01 1r 02. (R) 03 04 18s 57s if 18s 57s a*1 1'111.05 106 (R) 7438 18 57 11(0 18s 57s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn 4 PUBLic HCM 6th Signalized Intersection Summary 11: North Miami Avenue & NW 54th Street/NE 54th Street G 0 a c Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations 19 19 19 Traffic Volume (veh/h) 339 603 44 182 647 134 105 868 150 1 Future Volume (veh/h) 339 603 44 182 647 134 105 868 150 109 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.97 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 346 615 45 186 660 137 107 886 153 111 393 133 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap,veh/h 211 860 63 254 748 155 451 1338 231 266 1159 387 Arrive On Green 0.08 0.26 0.26 0.08 0.26 0.26 0.06 0.59 0.59 0.06 0.59 0.59 Sat Flow, veh/h 1767 3324 243 1767 2891 599 1767 3006 519 1767 2594 867 Grp Volume(v), veh/h 346 326 334 186 402 395 107 520 519 111 265 261 Grp Sat Flow(s),veh/h/In 1767 1763 1804 1767 1763 1727 1767 1763 1762 1767 1763 1699 Q Serve(g_s), s 11.6 25.2 25.3 11.6 32.9 33.0 4.9 29.7 29.7 5.1 11.5 11.7 Cycle Q Clear(g_c), s 11.6 25.2 25.3 11.6 32.9 33.0 4.9 29.7 29.7 5.1 11.5 11.7 Prop In Lane 1.00 0.13 1.00 0.35 1.00 0.29 1.00 0.51 Lane Grp Cap(c), veh/h 211 456 467 254 456 447 451 785 785 266 787 759 V/C Ratio(X) 1.64 0.71 0.72 0.73 0.88 0.88 0.24 0.66 0.66 0.42 0.34 0.34 Avail Cap(c_a), veh/h 211 595 609 254 595 583 505 785 785 318 787 759 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 0.92 0.92 0.92 0.60 0.60 0.60 0.85 0.85 0.85 1.00 1.00 1.00 Uniform Delay (d), s/veh 45.7 50.5 50.6 40.0 53.4 53.4 20.8 23.0 23.0 23.8 19.2 19.2 Incr Delay (d2), s/veh 306.3 2.1 2.1 5.6 7.1 7.4 0.1 3.7 3.7 0.4 1.2 1.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 20.5 11.5 11.8 5.5 15.5 15.2 2.1 12.0 12.0 2.1 4.7 4.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 352.0 52.7 52.7 45.6 60.5 60.8 20.9 26.7 26.7 24.2 20.3 20.5 LnGrp LOS F D D D E ECCCCCC Approach Vol, veh/h 1006 983 1146 637 Approach Delay, s/veh 155.6 57.8 26.2 21.1 Approach LOS F E C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 NOTICE This submittal needs to be schebu led bra public hearing In aaord ana with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decia on. 0 PZ-21-10809 12/16/21 ARV! E co' 0 1.00 1.00 Phs Duration (G+Y+Rc), s 13.4 73.4 18.0 45.2 13.6 73.2 18.0 45.2 Change Period (Y+Rc), s 6.4 6.4 6.4 6.4 6.4 6.4 6.4 6.4 Max Green Setting (Gmax), s 11.6 50.6 11.6 50.6 11.6 50.6 11.6 50.6 Max Q Clear Time (g_c+I1), s 6.9 13.7 13.6 35.0 7.1 31.7 13.6 27.3 Green Ext Time (p_c), s 0.0 1.2 0.0 3.9 0.0 2.5 0.0 3.4 Intersection Summary HCM 6th Ctrl Delay HCM 6th LOS 68.1 E K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn 4 PURL/ Lanes, Volumes, Timings 12: NE 2nd Avenue & NE 54th Street G 0 T Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations 19 19 1 1 Traffic Volume (vph) 103 626 73 657 131 619 125 603 Future Volume (vph) 103 626 73 657 131 619 125 603 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 8 4 6 2 Permitted Phases 8 4 6 2 Detector Phase 8 8 4 4 6 6 2 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 29.0 29.0 29.0 29.0 31.0 31.0 31.0 31.0 Total Split (s) 45.0 45.0 45.0 45.0 75.0 75.0 75.0 75.0 Total Split (%) 37.5% 37.5% 37.5% 37.5% 62.5% 62.5% 62.5% 62.5% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead -Lag Optimize? Recall Mode None None None None C-Max C-Max C-Max C-Max Intersection Summary NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 sN SEW cO�Qv Cycle Length: 120 Actuated Cycle Length: 120 Offset: 104 (87%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 70 Control Type: Actuated -Coordinated Splits and Phases: 12: NE 2nd Avenue & NE 54th Street IF 2(R) 1- 04 75s 45s } 06 {ROju 75s RA45s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn HCM 6th Signalized Intersection Summary 12: NE 2nd Avenue & NE 54th Street A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations 19 4 i 19 4 i "ri Traffic Volume (veh/h) 103 626 86 73 657 169 131 619 93 12 Future Volume (veh/h) 103 626 86 73 657 169 131 619 93 125 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.96 1.00 0.98 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 105 639 88 74 670 172 134 632 95 128 615 126 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap,veh/h 117 1006 138 167 894 229 316 904 136 328 856 175 Arrive On Green 0.32 0.32 0.32 0.11 0.11 0.11 0.76 0.76 0.76 0.76 0.76 0.76 Sat Flow, veh/h 648 3096 426 721 2749 705 712 1572 236 722 1489 305 Grp Volume(v), veh/h 105 363 364 74 429 413 134 0 727 128 0 741 Grp Sat Flow(s),veh/h/In 648 1763 1758 721 1763 1692 712 0 1808 722 0 1794 Q Serve(g_s), s 10.6 21.0 21.1 12.1 28.4 28.4 15.7 0.0 24.4 14.1 0.0 25.9 Cycle Q Clear(g_c), s 39.0 21.0 21.1 33.2 28.4 28.4 41.6 0.0 24.4 38.5 0.0 25.9 Prop In Lane 1.00 0.24 1.00 0.42 1.00 0.13 1.00 0.17 Lane Grp Cap(c), veh/h 117 573 571 167 573 550 316 0 1039 328 0 1032 V/C Ratio(X) 0.90 0.63 0.64 0.44 0.75 0.75 0.42 0.00 0.70 0.39 0.00 0.72 Avail Cap(c_a), veh/h 117 573 571 167 573 550 316 0 1039 328 0 1032 HCM Platoon Ratio 1.00 1.00 1.00 0.33 0.33 0.33 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 0.70 0.70 0.70 1.00 1.00 1.00 0.24 0.00 0.24 1.00 0.00 1.00 Uniform Delay (d), s/veh 57.1 34.4 34.5 61.4 48.8 48.8 19.9 0.0 8.9 18.6 0.0 9.0 Incr Delay (d2), s/veh 40.9 1.5 1.5 1.4 5.2 5.5 1.0 0.0 1.0 3.5 0.0 4.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 4.5 9.2 9.2 2.4 14.3 13.8 2.5 0.0 6.5 2.5 0.0 7.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 98.0 35.9 36.0 62.7 54.0 54.3 20.9 0.0 9.8 22.1 0.0 13.3 LnGrp LOS F D D E D DC A A C A B Approach Vol, veh/h 832 916 861 869 Approach Delay, s/veh 43.8 54.9 11.6 14.6 Approach LOS D D B B This submittal needs to be schebu led bra public hearing In accordance with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratl on or a final decia on. Timer - Assigned Phs 2 4 6 8 PZ-21-10809 12/16/21 0 0.98 1.00 Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s Intersection Summary 75.0 45.0 75.0 45.0 6.0 6.0 6.0 6.0 69.0 39.0 69.0 39.0 40.5 35.2 43.6 41.0 2.5 1.8 2.4 0.0 HCM 6th Ctrl Delay 31.4 HCM 6th LOS C K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn 4 PURL/ Lanes, Volumes, Timings 13: NE 3rd Avenue & NE 54th Street G 0 t Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT Lane Configurations 44 r* 19 1 Traffic Volume (vph) 57 564 204 298 632 218 3 14 3 Future Volume (vph) 57 564 204 298 632 218 3 14 3 Turn Type Perm NA Perm Prot NA pm+pt NA Perm NA Protected Phases 2 1 6 3 8 4 Permitted Phases 2 2 8 4 Detector Phase 2 2 2 1 6 3 8 4 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 24.0 24.0 24.0 11.0 24.0 11.0 24.0 24.0 24.0 Total Split (s) 45.0 45.0 45.0 36.0 81.0 15.0 39.0 24.0 24.0 Total Split (%) 37.5% 37.5% 37.5% 30.0% 67.5% 12.5% 32.5% 20.0% 20.0% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lag Lag Lag Lead Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Recall Mode C-Max C-Max C-Max None C-Max None None None None Intersection Summary NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 sN SEW cO�Qv Cycle Length: 120 Actuated Cycle Length: 120 Offset: 82 (68%), Referenced to phase 2:EBTL and 6:WBT, Start of Yellow Natural Cycle: 90 Control Type: Actuated -Coordinated Splits and Phases: 13: NE 3rd Avenue & NE 54th Street 11 31 1 03 • n1 2. (R) 36s 45s 111 15s C-s tOU 06 (R) 81s ,39c K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn 4 PUB1. ic HCM 6th Signalized Intersection Summary 13: NE 3rd Avenue & NE 54th Street G 0 a Movement EBL Lane Configurations Traffic Volume (veh/h) 57 Future Volume (veh/h) 57 Initial Q (Qb), veh 0 Ped-Bike Adj(A_pbT) 1.00 Parking Bus, Adj 1.00 Work Zone On Approach Adj Sat Flow, veh/h/In 1856 Adj Flow Rate, veh/h 60 Peak Hour Factor 0.95 Percent Heavy veh, % 3 Cap, veh/h 138 Arrive On Green 0.60 Sat Flow, veh/h 229 Grp Volume(v), veh/h 320 Grp Sat Flow(s),veh/h/In 1519 Q Serve(g_s), s 3.0 Cycle Q Clear(g_c), s 11.7 Prop In Lane 0.19 Lane Grp Cap(c), veh/h 717 V/C Ratio(X) 0.45 Avail Cap(c_a), veh/h 717 HCM Platoon Ratio 1.33 Upstream Filter(I) 1.00 Uniform Delay (d), s/veh 15.5 Incr Delay (d2), s/veh 2.0 Initial Q Delay(d3),s/veh 0.0 %ile BackOfQ(50%),veh/In 4.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 17.5 LnGrp LOS B Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs 1 Phs Duration (G+Y+Rc), s 29.3 Change Period (Y+Rc), s 6.0 Max Green Setting (Gmax), s 30.0 Max Q Clear Time (g_c+I1), s 22.7 Green Ext Time (p_c), s 0.6 Intersection Summary 4- EBT EBR WBL WBT WBR NBL NBT NBR r* 19 144 "r4 564 204 298 632 17 218 3 254 1 564 204 298 632 17 218 3 254 14 0 0 0 0 0 0 0 0 0 0.97 1.00 0.97 0.99 0.99 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 No No No 1856 1856 1856 1856 1856 1856 1856 1856 1856 594 215 314 665 18 229 3 267 15 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 3 3 3 3 3 3 3 3 3 1299 688 343 2428 66 301 4 320 51 0.60 0.60 0.26 0.92 0.92 0.08 0.21 0.21 0.08 2894 1533 1767 3503 95 1767 17 1544 171 334 215 314 334 349 229 0 270 62 1604 1533 1767 1763 1835 1767 0 1562 1306 13.9 8.3 20.7 2.4 2.4 9.0 0.0 19.9 0.9 13.9 8.3 20.7 2.4 2.4 9.0 0.0 19.9 5.8 1.00 1.00 0.05 1.00 0.99 0.24 720 688 343 1222 1272 301 0 323 144 0.46 0.31 0.92 0.27 0.27 0.76 0.00 0.84 0.43 720 688 442 1222 1272 301 0 429 240 1.33 1.33 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 16.1 15.0 43.6 1.5 1.5 48.0 0.0 45.6 52.8 2.1 1.2 20.3 0.6 0.5 10.8 0.0 10.4 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.9 2.9 10.5 0.8 0.9 3.2 0.0 8.6 1.9 NOTICE This submittal needs to be schebu led bra public hearing In aaord ana with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decia on. 18.3 16.2 63.8 B B E 869 17.5 B 2 59.9 6.0 39.0 15.9 5.3 3 15.0 6.0 9.0 11.0 0.0 4 15.8 6.0 18.0 7.8 0.2 2.1 A 997 21.5 2.1 58.8 A E 6 89.2 6.0 75.0 4.4 4.9 PZ-21-10809 12/16/2 No 1856 3 0.95 3 17 0.08 208 0 0 0.0 0.0 0 0.00 0 1.00 0.00 0.0 0.0 0.0 0.0 0 0.98 1.00 1856 44 0.95 3 76 0.08 927 0 0 0.0 0.0 0.71 0 0.00 0 1.00 0.00 0.0 0.0 0.0 0.0 0.0 56.0 54.8 0.0 0.0 A E D A A 499 62 57.3 54.8 E D O 8 30.8 6.0 33.0 21.9 1.3 HCM 6th Ctrl Delay HCM 6th LOS 28.3 C K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn 4 P U Lanes, Volumes, Timings 14: Federal Highway & NE 54th Street G 0 a 4- t Lane Group EBL EBT WBL WBT NBL NBT NBR SBL SBT Lane Configurations 4144 4T4 19 + r* 19 "ri Traffic Volume (vph) 164 492 52 565 255 384 152 47 254 Future Volume (vph) 164 492 52 565 255 384 152 47 254 Turn Type Perm NA pm+pt NA pm+pt NA pm+ov Perm NA Protected Phases 6 5 2 7 4 5 8 Permitted Phases 6 2 4 4 8 Detector Phase 6 6 5 2 7 4 5 8 8 Switch Phase Minimum Initial (s) 7.0 7.0 5.0 7.0 5.0 7.0 5.0 7.0 7.0 Minimum Split (s) 28.0 28.0 11.0 28.0 11.0 32.0 11.0 32.0 32.0 Total Split (s) 49.0 49.0 34.0 83.0 19.0 47.0 34.0 28.0 28.0 Total Split (%) 37.7% 37.7% 26.2% 63.8% 14.6% 36.2% 26.2% 21.5% 21.5% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 3.0 2.0 3.0 3.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 7.0 6.0 7.0 7.0 Lead/Lag Lag Lag Lead Lead Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Recall Mode C-Max C-Max None C-Max None None None None None Intersection Summary NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 sN 1 SEW cO�Qv Cycle Length: 130 Actuated Cycle Length: 130 Offset: 43 (33%), Referenced to phase 2:WBTL and 6:EBTL, Start of Yellow Natural Cycle: 85 Control Type: Actuated -Coordinated Splits and Phases: 14: Federal Highway & NE 54th Street 02 (R) 83s 47s f 05 1 _? I 7 08 6 (R) 34 s 49 s 19 s t3 s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn HCM Signalized Intersection Capacity Analysis 14: Federal Highway & NE 54th Street t P Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations 4 i 19 + r* Traffic Volume (vph) 164 492 197 52 565 76 255 384 152 4 Future Volume (vph) 164 492 197 52 565 76 255 384 152 47 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.0 7.0 6.0 7.0 7.0 Lane Util. Factor 0.91 0.95 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 0.99 1.00 1.00 1.00 0.99 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.97 0.98 1.00 1.00 0.85 1.00 0.95 Flt Protected 0.99 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 4821 3453 1770 1863 1560 1767 1753 Flt Permitted 0.71 0.78 0.15 1.00 1.00 0.51 1.00 Satd. Flow (perm) 3440 2704 276 1863 1560 950 1753 Peak -hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 174 523 210 55 601 81 271 409 162 50 270 145 RTOR Reduction (vph) 0 31 0 0 7 0 0 0 86 0 15 0 Lane Group Flow (vph) 0 876 0 0 730 0 271 409 76 50 400 0 Confl. Peds. (#/hr) 5 4 4 5 5 2 2 5 Confl. Bikes (#/hr) 1 6 2 This submittal needs to be schebu led bra public hearing In accordance with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratl on or a final decla on. PZ-21-10809 12/16/21 1900 Turn Type Perm NA pm+pt NA pm+pt NA pm+ov Perm NA Protected Phases 6 5 2 7 4 5 8 Permitted Phases 6 2 4 4 8 Actuated Green, G (s) 66.0 77.0 40.0 40.0 45.0 21.0 21.0 Effective Green, g (s) 66.0 77.0 40.0 40.0 45.0 21.0 21.0 Actuated g/C Ratio 0.51 0.59 0.31 0.31 0.35 0.16 0.16 Clearance Time (s) 6.0 6.0 6.0 7.0 6.0 7.0 7.0 Vehicle Extension (s) 1.0 1.0 2.0 2.5 2.0 2.5 2.5 Lane Grp Cap (vph) 1746 1630 234 573 540 153 283 v/s Ratio Prot c0.02 c0.12 0.22 0.01 c0.23 v/s Ratio Perm c0.25 0.25 0.24 0.04 0.05 v/c Ratio 0.50 0.45 1.16 0.71 0.14 0.33 1.41 Uniform Delay, d1 21.1 14.7 39.2 39.9 29.2 48.2 54.5 Progression Factor 1.00 1.92 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.0 0.0 108.2 3.9 0.0 0.9 205.6 Delay (s) 22.2 28.2 147.4 43.8 29.3 49.2 260.1 Level of Service C C F D C D F Approach Delay (s) 22.2 28.2 74.4 237.4 Approach LOS C C E F Intersection Summary HCM 2000 Control Delay 72.5 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.78 Actuated Cycle Length (s) 130.0 Sum of lost time (s) 25.0 Intersection Capacity Utilization 94.7% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn 4 P U Lanes, Volumes, Timings 15: Biscayne Boulevard & NE 54th Street G 0 t Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations 19 r* r* Traffic Volume (vph) 412 265 416 1460 1046 274 Future Volume (vph) 412 265 416 1460 1046 274 Turn Type Prot pm+ov pm+pt NA NA Perm Protected Phases 8 1 1 6 2 Permitted Phases 8 6 2 Detector Phase 8 1 1 6 2 2 Switch Phase Minimum Initial (s) 7.0 5.0 5.0 7.0 7.0 7.0 Minimum Split (s) 34.4 11.0 11.0 29.0 29.0 29.0 Total Split (s) 33.0 21.0 21.0 97.0 76.0 76.0 Total Split (%) 25.4% 16.2% 16.2% 74.6% 58.5% 58.5% Yellow Time (s) 4.4 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 3.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.4 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode None None None C-Max C-Max C-Max Intersection Summary NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 sN 1 SEW cO�Qv Cycle Length: 130 Actuated Cycle Length: 130 Offset: 57 (44%), Referenced to phase 2:SBT and 6:NBTL, Start of Green Natural Cycle: 90 Control Type: Actuated -Coordinated Splits and Phases: 15: Biscayne Boulevard & NE 54th Street ti 01 T 02(R) 08 21s} 76s 1 06 (R) V 97s 33 s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn PURL/ HCM 6th Signalized Intersection Summary 15: Biscayne Boulevard & NE 54th Street 4 0 t Movement EBL EBR NBL NBT SBT SBR Lane Configurations vivi r* vi ++ ++ r* Traffic Volume (veh/h) 412 265 416 1460 1046 274 Future Volume (veh/h) 412 265 416 1460 1046 274 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.96 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/In 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 434 279 438 1537 1101 288 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 3 3 3 3 3 3 Cap,veh/h 600 457 399 2545 1975 850 Arrive On Green 0.18 0.18 0.23 1.00 0.56 0.56 Sat Flow, veh/h 3428 1572 1767 3618 3618 1516 NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 sN SEW cO�Qv Grp Volume(v), veh/h 434 279 438 1537 1101 288 Grp Sat Flow(s),veh/h/In 1714 1572 1767 1763 1763 1516 Q Serve(g_s), s 15.5 19.9 15.0 0.0 26.0 13.4 Cycle Q Clear(g_c), s 15.5 19.9 15.0 0.0 26.0 13.4 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 600 457 399 2545 1975 850 V/C Ratio(X) 0.72 0.61 1.10 0.60 0.56 0.34 Avail Cap(c_a), veh/h 675 491 399 2545 1975 850 HCM Platoon Ratio 1.00 1.00 2.00 2.00 1.00 1.00 Upstream Filter(I) 0.88 0.88 0.72 0.72 1.00 1.00 Uniform Delay (d), s/veh 50.6 39.8 18.5 0.0 18.3 15.5 Incr Delay (d2), s/veh 2.7 1.5 68.1 0.8 1.1 1.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 6.9 7.9 13.8 0.3 10.7 4.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 53.3 41.3 86.7 0.8 19.4 16.6 LnGrp LOS D D F A B B Approach Vol, veh/h 713 1975 1389 Approach Delay, s/veh 48.6 19.8 18.8 Approach LOS D B B Timer - Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 21.0 78.8 99.8 30.2 Change Period (Y+Rc), s 6.0 6.0 6.0 7.4 Max Green Setting (Gmax), s 15.0 70.0 91.0 25.6 Max Q Clear Time (g_c+I1), s 17.0 28.0 2.0 21.9 Green Ext Time (p_c), s 0.0 3.6 5.8 0.9 Intersection Summary HCM 6th Ctrl Delay 24.5 HCM 6th LOS C Notes User approved pedestrian interval to be less than phase max green. K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn 4 P U Lanes, Volumes, Timings 16: NE 2nd Avenue & NE 51st Street G 0 4- Lane Group EBL EBT WBL WBT NBL NBT SBL SBT SBR Lane Configurations r* Traffic Volume (vph) 57 30 184 30 13 695 110 678 20 Future Volume (vph) 57 30 184 30 13 695 110 678 20 Turn Type Prot NA Prot NA pm+pt NA pm+pt NA Perm Protected Phases 3 8 7 4 1 6 5 2 Permitted Phases 6 2 2 Detector Phase 3 8 7 4 1 6 5 2 2 Switch Phase Minimum Initial (s) 7.0 5.0 5.0 5.0 5.0 14.0 5.0 14.0 14.0 Minimum Split (s) 25.0 24.0 11.0 24.0 11.0 33.0 11.0 33.0 33.0 Total Split (s) 25.0 26.0 23.0 24.0 11.0 60.0 11.0 60.0 60.0 Total Split (%) 20.8% 21.7% 19.2% 20.0% 9.2% 50.0% 9.2% 50.0% 50.0% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None C-Max None C-Max C-Max Intersection Summary NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 sN 1 SEW cO�Qv Cycle Length: 120 Actuated Cycle Length: 120 Offset: 85 (71%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 135 Control Type: Actuated -Coordinated Splits and Phases: 16: NE 2nd Avenue & NE 51st Street #\i 1 2 (R) 03 04 11s 60s ,25s 24s 05 At06 CR) 07 8 11s 60s 23s 26s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn PUBL ic HCM 6th Signalized Intersection Summary 16: NE 2nd Avenue & NE 51st Street 4 0 a c Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR Lane Configurations 19 "ri 1 "ri 19 "ri Traffic Volume (veh/h) 57 30 24 184 30 121 13 695 198 11 Future Volume (veh/h) 57 30 24 184 30 121 13 695 198 110 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.99 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 60 32 25 194 32 127 14 732 208 116 714 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 104 58 45 221 41 163 422 803 228 234 1074 Arrive On Green 0.06 0.06 0.06 0.12 0.13 0.13 0.06 0.76 0.76 0.06 0.76 0.00 Sat Flow, veh/h 1781 961 751 1781 326 1293 1781 1399 398 1781 1870 1585 Grp Volume(v), veh/h 60 0 57 194 0 159 14 0 940 116 714 0 Grp Sat Flow(s),veh/h/In 1781 0 1712 1781 0 1619 1781 0 1797 1781 1870 1585 Q Serve(g_s), s 3.9 0.0 3.9 12.8 0.0 11.4 0.4 0.0 48.8 3.2 22.0 0.0 Cycle Q Clear(g_c), s 3.9 0.0 3.9 12.8 0.0 11.4 0.4 0.0 48.8 3.2 22.0 0.0 Prop In Lane 1.00 0.44 1.00 0.80 1.00 0.22 1.00 1.00 Lane Grp Cap(c), veh/h 104 0 103 221 0 204 422 0 1031 234 1074 V/C Ratio(X) 0.58 0.00 0.55 0.88 0.00 0.78 0.03 0.00 0.91 0.50 0.66 Avail Cap(c_a), veh/h 282 0 285 252 0 243 422 0 1031 234 1074 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 0.65 0.65 0.00 Uniform Delay (d), s/veh 55.1 0.0 54.8 51.6 0.0 50.8 10.8 0.0 11.8 21.5 8.6 0.0 Incr Delay (d2), s/veh 3.7 0.0 4.6 23.4 0.0 12.7 0.0 0.0 13.4 1.1 2.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 1.9 0.0 1.8 7.2 0.0 5.3 0.1 0.0 16.4 1.6 6.5 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 58.8 0.0 59.4 75.0 0.0 63.5 10.8 0.0 25.2 22.5 10.8 0.0 LnGrp LOS E A E E A E B A CCB Approach Vol, veh/h 117 353 954 830 A Approach Delay, s/veh 59.1 69.9 25.0 12.4 Approach LOS E E C B Timer - Assigned Phs 1 2 3 4 5 6 7 8 NOTICE This submittal needs to be schebu led bra public hearing In aaord ana with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decia on. PZ-21-10809 12/16/21 R�V1 E 0 1.00 1.00 Phs Duration (G+Y+Rc), s 11.0 74.9 13.0 21.1 11.0 74.9 20.9 13.2 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 5.0 54.0 19.0 18.0 5.0 54.0 17.0 20.0 Max Q Clear Time (g_c+I1), s 2.4 24.0 5.9 13.4 5.2 50.8 14.8 5.9 Green Ext Time (p_c), s 0.0 1.8 0.1 0.3 0.0 1.1 0.1 0.2 Intersection Summary HCM 6th Ctrl Delay 29.2 HCM 6th LOS C Notes Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay. K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn 4 P U Lanes, Volumes, Timings 17: Biscayne Boulevard & NE 50th Terrace G 0 t Lane Group WBL NBT SBL SBT Lane Configurations t Traffic Volume (vph) 63 1701 27 1407 Future Volume (vph) 63 1701 27 1407 Turn Type Perm NA Perm NA Protected Phases 6 2 Permitted Phases 4 2 Detector Phase 4 6 2 2 Switch Phase Minimum Initial (s) 7.0 14.0 14.0 14.0 Minimum Split (s) 35.0 20.0 20.0 20.0 Total Split (s) 31.0 99.0 99.0 99.0 Total Split (%) 23.8% 76.2% 76.2% 76.2% Yellow Time (s) 4.0 4.0 4.0 4.0 All -Red Time (s) 3.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 6.0 6.0 6.0 Lead/Lag Lead -Lag Optimize? Recall Mode None C-Max C-Max C-Max Intersection Summary NOTICE This submittal needs b be scheduled for a puboc hearing In accordance wM1h timelines set forth in the City of Miami Code. The applica de decision -making body NOR rolew the information at the punt hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 sN 1 SEW cO�Qv Cycle Length: 130 Actuated Cycle Length: 130 Offset: 27 (21%), Referenced to phase 2:SBTL and 6:NBT, Start of Green Natural Cycle: 90 Control Type: Actuated -Coordinated Splits and Phases: 17: Biscayne Boulevard & NE 50th Terrace ! T oz CR) 04 99s 31s } R 106 (R) 99 s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn P U HCM Signalized Intersection Capacity Analysis 17: Biscayne Boulevard & NE 50th Terrace 4 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations V t ++ Traffic Volume (vph) 63 21 1701 67 27 1407 Future Volume (vph) 63 21 1701 67 27 1407 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time (s) 7.0 6.0 6.0 6.0 Lane Util. Factor 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 Frt 0.97 0.99 1.00 1.00 Flt Protected 0.96 1.00 0.95 1.00 Satd. Flow (prot) 1724 3516 1769 3539 Flt Permitted 0.96 1.00 0.10 1.00 Satd. Flow (perm) 1724 3516 181 3539 NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 sN 1 SEW cO�Qv Peak -hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 66 22 1772 70 28 1466 RTOR Reduction (vph) 10 0 1 0 0 0 Lane Group Flow (vph) 78 0 1841 0 28 1466 Confl. Peds. (#/hr) 3 1 2 2 Confl. Bikes (#/hr) 5 Turn Type Perm NA Perm NA Protected Phases 6 2 Permitted Phases 4 2 Actuated Green, G (s) 10.9 106.1 106.1 106.1 Effective Green, g (s) 10.9 106.1 106.1 106.1 Actuated g/C Ratio 0.08 0.82 0.82 0.82 Clearance Time (s) 7.0 6.0 6.0 6.0 Vehicle Extension (s) 2.5 1.0 1.0 1.0 Lane Grp Cap (vph) 144 2869 147 2888 v/s Ratio Prot c0.52 0.41 v/s Ratio Perm c0.05 0.16 v/c Ratio 0.54 0.64 0.19 0.51 Uniform Delay, d1 57.1 4.6 2.6 3.8 Progression Factor 1.00 1.00 1.07 0.92 Incremental Delay, d2 3.3 1.1 2.5 0.6 Delay (s) 60.4 5.7 5.2 4.0 Level of Service E A A A Approach Delay (s) 60.4 5.7 4.0 Approach LOS E A A Intersection Summary HCM 2000 Control Delay 6.4 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.63 Actuated Cycle Length (s) 130.0 Sum of lost time (s) 13.0 Intersection Capacity Utilization 66.4% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn 4 PURL/ Lanes, Volumes, Timings 18: North Miami Avenue & NW 46th Street/NE 46th Street G 0 T Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations 19 Traffic Volume (vph) 47 54 44 49 28 1074 2 573 Future Volume (vph) 47 54 44 49 28 1074 2 573 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 8 4 6 2 Permitted Phases 8 4 6 2 Detector Phase 8 8 4 4 6 6 2 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 29.3 29.3 29.3 29.3 23.4 23.4 23.4 23.4 Total Split (s) 26.0 26.0 26.0 26.0 49.0 49.0 49.0 49.0 Total Split (%) 34.7% 34.7% 34.7% 34.7% 65.3% 65.3% 65.3% 65.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.4 4.4 4.4 4.4 All -Red Time (s) 2.3 2.3 2.3 2.3 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.3 6.3 6.4 6.4 6.4 6.4 Lead/Lag Lead -Lag Optimize? Recall Mode None None None None C-Max C-Max C-Max C-Max Intersection Summary NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appll®de decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 sN SEW cO�Qv Cycle Length: 75 Actuated Cycle Length: 75 Offset: 40 (53%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 60 Control Type: Actuated -Coordinated Splits and Phases: 18: North Miami Avenue & NW 46th Street/NE 46th Street �32 (Rf ■ 1- 04 ��} 49s I 26s 06 (R .;. 49s '7 26s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn 4 PUBL ic HCM 6th Signalized Intersection Summary 18: North Miami Avenue & NW 46th Street/NE 46th Street G 0 a Movement EBL Lane Configurations Traffic Volume (veh/h) 47 Future Volume (veh/h) 47 Initial Q (Qb), veh 0 Ped-Bike Adj(A_pbT) 1.00 Parking Bus, Adj 1.00 Work Zone On Approach Adj Sat Flow, veh/h/In 1856 Adj Flow Rate, veh/h 50 Peak Hour Factor 0.94 Percent Heavy Veh, % 3 Cap, veh/h 117 Arrive On Green 0.12 Sat Flow, veh/h 433 Grp Volume(v), veh/h 152 Grp Sat Flow(s),veh/h/In 1666 Q Serve(g_s), s 2.4 Cycle Q Clear(g_c), s 6.4 Prop In Lane 0.33 Lane Grp Cap(c), veh/h 270 V/C Ratio(X) 0.56 Avail Cap(c_a), veh/h 488 HCM Platoon Ratio 1.00 Upstream Filter(I) 1.00 Uniform Delay (d), s/veh 31.5 Incr Delay (d2), s/veh 1.4 Initial Q Delay(d3),s/veh 0.0 %ile BackOfQ(50%),veh/In 2.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 32.9 LnGrp LOS C Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s Intersection Summary 4- EBT EBR WBL WBT WBR 54 42 44 49 4 54 42 44 49 4 0 0 0 0 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 No No 1856 1856 1856 1856 1856 57 45 47 52 4 0.94 0.94 0.94 0.94 0.94 3 3 3 3 3 92 61 143 127 8 0.12 0.12 0.12 0.12 0.12 739 493 589 1028 65 0 0 103 0 0 0 0 1683 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.0 0.0 0.0 0.30 0.46 0.04 0 0 278 0 0 0.00 0.00 0.37 0.00 0.00 0 0 491 0 0 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.0 0.0 30.5 0.0 0.0 0.0 0.0 0.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.7 0.0 0.0 0.0 0.0 31.1 A A C 152 32.9 C 2 59.4 6.4 42.6 13.5 1.5 4 15.6 * 6.3 * 20 6.0 0.3 NBL NBT NBR 1 28 1074 62 28 1074 62 NOTICE This submittal needs to be schebu led bra public hearing In aaord ana with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decia on. PZ-21-10809 12/16/2 1 coos 0 0 0 0 0 0 1.00 1.00 1.00 0.97 1.00 1.00 1.00 1.00 1.00 1.00 No No 1856 1856 1856 1856 1856 1856 30 1143 66 2 610 45 0.94 0.94 0.94 0.94 0.94 0.94 3 3 3 3 3 3 526 2394 138 352 2348 173 0.71 0.71 0.71 0.23 0.23 0.23 771 3387 195 458 3322 245 30 595 614 2 323 332 771 1763 1819 458 1763 1804 1.3 11.2 11.2 0.3 11.2 11.3 12.6 11.2 11.2 11.5 11.2 11.3 1.00 0.11 1.00 0.14 526 1246 1286 352 1246 1275 0.06 0.48 0.48 0.01 0.26 0.26 526 1246 1286 352 1246 1275 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 0.87 0.87 0.87 7.7 4.9 4.9 17.4 12.7 12.7 0.2 1.3 1.3 0.0 0.4 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.2 3.3 3.4 0.0 5.3 5.5 0.0 0.0 7.9 6.2 6.1 17.4 13.2 13.2 A A A A A B B B 103 1239 657 31.1 6.2 13.2 C A B 6 59.4 6.4 42.6 14.6 3.2 8 15.6 * 6.3 * 20 8.4 0.5 HCM 6th Ctrl Delay HCM 6th LOS Notes 11.4 B User approved pedestrian interval to be less than phase max green. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn 4 P U Lanes, Volumes, Timings 19: NE 2nd Avenue & NE 39th Street G 0 a T Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Configurations 1 1 Traffic Volume (vph) 45 22 55 76 31 548 76 727 Future Volume (vph) 45 22 55 76 31 548 76 727 Turn Type Perm NA Perm NA pm+pt NA pm+pt NA Protected Phases 8 4 1 6 5 2 Permitted Phases 8 4 6 2 Detector Phase 8 8 4 4 1 6 5 2 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 5.0 7.0 5.0 7.0 Minimum Split (s) 31.0 31.0 31.0 31.0 11.0 26.0 11.0 26.0 Total Split (s) 51.0 51.0 51.0 51.0 23.0 106.0 23.0 106.0 Total Split (%) 28.3% 28.3% 28.3% 28.3% 12.8% 58.9% 12.8% 58.9% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None None C-Max None C-Max Intersection Summary NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 sN 1 SEW cO�Qv Cycle Length: 180 Actuated Cycle Length: 180 Offset: 59 (33%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 90 Control Type: Actuated -Coordinated Splits and Phases: 19: NE 2nd Avenue & NE 39th Street (P.);4 ) 41I- . 23s1 1106s 1 514 G S At06 (R) ' 23s ]106s51s K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn 4 PURLic HCM 6th Signalized Intersection Summary 19: NE 2nd Avenue & NE 39th Street G 0 a Movement Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Work Zone On Approach Adj Sat Flow, veh/h/In Adj Flow Rate, veh/h Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/In Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %ile BackOfQ(50%),veh/In Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh LnGrp LOS Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s Intersection Summary EBL EBT EBR WBL WBT WBR NBL NBT NBR 45 22 63 55 45 22 63 55 0 0 0 0 1.00 0.98 1.00 1.00 1.00 1.00 1.00 No 1856 1856 1856 1856 48 24 68 59 0.93 0.93 0.93 0.93 3 3 3 3 88 49 104 77 0.23 0.23 0.23 0.23 263 210 447 227 140 0 0 337 919 0 0 1522 0.0 0.0 0.0 15.2 24.1 0.0 0.0 39.3 0.34 0.49 0.18 242 0 0 380 0.58 0.00 0.00 0.89 264 0 0 404 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 60.7 0.0 0.0 67.8 3.1 0.0 0.0 20.2 0.0 0.0 0.0 0.0 6.0 0.0 0.0 17.5 63.8 0.0 0.0 88.0 E A A F 140 63.8 E 1 10.0 6.0 17.0 3.2 0.0 2 121.8 6.0 100.0 32.1 2.3 4 48.1 6.0 45.0 41.3 0.8 76 76 0 1.00 No 1856 82 0.93 3 96 0.23 410 0 0 0.0 0.0 0 0.00 0 1.00 0.00 0.0 0.0 0.0 0.0 182 182 0 0.98 1.00 1856 196 0.93 3 207 0.23 885 0 0 0.0 0.0 0.58 0 0.00 0 1.00 0.00 0.0 0.0 0.0 0.0 19 31 31 0 1.00 1.00 1856 33 0.93 3 390 0.03 1767 33 1767 1.2 1.2 1.00 390 0.08 518 1.33 1.00 12.9 0.0 0.0 0.5 0.0 0.0 13.0 A A B 337 88.0 F 5 10.9 6.0 17.0 4.9 0.1 6 121.0 6.0 100.0 19.4 1.6 548 548 0 1.00 No 1856 589 0.93 3 1087 0.85 1702 0 0 0.0 0.0 0 0.00 0 1.33 0.00 0.0 0.0 0.0 0.0 0.0 A 665 8.3 A 8 48.1 6.0 45.0 26.1 0.9 40 40 0 0.96 1.00 1856 43 0.93 3 79 0.85 124 632 1827 17.4 17.4 0.07 1167 0.54 1167 1.33 1.00 6.2 1.8 0.0 5.3 NOTICE This submittal needs to be schebu led bra public hearing In aaord ana with Idmellnes set forth in the City of Miami Code. The applies de decision -making body will review the Intormabon at the public hearing to render a recommentratlon or a final decia on. PZ-21-10809 12/16/21 •��R V1 EW CO11Q 0 0 0.96 1.00 1.00 No 1856 1856 1856 82 782 53 0.93 0.93 0.93 3 3 3 516 1102 75 0.04 0.86 0.86 1767 1712 116 82 0 835 1767 0 1828 2.9 0.0 30.1 2.9 0.0 30.1 1.00 0.06 516 0 1177 0.16 0.00 0.71 634 0 1177 1.33 1.33 1.33 1.00 0.00 1.00 11.4 0.0 6.8 0.1 0.0 3.6 0.0 0.0 0.0 1.2 0.0 8.3 7 76 0 1.00 1.00 8.0 11.4 A B 0.0 10.4 A B 917 10.5 B HCM 6th Ctrl Delay HCM 6th LOS 26.1 C K:1FTL_TPT01043752001-Sabal Palm Village\calcs\Synchro\Future Total.syn PURL/ HCM 6th TWSC 20: Service Vehicle Entrance & NE 54th Street 4 (.•' 0 Intersection Int Delay, s/veh 0 Movement EBT EBR WBL WBT NBL NBR Lane Configurationsi Traffic Vol, veh/h 802 6 0 891 0 0 Future Vol, veh/h 802 6 0 891 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 0 Veh in Median Storage, # 0 0 0 Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 3 3 3 3 3 3 Mvmt Flow 872 7 0 968 0 0 Major/Minor Majorl Major2 Minorl NOTICE This submittal needs to be scheduled fora puboc hearing In accortlancewhh timelines set forth in the City of Kam Code. The applira tie tlecision-mahing bodywlll relew the information at the public hearing to render a recommendation or a final tlecid on. PZ-21-10809 12/16/21 !EW GO�� Conflicting Flow All 0 0 - - 440 Stage 1 Stage 2 Critical Hdwy 5 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy - 3 Pot Cap-1 Maneuver 0 0 778 Stage 1 0 0 Stage 2 0 0 Platoon blocked, % Mov Cap-1 Maneuver - 778 Mov Cap-2 Maneuver Stage 1 Stage 2 Approach EB WB NB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) 0 HCM Lane LOS A HCM 95th %tile Q(veh) K:1FTL_TPT01043752001-Sabal Palm Villagelcalcs\Synchro\Future Total.syn PURL/ HCM 6th TWSC 21: East Driveway & NE 54th Street 4 (.•' 0 Intersection Int Delay, s/veh 0.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurationsi Traffic Vol, veh/h 775 49 0 952 0 84 Future Vol, veh/h 775 49 0 952 0 84 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 0 Veh in Median Storage, # 0 0 0 Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 3 3 3 3 3 3 Mvmt Flow 842 53 0 1035 0 91 Major/Minor Majorl Major2 Minorl NOTICE This submittal needs to be scheduled fora puboc hearing In accortlancewhh timelines set forth in the City of Kam Code. The applira tie tlecision-mahing bodywlll relew the information at the public hearing to render a recommendation or a final tlecid on. PZ-21-10809 12/16/21 !EW GO�� Conflicting Flow All 0 0 - - 448 Stage 1 Stage 2 Critical Hdwy 5 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy - 3 Pot Cap-1 Maneuver 0 0 772 Stage 1 0 0 Stage 2 0 0 Platoon blocked, % Mov Cap-1 Maneuver - 772 Mov Cap-2 Maneuver Stage 1 Stage 2 Approach EB WB NB HCM Control Delay, s 0 0 10.3 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h) 772 HCM Lane V/C Ratio 0.118 HCM Control Delay (s) 10.3 HCM Lane LOS B HCM 95th %tile Q(veh) 0.4 K:1FTL_TPT01043752001-Sabal Palm Villagelcalcs\Synchro\Future Total.syn PURL/ HCM 6th TWSC 41: NE 2nd Avenue & NE 62nd Street 4 (.•' 0 Intersection Int Delay, s/veh Movement 1.9 WBL WBR NBT NBR SBL SBT Lane Configurations r ++ Traffic Vol, veh/h 0 296 928 0 0 786 Future Vol, veh/h 0 296 928 0 0 786 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 Veh in Median Storage, # 0 0 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles, % 3 3 3 3 3 3 Mvmt Flow 0 308 967 0 0 819 Major/Minor Minorl Majorl Major2 NOTICE This submittal needs to be scheduled fora puboc hearing In accortlancewhh timelines set forth in the City of Kam Code. The applira tie tlecision-mahing bodywlll relew the information at the public hearing to render a recommendation or a final tlecid on. PZ-21-10809 12/16/21 !EW GO�� Conflicting Flow All - 484 0 Stage 1 Stage 2 Critical Hdwy 5 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy - 3 Pot Cap-1 Maneuver 0 745 0 0 Stage 1 0 0 0 Stage 2 0 0 0 Platoon blocked, % Mov Cap-1 Maneuver - 745 Mov Cap-2 Maneuver Stage 1 Stage 2 Approach WB NB SB HCM Control Delay, s 13.2 0 0 HCM LOS B Minor Lane/Major Mvmt NBTWBLn1 SBT Capacity (veh/h) - 745 HCM Lane V/C Ratio - 0.414 HCM Control Delay (s) - 13.2 HCM Lane LOS B HCM 95th %tile Q(veh) 2 K:1FTL_TPT01043752001-Sabal Palm Villagelcalcs\Synchro\Future Total.syn PUB(, o' y 0 a a NOTICE This submittal needs b be scheduled for a puboc hearing in accordance with timelines set forth in the City of Miami Code.The applica de decision -making bodywill renew the intonna0on at the pubs hearing to render a recommendation or a final decision. ti 4114EVIEw CO - PZ-21-10809 12/16/21 Appendix J Signal Warrant Analysis Worksheets 2 Daly Trip Distribution Ho rly distribution derived from ITE Trip Generation 10th Edition LUC 220 LUC 222 LUC 310 LUC 540 LUC 710 maccoroan®wmrvmeun®setrorz Miami radewthe Code. The information recornmerwIrldon rrt�� 0. applies Lie decision at the public he - or final d PZ-21-108( 12/16/21 % Ins of Daily %Outs of Daily % Ins of Ins % Outs of Outs % Ins of Daily %Outs of Daily % Ins of Ins % Outs of Outs % Ins of Daily %Outs of Daily % Ins of Ins % Outs of Outs % Ins of Daily %Outs of Daily % Ins of Ins % Outs of Outs % Ins of Daily %Outs of Daily % Ins of Ins % of • 0:00 0.2% 0.5% 0.33% 1.05% 0.1% 0.4% 0.25% 0.74% 0.6% 0.5% 1.20% 0.98% 0.0% 0.0% 0.00% 0.00% 0.1% 0.0% 0.20% 0.0 1:00 0.1% 0.3% 0.19% 0.60% 0.1% 0.2% 0.15% 0.44% 0.0% 0.0% 0.0% 0.00% 0.0% 0.0% 0.0% 0.00% 0.0% 0.0% 0.0% 0.00°° 2:00 0.1% 0.2% 0.14% 0.45% 0.0% 0.2% 0.10% 0.30% 0.2% 0.1% 0.3% 0.27% 0.0% 0.0% 0.0% 0.00% 0.0% 0.0% 0.0% 0.00% A A"^ 0. 3:00 0.1% 0.3% 0.19% 0.60% 0.1% 0.2% 0.15% 0.44% 0.7% 0.5% 1.3% 1.07% 0.0% 0.0% 0.0% 0.00% 0.1% 0.0% 0.2% 0.02% 4:00 0.1% 0.5% 0.28% 0.90% 0.1% 0.4% 0.25% 0.74% 1.2% 0.9% 23% 1.87% 0.0% 0.0% 0.0% 0.00% 0.2% 0.0% 0.4% 0.0S% 5:00 0.3% 1.0% 0.61% 1.95% 0.4% 1.3% 0.84% 251% 1.2% 0.8% 22% 1.78% 0.0% 0.0% 0.0% 0.00% 0.2% 0.0% 0.4% 0.0S% 0.1% EW 6:00 0.7% 22% 1.36% 4.35% 1.0% 3.0% 1.98% 5.92% 1.7% 1.2% 3.2% 258% 0.1% 0.0% 0.1% 0.06% 1.9% 0.3% 4.4% 0.54% 0.1% 7:00 1.7% 5.7% 3.48% 11.10% 1.8% 5.7% 3.72% 11.09% 27% 1.9% 5.0% 4.09% 6.2% 1.9% 10.1% 4.80% 6.0% 1.0% 14.1% 1.71% 0.7% 0.4% ,. 8:00 1.4% 4.9% 2.96% 9.45% 1.5% 4.7% 3.07% 9.17% 3.7% 2.5% 6.8% 5.52% 6.4% 1.9% 104% 4.92% 7.6% 1.2% 17.7% 2.15% 1.2% 0.8% 24% 1.55% 9:00 1.2% 4.1% 249% 7.95% 1.0% 3.3% 213% 6.36% 4.0% 27% 7.3% 5.96% 5.6% 1.7% 9.1% 4.33% 4.6% 0.8% 10.8% 1.32% 22% 1.4% 4.4% 280% 10:00 0.9% 3.1% 1.88% 6.00% 0.9% 28% 1.83% 5.47% 3.5% 25% 6.6% 5.34% 6.9% 20% 11.1% 5.28% 5.1% 0.8% 11.9% 1.44% 3.5% 21% 6.8% 4.35% 11:00 1.2% 4.1% 249% 7.95% 1.1% 3.4% 223% 6.65% 23% 1.6% 4.3% 3.47% 7.2% 22% 11.8% 5.57% 7.2% 1.2% 16.9% 206% 5.1% 3.2% 10.1% 6.45% 12:00 3.4% 1.7% 6.95% 3.39% 29% 1.8% 5.92% 3.57% 23% 23% 4.3% 4.89% 4.3% 4.3% 7.0% 11.09% 1.7% 8.7% 3.9% 15.28% 4.8% 5.2% 9.4% 10.63% 1:00 29% 1.6% 5.92% 3.17% 27% 1.7% 5.54% 3.34% 23% 23% 4.3% 4.89% 4.5% 4.5% 7.3% 11.60% 1.3% 6.9% 3.1% 1204% 4.5% 4.8% 8.8% 9.88% 2:00 3.6% 20% 7.33% 3.89% 3.3% 21% 6.80% 4.10% 3.1% 29% 5.7% 6.38% 4.1% 4.1% 6.6% 10.44% 1.2% 6.3% 28% 11.02% 4.3% 4.7% 8.5% 9.57% 3:00 3.9% 21% 7.98% 4.18% 3.5% 23% 7.31% 4.40% 4.2% 4.0% 7.7% 8.72% 3.1% 3.1% 5.0% 7.99% 1.2% 6.2% 28% 10.87% 4.2% 4.6% 8.3% 9.35% 4:00 4.8% 3.1% 9.78% 5.98% 5.1% 3.2% 10.46% 6.30% 3.6% 3.4% 6.6% 7.44% 3.7% 3.7% 6.0% 9.54% 1.6% 8.5% 3.8% 14.83% 4.4% 4.8% 8.7% 9.78% 5:00 5.7% 3.7% 11.71% 7.28% 6.2% 3.9% 1273% 7.66% 3.6% 3.5% 6.7% 7.55% 4.4% 4.4% 7.1% 11.22% 1.7% 8.7% 3.9% 15.28% 4.5% 4.8% 8.8% 9.88% 6:00 5.0% 29% 10.16% 5.69% 4.8% 3.1% 9.95% 6.00% 28% 26% 5.1% 5.74% 1.8% 1.8% 29% 4.64% 0.4% 20% 0.9% 3.53% 3.8% 4.2% 7.5% 8.50% 7:00 3.6% 23% 7.33% 4.54% 3.8% 25% 7.94% 4.78% 1.8% 1.8% 3.4% 3.83% 1.5% 1.5% 24% 3.74% 0.3% 1.4% 0.6% 250% 29% 3.2% 5.8% 6.48% 8:00 3.2% 1.9% 6.56% 3.68% 3.1% 20% 6.43% 3.87% 1.4% 1.4% 26% 298% 1.1% 1.1% 1.8% 284% 0.2% 0.8% 0.4% 1.47% 21% 23% 4.2% 4.68% 9:00 23% 1.4% 4.63% 281% 24% 1.5% 4.91% 296% 24% 23% 4.4% 5.00% 0.7% 0.7% 1.1% 1.68% 0.2% 0.8% 0.4% 1.47% 1.4% 1.5% 2.7% 3.08% 10:00 1.8% 1.0% 3.73% 1.95% 1.6% 1.1% 3.40% 2.05% 2.9% 2.7% 5.3% 5.95% 0.1% 0.1% 0.2% 0.26% 0.2% 1.0% 0.4% 1.76% 0.5% 0.6% 1.0% 1.17% 11:00 0.8% 0.6% 1.54% 1.08% 0.9% 0.6% 1.89% 1.14% 1.8% 1.7% 3.3% 3.72% 0.0% 0.0% 0.0% 0.00% 0.1% 0.3% 0.1% 0.59% 0.2% 0.3% 0.5% 0.53% Total 49.0% 51.3% 100.00% 100.00% 48.4% 51.4% 100.00% 100.00% 54.0% 46.1% 100.00% 100.00% 61.5% 38.8% 100.00% 100.00% 428% 57.2% 100.00% 100.00% 50.9% 48.9% 100.00% 100.00% AM Directional 23% 77% 24% 76% 59% 41% 77% 23% 86% 14% 62% 38% PM Directional 63% 37% 61% 39% 51% 49% 50% 50% 16% 84% 48% 52% x:yn_ aro\on3Tszomsahal calm vlllage��l�klgaal warramkahal Net New Trlp aea olnrle°flor.uaaaNnea u.d: NOTICE Tills submittal needs to be'scheduled bra public hearing in the City of nailing body will ring to render ecidon 9 LUC 220 Daily Total Applied to Peak Hour Traffic Hourly Distribution Daily Trips Generated: 3,064 In: 1,532 NOTICE This submittal needs to be scheduled fora puboc hearing In acoordxnre whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR redew the information at the pubdc hearing to render a recommended on or a final decla on. Hourly Distribution (1) Ins Outs Adjusted Hourly Dist. (4) Ins Outs Ins Total Project Trip Outs �" ,ts 12:00 AM 1:00 AM 0.33% 1.05% 0.34% 1.09% 5 17 2 1:00 AM 2:00 AM 0.19% 0.60% 0.20% 0.62% 3 10 13 2:00 AM 3:00 AM 0.14% 0.45% 0.15% 0.47% 2 7 9 3:00 AM 4:00 AM 0.19% 0.60% 0.20% 0.62% 3 10 13 4:00 AM 5:00 AM 0.28% 0.90% 0.29% 0.93% 5 14 19 5:00 AM 6:00 AM 0.61% 1.95% 0.64% 2.02% 10 31 41 6:00 AM 7:00 AM 1.36% 4.35% 1.42% 4.50% 22 69 91 7:00 AM 8:00 AM 3.48% 11.10% 3.62% 11.48% 56 176 231 8:00 AM 9:00 AM 2.96% 9.45% 2.74% 9.01% 42 138 180 9:00 AM 10:00 AM 2.49% 7.95% 2.59% 8.22% 40 126 166 10:00 AM 11:00 AM 1.88% 6.00% 1.96% 6.20% 30 95 125 11:00 AM 12:00 PM 2.49% 7.95% 2.59% 8.22% 40 126 166 12:00 PM 1:00 PM 6.95% 3.39% 7.24% 3.50% 111 54 165 1:00 PM 2:00 PM 5.92% 3.17% 6.17% 3.28% 95 50 145 2:00 PM 3:00 PM 7.33% 3.89% 7.64% 4.02% 117 62 179 3:00 PM 4:00 PM 7.98% 4.18% 8.31% 4.32% 127 66 194 4:00 PM 5:00 PM 9.78% 5.98% 10.19% 6.19% 156 95 251 5:00 PM 6:00 PM 11.71% 127 75 202 AM 6:00 PM 7:00 PM 10.16% 5.69% 10.59% 5.89% 162 90 253 7:00 PM 8:00 PM 7.33% 4.54% 7.64% 4.70% 117 72 189 8:00 PM 9:00 PM 6.56% 3.68% 6.84% 3.80% 105 58 163 9:00 PM 10:00 PM 4.63% 2.81% 4.83% 2.91% 74 45 118 10:00 PM 11:00 PM 3.73% 1.95% 3.89% 2.01% 60 31 90 11:00 PM 12:00 AM 1.54% 1.08% 1.61% 1.12% 25 17 42 Notes: Total Peak Total (5) Non Peak Total (6) Peak Difference (7) (1) (2) (3) (4) (5) (6) (7) (8) 100.00% 14.66% 85.34% 100.00% 16.73% 83.27% 100.00% 11.03% 88.97% -3.63% 100.00% 13.90% 86.10% -2.83% Hourly distribution derived from ITE Trip Generation 10th Edition Peak Hour volumes obtained from Trip Generation Calculations Adjusted Hourly Distribution for peak hours calculated using peak and daily trip generation Adjusted Hourly Distribution for non peak hours calculated by proportionally distributing the peak difference Peak Hour percentages Summation of all non peak hours Difference of PM peaks of ITE Hourly Distribution and the the peaks calculated using trip generation volumes Adjusted trips calculated with adjusted hourly distribution and daily trips K:\FTL_TPTO\043752001-Sabal Palm Village \calcs\Signal Warrant\Sabel Net New Trip Gen Distribution -Unadjusted RS.xls -21-10809 2/16/21 <te IEWCO' ' (2)(3) (2)(3) Approach Daily Total Applied to Peak Hour Project Traffic Volumes NE 3rd Avenue and NE 54th Street NOTICE This submittal needs to be scheduled fora puboc hearing In acoordxnce whh timelines set forth in the City of Miami Code. The appll®de decision -malting body NOR rodew the information at the pubdc hearing to render a recommended on or a final decla on. Time Interval Existing Project Trips Outs Ins NBL(2 NBR(2 EBT(3) EBR(3) WBL(3) 26.0% 29.0% 4.0 , 21.0% 39.0% 12:00 AM 1:00 AM 4 5 0 1 2 1:00 AM 2:00 AM 2 3 0 1 1 2:00 AM 3:00 AM 2 2 0 0 1 3:00 AM 4:00 AM 2 3 0 1 1 4:00 AM 5:00 AM 4 4 0 1 2 5:00 AM 6:00 AM 8 9 0 2 4 6:00 AM 7:00 AM 18 20 1 5 8 7:00 AM 8:00 AM 46 51 2 12 22 8:00 AM 9:00 AM 36 40 2 9 16 9:00 AM 10:00 AM 33 37 2 8 16 10:00 AM 11:00 AM 25 28 1 6 12 11:00 AM 12:00 PM 33 37 2 8 16 12:00 PM 1:00 PM 14 16 4 23 43 1:00 PM 2:00 PM 13 15 4 20 37 2:00 PM 3:00 PM 16 18 5 25 46 3:00 PM 4:00 PM 17 19 5 27 50 4:00 PM 5:00 PM 25 27 6 33 61 5:00 PM 6:00 PM 20 22 5 27 50 6:00 PM 7:00 PM 23 26 6 34 63 7:00 PM 8:00 PM 19 21 5 25 46 8:00 PM 9:00 PM 15 17 4 22 41 9:00 PM 10:00 PM 12 13 3 16 29 10:00 PM 11:00 PM 8 9 2 13 23 11:00 PM 12:00 AM 4 5 1 5 10 Notes: (1) Peak Hour volumes obtained from Trip Generation Calculations (2) Trips calculated with Outs hourly distribution (3) Trips calculated with Ins hourly distribution K:\FTL_TPTO\043752001-Sabal Palm Village\talcs\Signal Warrant\Sabal Net New Trip Gen Distribution -Unadjusted RS.xls (1) (1) PZ-21-10809 12/16/21 LUC 222 Daily Total Applied to Peak Hour Traffic Hourly Distribution Daily Trips Generated: 7,488 In: 3,678 NOTICE This submittal needs to be scheduled fora puboc hearing In acoordxnre whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR redew the information at the pubdc hearing to render a recommended on or a final decla on. Hourly Distribution (1) Ins Outs Adjusted Hourly Dist. (4) Ins Outs Ins Total Project Trip Outs ," iC`R 12:00 AM 1:00 AM 0.25% 0.74% 0.25% 0.72% 9 27 3 E 1:00 AM 2:00 AM 0.15% 0.44% 0.15% 0.43% 6 16 22 2:00 AM 3:00 AM 0.10% 0.30% 0.10% 0.29% 4 11 15 3:00 AM 4:00 AM 0.15% 0.44% 0.15% 0.43% 6 16 22 4:00 AM 5:00 AM 0.25% 0.74% 0.25% 0.72% 9 27 37 5:00 AM 6:00 AM 0.84% 2.51% 0.86% 2.44% 32 93 125 6:00 AM 7:00 AM 1.98% 5.92% 2.03% 5.73% 75 218 293 7:00 AM 8:00 AM 3.72% 11.09% 3.80% 10.75% 140 410 549 8:00 AM 9:00 AM 3.07% 9.17% 4.27% 12.97% 157 494 651 9:00 AM 10:00 AM 2.13% 6.36% 2.18% 6.16% 80 235 315 10:00 AM 11:00 AM 1.83% 5.47% 1.88% 5.30% 69 202 271 11:00 AM 12:00 PM 2.23% 6.65% 2.28% 6.45% 84 246 330 12:00 PM 1:00 PM 5.92% 3.57% 6.05% 3.46% 223 132 354 1:00 PM 2:00 PM 5.54% 3.34% 5.67% 3.24% 208 123 332 2:00 PM 3:00 PM 6.80% 4.10% 6.96% 3.97% 256 151 407 3:00 PM 4:00 PM 7.31% 4.40% 7.47% 4.27% 275 163 437 4:00 PM 5:00 PM 10.46% 6.30% 10.69% 6.10% 393 233 626 5:00 PM 6:00 PM 12.73% 245 600 6:00 PM 7:00 PM 9.95% 6.00% 10.18% 5.81% 374 221 596 7:00 PM 8:00 PM 7.94% 4.78% 8.12% 4.63% 299 177 475 8:00 PM 9:00 PM 6.43% 3.87% 6.57% 3.75% 242 143 385 9:00 PM 10:00 PM 4.91% 2.96% 5.02% 2.87% 185 109 294 10:00 PM 11:00 PM 3.40% 2.05% 3.48% 1.99% 128 76 204 11:00 PM 12:00 AM 1.89% 1.14% 1.93% 1.10% 71 42 113 Notes: Total Peak Total (5) Non Peak Total (6) Peak Difference (7) (1) (2) (3) (4) (5) (6) (7) (8) 100.00% 15.80% 84.20% 100.00% 16.83% 83.17% 100.00% 13.92% 86.08% -1.88% 100.00% 19.40% 80.60% 2.56% Hourly distribution derived from ITE Trip Generation 10th Edition Peak Hour volumes obtained from Trip Generation Calculations Adjusted Hourly Distribution for peak hours calculated using peak and daily trip generation Adjusted Hourly Distribution for non peak hours calculated by proportionally distributing the peak difference Peak Hour percentages Summation of all non peak hours Difference of PM peaks of ITE Hourly Distribution and the the peaks calculated using trip generation volumes Adjusted trips calculated with adjusted hourly distribution and daily trips K:\FTL_TPTO\043752001-Sabal Palm Village \calcs\Signal Warrant\Sabel Net New Trip Gen Distribution -Unadjusted RS.xls -21-10809 2/16/21 <te IEWCO' (2)(3) (2)(3) LUC 310 Daily Total Applied to Peak Hour Traffic Hourly Distribution Daily Trips Generated: 2,908 In: 1,439 NOTICE This submittal needs to be scheduled fora puboc hearing In acoordxnre whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR redew the information at the pubdc hearing to render a recommended on or a final decla on. Hourly Distribution (1) Ins Outs Adjusted Hourly Dist. (4) Ins Outs Ins Total Project Trip Outsit•R r lot. 12:00 AM 1:00 AM 1.20% 0.98% 1.22% 1.01% 18 15 3 E 1:00 AM 2:00 AM 0.00% 0.00% 0.00% 0.00% 0 0 0 2:00 AM 3:00 AM 0.33% 0.27% 0.33% 0.28% 5 4 9 3:00 AM 4:00 AM 1.31% 1.07% 1.33% 1.10% 19 16 35 4:00 AM 5:00 AM 2.29% 1.87% 2.33% 1.93% 33 28 62 5:00 AM 6:00 AM 2.18% 1.78% 2.22% 1.84% 32 27 59 6:00 AM 7:00 AM 3.17% 2.58% 3.21% 2.67% 46 39 85 7:00 AM 8:00 AM 5.02% 4.09% 5.10% 4.23% 73 62 135 8:00 AM 9:00 AM 6.77% 5.52% 6.39% 3.47% 92 51 143 9:00 AM 10:00 AM 7.32% 5.96% 7.42% 6.16% 107 90 197 10:00 AM 11:00 AM 6.55% 5.34% 6.65% 5.52% 96 81 177 11:00 AM 12:00 PM 4.26% 3.47% 4.32% 3.59% 62 53 115 12:00 PM 1:00 PM 4.34% 4.89% 4.41% 5.05% 63 74 138 1:00 PM 2:00 PM 4.34% 4.89% 4.41% 5.05% 63 74 138 2:00 PM 3:00 PM 5.67% 6.38% 5.75% 6.59% 83 97 180 3:00 PM 4:00 PM 7.74% 8.72% 7.85% 9.01% 113 132 245 4:00 PM 5:00 PM 6.61% 7.44% 6.70% 7.69% 96 113 209 5:00 PM 6:00 PM 84 98 6:00 PM 7:00 PM 5.10% 5.74% 5.17% 5.93% 74 87 162 7:00 PM 8:00 PM 3.40% 3.83% 3.45% 3.96% 50 58 108 8:00 PM 9:00 PM 2.64% 2.98% 2.68% 3.08% 39 45 84 9:00 PM 10:00 PM 4.44% 5.00% 4.50% 5.16% 65 76 141 10:00 PM 11:00 PM 5.29% 5.95% 5.36% 6.15% 77 90 168 11:00 PM 12:00 AM 3.30% 3.72% 3.35% 3.85% 48 56 105 Notes: Total Peak Total (5) Non Peak Total (6) Peak Difference (7) (1) (2) (3) (4) (5) (6) (7) (8) 100.00% 13.48% 86.52% 100.00% 13.06% 86.94% 100.00% 12.23% 87.77% -1.25% 100.00% 10.14% 89.86% -2.92% Hourly distribution derived from ITE Trip Generation 10th Edition Peak Hour volumes obtained from Trip Generation Calculations Adjusted Hourly Distribution for peak hours calculated using peak and daily trip generation Adjusted Hourly Distribution for non peak hours calculated by proportionally distributing the peak difference Peak Hour percentages Summation of all non peak hours Difference of PM peaks of ITE Hourly Distribution and the the peaks calculated using trip generation volumes Adjusted trips calculated with adjusted hourly distribution and daily trips K:\FTL_TPTO\043752001-Sabal Palm Village \calcs\Signal Warrant\Sabel Net New Trip Gen Distribution -Unadjusted RS.xls -21-10809 2/16/21 <te lEWCO' (2)(3) (2)(3) LUC 310 Daily Total Applied to Peak Hour Traffic Hourly Distribution Daily Trips Generated: 504 In: 240 NOTICE This submittal needs to be scheduled fora puboc hearing In acoordxnce whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubdc hearing to render a recommended on or a final decla on. Hourly Distribution (1) Ins Outs Adjusted Hourly Dist. (4) Ins Outs Ins r Total Project Trip 9 Outs AR 12:00 AM 1:00 AM 0.00% 0.00% 0.00% 0.00% 0 0 0 E 1:00 AM 2:00 AM 0.00% 0.00% 0.00% 0.00% 0 0 0 2:00 AM 3:00 AM 0.00% 0.00% 0.00% 0.00% 0 0 0 3:00 AM 4:00 AM 0.00% 0.00% 0.00% 0.00% 0 0 0 4:00 AM 5:00 AM 0.00% 0.00% 0.00% 0.00% 0 0 0 5:00 AM 6:00 AM 0.00% 0.00% 0.00% 0.00% 0 0 0 6:00 AM 7:00 AM 0.13% 0.06% 0.08% 0.06% 0 0 0 7:00 AM 8:00 AM 10.14% 4.80% 6.55% 4.71% 16 12 28 8:00 AM 9:00 AM 10.39% 4.92% 38.33% 8.33% 92 22 114 9:00 AM 10:00 AM 9.14% 4.33% 5.90% 4.24% 14 11 25 10:00 AM 11:00 AM 11.14% 5.28% 7.20% 5.17% 17 14 31 11:00 AM 12:00 PM 11.77% 5.57% 7.60% 5.46% 18 14 33 12:00 PM 1:00 PM 6.99% 11.09% 4.52% 10.87% 11 29 40 1:00 PM 2:00 PM 7.32% 11.60% 4.73% 11.37% 11 30 41 2:00 PM 3:00 PM 6.58% 10.44% 4.25% 10.24% 10 27 37 3:00 PM 4:00 PM 5.04% 7.99% 3.26% 7.83% 8 21 28 4:00 PM 5:00 PM 6.01% 9.54% 3.89% 9.35% 9 25 34 5:00 PM 6:00 PM 7.07% 20 25 45 6:00 PM 7:00 PM 2.93% 4.64% 1.89% 4.55% 5 12 17 7:00 PM 8:00 PM 2.36% 3.74% 1.52% 3.66% 4 10 13 8:00 PM 9:00 PM 1.79% 2.84% 1.16% 2.78% 3 7 10 9:00 PM 10:00 PM 1.06% 1.68% 0.68% 1.64% 2 4 6 10:00 PM 11:00 PM 0.16% 0.26% 0.11% 0.25% 0 1 1 11:00 PM 12:00 AM 0.00% 0.00% 0.00% 0.00% 0 0 0 Notes: Total Peak Total (5) Non Peak Total (6) Peak Difference (7) (1) (2) (3) (4) (5) (6) (7) (8) 100.00% 17.46% 82.54% 100.00% 16.14% 83.86% 100.00% 46.67% 53.33% 29.21% 100.00% 17.80% 82.20% 1.66% Hourly distribution derived from ITE Trip Generation 10th Edition Peak Hour volumes obtained from Trip Generation Calculations Adjusted Hourly Distribution for peak hours calculated using peak and daily trip generation Adjusted Hourly Distribution for non peak hours calculated by proportionally distributing the peak difference Peak Hour percentages Summation of all non peak hours Difference of PM peaks of ITE Hourly Distribution and the the peaks calculated using trip generation volumes Adjusted trips calculated with adjusted hourly distribution and daily trips K:\FTL_TPTO\043752001-Sabal Palm Village \calcs\Signal Warrant\Sabel Net New Trip Gen Distribution -Unadjusted RS.xls -21-10809 2/16/21 <te lEWCO' (2)(3) (2)(3) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 LUC 710 Daily Total Applied to Peak Hour Traffic Hourly Distribution Daily Trips Generated: 998 In: 475 NOTICE This submittal needs to be scheduled fora puboc hearing in accordance whh timelines set forth in the City of Miami Code. The appli®de decision -malting body WI( rodew the information at the pubec hearing to render a recommended on or a final decla on. Hourly Distribution (1) Ins Outs Adjusted Hourly Dist. (4) Ins Outs Ins Total Project � PZ-21 Outs 'Q�. 12/1 12:00 AM 1:00 AM 0.20% 0.02% 0.19% 0.02% 1 0 /Q 1:00 AM 2:00 AM 0.00% 0.00% 0.00% 0.00% 0 0 2:00 AM 3:00 AM 0.00% 0.00% 0.00% 0.00% 0 0 0 3:00 AM 4:00 AM 0.20% 0.02% 0.19% 0.02% 1 0 1 4:00 AM 5:00 AM 0.40% 0.05% 0.37% 0.05% 2 0 2 5:00 AM 6:00 AM 0.40% 0.05% 0.37% 0.05% 2 0 2 6:00 AM 7:00 AM 4.42% 0.54% 4.12% 0.51% 20 3 23 7:00 AM 8:00 AM 14.06% 1.71% 13.10% 1.63% 62 9 71 8:00 AM 9:00 AM 17.68% 2.15% 24.00% 1 2.87% 114 15 129 9:00 AM 10:00 AM 10.85% 1.32% 10.10% 1.26% 48 7 55 10:00 AM 11:00 AM 11.85% 1.44% 11.04% 1.37% 52 7 59 11:00 AM 12:00 PM 16.87% 2.06% 15.72% 1.95% 75 10 85 12:00 PM 1:00 PM 3.89% 15.28% 3.62% 14.50% 17 76 93 1:00 PM 2:00 PM 3.06% 12.04% 2.85% 11.43% 14 60 74 2:00 PM 3:00 PM 2.80% 11.02% 2.61% 10.46% 12 55 67 3:00 PM 4:00 PM 2.77% 10.87% 2.58% 10.32% 12 54 66 4:00 PM 5:00 PM 3.77% 14.83% 3.52% 14.08% 17 74 91 5:00 PM 18.74% 14 98 6:00 PM 7:00 PM 0.90% 3.53% 0.84% 3.35% 4 18 22 7:00 PM 8:00 PM 0.64% 2.50% 0.59% 2.37% 3 12 15 8:00 PM 9:00 PM 0.37% 1.47% 0.35% 1.39% 2 7 9 9:00 PM 10:00 PM 0.37% 1.47% 0.35% 1.39% 2 7 9 10:00 PM 11:00 PM 0.45% 1.76% 0.42% 1.67% 2 9 11 11:00 PM 12:00 AM 0.15% 0.59% 0.14% 0.56% 1 3 4 Notes: Total Peak Total (5) Non Peak Total (6) Peak Difference (7) 100.00% 21.57% 78.43% 100.00% 17.43% 82.57% 100.00% 26.95% 73.05% 5.38% 100.00% 21.61% 78.39% 4.18% (1) Hourly distribution derived from ITE Trip Generation 10th Edition (2) Peak Hour volumes obtained from Trip Generation Calculations (3) Adjusted Hourly Distribution for peak hours calculated using peak and daily trip generation (4) Adjusted Hourly Distribution for non peak hours calculated by proportionally distributing the peak difference (5) Peak Hour percentages (6) Summation of all non peak hours (7) Difference of PM peaks of ITE Hourly Distribution and the the peaks calculated using trip generation volumes (8) Adjusted trips calculated with adjusted hourly distribution and daily trips Ki\FTL_TPTO\043752001-Sabal Palm Village\calcs\Signal Warrant\Sabal Net New Trip Gen Distribution -Unadjusted RS.xls -10809 6/21 (2)(3) (2)(3) LUC 820 Daily Total Applied to Peak Hour Traffic Hourly Distribution Daily Trips Generated: 7,665 In: 3,949 NOTICE This submittal needs to be scheduled fora puboc hearing In acoordxnre whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR redew the information at the pubdc hearing to render a recommended on or a final decla on. Hourly Distribution (1) Ins Outs Adjusted Hourly Dist. (4) Ins Outs Ins Total Project Trip Outs r 9 it•R 12:00 AM 1:00 AM 0.24% 0.16% 0.25% 0.16% 10 6 1. E 1:00 AM 2:00 AM 0.12% 0.08% 0.12% 0.08% 5 3 8 2:00 AM 3:00 AM 0.00% 0.00% 0.00% 0.00% 0 0 0 3:00 AM 4:00 AM 0.00% 0.00% 0.00% 0.00% 0 0 0 4:00 AM 5:00 AM 0.00% 0.00% 0.00% 0.00% 0 0 0 5:00 AM 6:00 AM 0.12% 0.08% 0.12% 0.08% 5 3 8 6:00 AM 7:00 AM 0.24% 0.16% 0.25% 0.16% 10 6 16 7:00 AM 8:00 AM 1.34% 0.85% 1.37% 0.88% 54 33 87 8:00 AM 9:00 AM 2.44% 1.55% 3.14% 2.13% 124 79 203 9:00 AM 10:00 AM 4.39% 2.80% 4.47% 2.90% 177 108 284 10:00 AM 11:00 AM 6.82% 4.35% 6.96% 4.51% 275 167 442 11:00 AM 12:00 PM 10.12% 6.45% 10.31% 6.68% 407 248 655 12:00 PM 1:00 PM 9.44% 10.63% 9.62% 11.01% 380 409 789 1:00 PM 2:00 PM 8.77% 9.88% 8.95% 10.24% 353 380 734 2:00 PM 3:00 PM 8.49% 9.57% 8.66% 9.91% 342 368 710 3:00 PM 4:00 PM 8.30% 9.35% 8.47% 9.69% 334 360 694 4:00 PM 5:00 PM 8.68% 9.78% 8.85% 10.13% 350 376 726 5:00 PM 6:00 PM 8.77°0, 250 228 *478 ji 6:00 PM 7:00 PM 7.55% 8.50% 7.70% 8.81% 304 327 631 7:00 PM 8:00 PM 5.76% 6.48% 5.87% 6.72% 232 250 481 8:00 PM 9:00 PM 4.15% 4.68% 4.23% 4.84% 167 180 347 9:00 PM 10:00 PM 2.74% 3.08% 2.79% 3.19% 110 119 229 10:00 PM 11:00 PM 1.04% 1.17% 1.06% 1.21% 42 45 87 11:00 PM 12:00 AM 0.47% 0.53% 0.48% 0.55% 19 20 39 Notes: Total Peak Total (5) Non Peak Total (6) Peak Difference (7) (1) (2) (3) (4) (5) (6) (7) (8) 100.00% 11.21% 88.79% 100.00% 11.44% 88.56% 100.00% 9.47% 90.53% -1.74% 100.00% 8.26% 91.74% -3.18% Hourly distribution derived from ITE Trip Generation 10th Edition Peak Hour volumes obtained from Trip Generation Calculations Adjusted Hourly Distribution for peak hours calculated using peak and daily trip generation Adjusted Hourly Distribution for non peak hours calculated by proportionally distributing the peak difference Peak Hour percentages Summation of all non peak hours Difference of PM peaks of ITE Hourly Distribution and the the peaks calculated using trip generation volumes Adjusted trips calculated with adjusted hourly distribution and daily trips K:\FTL_TPTO\043752001-Sabal Palm Village \calcs\Signal Warrant\Sabel Net New Trip Gen Distribution -Unadjusted RS.xls -21-10809 2/16/21 <te lEWCO' (2)(3) (2)(3) Approach Daily Total Applied to Peak Hour Project Traffic Volumes NE 3rd Avenue and NE 54th Street NOTICE This submittal needs to be scheduled fora puboc hearing In acoordxnce whh timelines set forth in the City of Miami Code. The appll®de decision -malting body NOR rodew the information at the pubdc hearing to render a recommended on or a final decla on. Time Interval Proposed Project Trips Outs Ins NBL(2 NBR(2 EBT(3) EBR(3) WBL(3) 26.0% 29.0% 4.0 , 21.0% 39.0% 12:00 AM 1:00 AM 13 14 2 8 15 1:00 AM 2:00 AM 5 6 0 2 4 2:00 AM 3:00 AM 4 4 0 2 3 3:00 AM 4:00 AM 8 9 1 5 10 4:00 AM 5:00 AM 14 16 2 9 17 5:00 AM 6:00 AM 32 36 3 15 27 6:00 AM 7:00 AM 69 77 6 32 59 7:00 AM 8:00 AM 137 153 14 72 134 8:00 AM 9:00 AM 172 192 23 122 226 9:00 AM 10:00 AM 117 131 17 89 166 10:00 AM 11:00 AM 123 137 20 107 198 11:00 AM 12:00 PM 148 166 26 136 252 12:00 PM 1:00 PM 187 209 28 146 271 1:00 PM 2:00 PM 174 194 26 137 254 2:00 PM 3:00 PM 182 203 28 148 274 3:00 PM 4:00 PM 190 212 30 156 289 4:00 PM 5:00 PM 213 238 35 182 338 5:00 PM 6:00 PM 180 201 29 152 282 6:00 PM 7:00 PM 173 193 30 160 297 7:00 PM 8:00 PM 132 147 23 123 229 8:00 PM 9:00 PM 99 111 18 95 176 9:00 PM 10:00 PM 82 91 15 76 142 10:00 PM 11:00 PM 57 64 10 52 97 11:00 PM 12:00 AM 32 35 6 29 54 Notes: (1) Peak Hour volumes obtained from Trip Generation Calculations (2) Trips calculated with Outs hourly distribution (3) Trips calculated with Ins hourly distribution K:\FTL_TPTO\043752001-Sabal Palm Village\talcs\Signal Warrant\Sabal Net New Trip Gen Distribution -Unadjusted RS.xls (1) (1) PZ-21-10809 12/16/21 Approach Daily Total Applied to Peak Hour Project Traffic Volumes NE 3rd Avenue and NE 54th Street NOTICE This submittal needs to be scheduled fora puboc hearing In acoordxnce whh timelines set forth in the City of Miami Code. The appll®de decision -malting body NOR rodew the information at the pubdc hearing to render a recommended on or a final decla on. Time Interval Net New Project Trips Outs Ins NBL(2 NBR(2 EBT(3) EBR(3) WBL(3) 26.0% 29.0% 4.0 , 21.0% 39.0% 12:00 AM 1:00 AM 8 9 1 7 13 1:00 AM 2:00 AM 3 3 0 2 3 2:00 AM 3:00 AM 2 2 0 1 2 3:00 AM 4:00 AM 6 7 1 5 9 4:00 AM 5:00 AM 11 12 2 8 16 5:00 AM 6:00 AM 24 27 2 13 24 6:00 AM 7:00 AM 51 57 5 27 50 7:00 AM 8:00 AM 91 102 12 61 113 8:00 AM 9:00 AM 136 152 21 113 209 9:00 AM 10:00 AM 85 94 15 81 151 10:00 AM 11:00 AM 98 109 19 101 187 11:00 AM 12:00 PM 116 129 24 127 237 12:00 PM 1:00 PM 173 193 23 122 227 1:00 PM 2:00 PM 161 179 22 117 217 2:00 PM 3:00 PM 166 185 23 123 228 3:00 PM 4:00 PM 172 192 25 129 240 4:00 PM 5:00 PM 189 211 28 149 277 5:00 PM 6:00 PM 161 180 24 125 232 6:00 PM 7:00 PM 150 167 24 126 234 7:00 PM 8:00 PM 113 126 19 99 183 8:00 PM 9:00 PM 84 94 14 73 135 9:00 PM 10:00 PM 70 78 12 61 113 10:00 PM 11:00 PM 49 55 8 40 74 11:00 PM 12:00 AM 27 30 5 24 45 Notes: (1) Peak Hour volumes obtained from Trip Generation Calculations (2) Trips calculated with Outs hourly distribution (3) Trips calculated with Ins hourly distribution K:\FTL_TPTO\043752001-Sabal Palm Village\talcs\Signal Warrant\Sabal Net New Trip Gen Distribution -Unadjusted RS.xls (1) (1) PZ-21-10809 12/16/21 LUC 820 Pass -By Daily Total Applied to Peak Hour Traffic Hourly Distribution Daily Trips Generated: 2,606 In: 1,343 NOTICE This submittal needs to be scheduled fora puboc hearing In acoordxnre whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR redew the information at the pubdc hearing to render a recommended on or a final decla on. Hourly Distribution (1) Ins Outs Adjusted Hourly Dist. (4) Ins Outs Ins r Total Project Trip 9 Outs de.R 12:00 AM 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM 7:00 AM 1:00 AM 2:00 AM 3:00 AM 4:00 AM 5:00 AM 6:00 AM 7:00 AM 8:00 AM 0.24% 0.12% 0.00% 0.00% 0.00% 0.12% 0.24% 1.34% 0.16% 0.08% 0.00% 0.00% 0.00% 0.08% 0.16% 0.85% 0.25% 0.12% 0.00% 0.00% 0.00% 0.12% 0.25% 1.36% 0.16% 0.08% 0.00% 0.00% 0.00% 0.08% 0.16% 0.88% 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 E 0 0 0 0 0 0 0 8:00 AM 9:00 AM 2.44% 1.55% 0.00% 0.00% F 0 0 0 9:00 AM 10:00 AM 4.39% 2.80% 4.47% 2.86% 0 0 0 10:00 AM 11:00 AM 6.82% 4.35% 6.95% 4.46% 0 0 0 11:00 AM 12:00 PM 10.12% 6.45% 10.30% 6.60% 0 0 0 12:00 PM 1:00 PM 9.44% 10.63% 9.61% 10.89% 129 138 267 1:00 PM 2:00 PM 8.77% 9.88% 8.93% 10.13% 120 128 248 2:00 PM 3:00 PM 8.49% 9.57% 8.65% 9.80% 116 124 240 3:00 PM 4:00 PM 8.30% 9.35% 8.45% 9.58% 114 121 235 4:00 PM 5:00 PM 8.68% 9.78% 8.84% 10.02% 119 127 245 5:00 PM 6:00 PM 8.77°0111. 9.261 129 117 2461. 6:00 PM 7:00 PM 7.55% 8.50% 7.68% 8.71% 103 110 213 7:00 PM 8:00 PM 5.76% 6.48% 5.86% 6.64% 79 84 163 8:00 PM 9:00 PM 4.15% 4.68% 4.23% 4.79% 57 61 117 9:00 PM 10:00 PM 2.74% 3.08% 2.79% 3.16% 37 40 77 10:00 PM 11:00 PM 1.04% 1.17% 1.06% 1.20% 14 15 29 11:00 PM 12:00 AM 0.47% 0.53% 0.48% 0.54% 6 7 13 Notes: Total Peak Total (5) Non Peak Total (6) Peak Difference (7) (1) (2) (3) (4) (5) (6) (7) (8) 100.00% 11.21% 88.79% 100.00% 11.44% 88.56% 100.00% 9.61% 90.39% -1.61% 100.00% 9.26% 90.74% -2.17% Hourly distribution derived from ITE Trip Generation 10th Edition Peak Hour volumes obtained from Trip Generation Calculations Adjusted Hourly Distribution for peak hours calculated using peak and daily trip generation Adjusted Hourly Distribution for non peak hours calculated by proportionally distributing the peak difference Peak Hour percentages Summation of all non peak hours Difference of PM peaks of ITE Hourly Distribution and the the peaks calculated using trip generation volumes Adjusted trips calculated with adjusted hourly distribution and daily trips K:\FTL_TPTO\043752001-Sabal Palm Village \calcs\Signal Warrant\Sabel Net New Trip Gen Distribution -Unadjusted RS.xls -21-10809 2/16/21 <te IEWCO' ' (2)(3) (2)(3) Approach Daily Total Applied to Peak Hour Pass -By Traffic Volumes NE 3rd Avenue and NE 54th Street Time Interval Pass -By Project Trips Outs Ins NBLj2 NBRj2 EBT(3) EBR(3) WBT(3) WBL(3) 20.0% 18.0% -18.0% 18.0% -20.0% 20.0% 12:00 AM 1:00 AM 0 0 0 0 0 0 1:00 AM 2:00 AM 0 0 0 0 0 0 2:00 AM 3:00 AM 0 0 0 0 0 0 3:00 AM 4:00 AM 0 0 0 0 0 0 4:00 AM 5:00 AM 0 0 0 0 0 0 5:00 AM 6:00 AM 0 0 0 0 0 0 6:00 AM 7:00 AM 0 0 0 0 0 0 7:00 AM 8:00 AM 0 0 0 0 0 0 8:00 AM 9:00 AM 0 0 0 0 0 0 9:00 AM 10:00 AM 0 0 0 0 0 0 10:00 AM 11:00 AM 0 0 0 0 0 0 11:00 AM 12:00 PM 0 0 0 0 0 0 12:00 PM 1:00 PM 28 25 -23 23 -26 26 1:00 PM 2:00 PM 26 23 -22 22 -24 24 2:00 PM 3:00 PM 25 22 -21 21 -23 23 3:00 PM 4:00 PM 24 22 -20 20 -23 23 4:00 PM 5:00 PM 25 23 -21 21 -24 24 5:00 PM 6:00 PM 23 21 -23 -26 26 6:00 PM 7:00 PM 22 20 -19 19 -21 21 7:00 PM 8:00 PM 17 15 -14 14 -16 16 8:00 PM 9:00 PM 12 11 -10 10 -11 11 9:00 PM 10:00 PM 8 7 -7 7 -7 7 10:00 PM 11:00 PM 3 3 -3 3 -3 3 11:00 PM 12:00 AM 1 1 -1 1 -1 1 Notes: (1) Peak Hour volumes obtained from Trip Generation Calculations (2) Trips calculated with Outs hourly distribution (3) Trips calculated with Ins hourly distribution K:\FTL_TPTO\043752001-Sabal Palm Village \talcs\Signal Warrant\Sabal Net New Trip Gen Distribution -Unadjusted RS.xls NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. (1) (1) PZ-21-10809 /16/21 4 PURL/ s.0 Pagone's Theorem Situation Approach Configuration Condition Reduction of right turns 1 Shared left/through right R > 0.7A Reduce R by 60 percent 0.7A>_ R > 0.35A Reduce R by 30 percent R<0.35A Reduce R by 20 percent 2 Exclusive left, shared through/right R >3T Reduce R by 60 percent 3T >_ R >_ T/3 Reduce R by 30 percent R < T/3 Reduce R by 20 percent 3 Any configuration with an exclusive right turn lane (usually >_ 600 feet long) Reduce R by 75 percent in all cases 4 Shared left/through and shared through/right R > (T+L) Reduce R by 65 percent L > (T+R) Use Situation 2 L=T=R(± 10 vehicles) ReduceRby40 percent L = T > 3R Reduce R by 20 percent R=T>3L Reduce R by 50 percent All other cases Reduce R by 30 percent 5 Exclusive left, exclusive through and shared through/right R>T Reduce R by 75 percent T >_ R >_ T/2 Reduce R by 50 percent T/2 >_ R > T/4 Reduce R by 30 percent R < T/4 Reduce R by 15 percent NOTICE This submittal needs to be scheduled fora puboc hearing In accorrlance whh timelines set forth in the City of Miami Code. The appLIca o decision -malting body NOR rodew the information at the pubec hearing to render a recommended on or a final decla on. PZ-21-10809 SEW 12/16/21 sN cO�Qv 4 PURL/ Hour Raw Existing 2021 TMCs Northbound (NE 3rd Avenue) Southbound (NE 3rd Avenue) Eastbound (NW 54th Street) Westbound (NW 54th Street) Major Street Highest Minor Start - End NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR 7:00 AM - 8:00 AM 44 2 52 16 1 35 19 427 12 19 224 8 709 98 8:00 AM - 9:00 AM 31 1 33 13 1 35 34 530 24 19 267 6 880 65 9:00 AM - 10:00 AM 22 1 40 10 0 20 17 445 17 15 339 2 835 63 10:00 AM - 11:00 AM 13 1 33 10 2 14 22 369 13 20 333 4 761 47 11:00 AM - 12:00 PM 21 3 34 15 1 21 20 336 18 25 329 6 734 58 12:00 PM - 1:00 PM 14 1 28 13 0 17 19 376 23 23 344 5 790 43 1:00 PM - 2:00 PM 22 1 34 12 2 24 24 413 18 29 402 7 893 57 2:00 PM - 3:00 PM 26 1 36 13 1 26 27 385 35 39 381 9 876 63 3:00 PM - 4:00 PM 29 0 34 5 1 21 36 447 37 40 502 13 1,075 63 4:00 PM - 5:00 PM 24 6 30 12 6 30 59 417 31 37 518 21 1,083 60 5:00 PM - 6:00 PM 25 2 40 16 3 37 50 455 40 41 498 14 1,098 67 6:00 PM - 7:00 PM 17 1 33 9 1 21 59 403 45 35 478 10 1,030 51 Hour Future Backg ound 2029 TMCs, PSCF = 1.06, Growth = 1 20%, Covid Adjustment = 1.03 Northbound (NE 3rd Avenue) Southbound (NE 3rd Avenue) Eastbound (NW 54th Street) Westbound (NW 54th Street) Major Street Highest Minor Start - End NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR 7:00 AM - 8:00 AM 53 2 62 19 1 42 23 513 14 23 269 10 852 118 8:00 AM - 9:00 AM 37 1 40 16 1 42 41 637 29 23 321 7 1,057 78 9:00 AM - 10:00 AM 26 1 48 12 0 24 20 534 20 18 407 2 1,003 76 10:00 AM - 11:00 AM 16 1 40 12 2 17 26 443 16 24 400 5 914 56 11:00 AM - 12:00 PM 25 4 41 18 1 25 24 404 22 30 395 7 882 70 12:00 PM - 1:00 PM 17 1 34 16 0 20 23 452 28 28 413 6 949 52 1:00 PM - 2:00 PM 26 1 41 14 2 29 29 496 22 35 483 8 1,073 68 2:00 PM - 3:00 PM 31 1 43 16 1 31 32 462 42 47 458 11 1,052 76 3:00 PM - 4:00 PM 35 0 41 6 1 25 43 537 44 48 603 16 1,291 76 4:00 PM - 5:00 PM 29 7 36 14 7 36 71 501 37 44 622 25 1,301 72 5:00 PM - 6:00 PM 30 2 48 19 4 44 60 547 48 49 598 17 1,319 80 6:00 PM - 7:00 PM 20 1 40 11 1 25 71 484 54 42 574 12 1,237 61 Hour Committed Development Traffic Northbound (NE 3rd Avenue) Southbound (NE 3rd Avenue) Eastbound (NW 54th Street) Westbound (NW 54th Street) Major Street Highest Minor Start - End NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR 7:00 AM - 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM - 9:00 AM 0 0 0 0 0 0 0 27 0 0 23 0 50 0 9:00 AM - 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 AM - 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 AM - 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM - 1:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 PM - 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 PM - 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 PM - 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 PM - 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM - 6:00 PM 0 0 0 0 0 0 0 4 0 0 6 0 10 0 6:00 PM - 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hour Project Traffic Northbound (NE 3rd Avenue) Southbound (NE 3rd Avenue) Eastbound (NW 54th Street) Westbound (NW 54th Street) Major Street Highest Minor Start - End NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR 7:00 AM - 8:00 AM 91 0 102 0 0 0 0 12 61 113 0 0 185 193 8:00 AM - 9:00 AM 136 0 152 0 0 0 0 21 113 209 0 0 344 288 9:00 AM - 10:00 AM 85 0 94 0 0 0 0 15 81 151 0 0 247 179 10:00 AM - 11:00 AM 98 0 109 0 0 0 0 19 101 187 0 0 306 207 11:00 AM - 12:00 PM 116 0 129 0 0 0 0 24 127 237 0 0 388 245 12:00 PM - 1:00 PM 173 0 193 0 0 0 0 23 122 227 0 0 373 366 1:00 PM - 2:00 PM 161 0 179 0 0 0 0 22 117 217 0 0 356 340 2:00 PM - 3:00 PM 166 0 185 0 0 0 0 23 123 228 0 0 375 350 3:00 PM - 4:00 PM 172 0 192 0 0 0 0 25 129 240 0 0 393 365 4:00 PM - 5:00 PM 189 0 211 0 0 0 0 28 149 277 0 0 454 399 5:00 PM - 6:00 PM 161 0 180 0 0 0 0 24 125 232 0 0 381 340 6:00 PM - 7:00 PM 150 0 167 0 0 0 0 24 126 234 0 0 383 317 Hour Pass -By Trip Northbound (NE 3rd Avenue) Southbound (NE 3rd Avenue) Eastbound (NW 54th Street) Westbound (NW 54th Street) Major Street Highest Minor Start - End NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR 7:00 AM - 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM - 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 AM - 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 AM - 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 AM - 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM - 1:00 PM 28 0 25 0 0 0 0 -23 23 -26 26 0 0 52 1:00 PM - 2:00 PM 26 0 23 0 0 0 0 -22 22 -24 24 0 0 49 2:00 PM - 3:00 PM 25 0 22 0 0 0 0 -21 21 -23 23 0 0 47 3:00 PM - 4:00 PM 24 0 22 0 0 0 0 -20 20 -23 23 0 0 46 4:00 PM - 5:00 PM 25 0 23 0 0 0 0 -21 21 -24 24 0 0 48 5:00 PM - 6:00 PM 23 0 21 0 0 0 0 -23 23 -26 26 0 0 44 6:00 PM - 7:00 PM 22 0 20 0 0 0 0 -19 19 -21 21 0 0 42 G 0 4- Q NOTICE This submittal needs to be scheduled bra public hearing In accorrlance whh Idmatinee set forth in the City of Miami Code. The appLIca o decision -malting body will rolew the information at the public hearing to render a recommended on or a final decla on. PZ-21-10809 12/16/21 sN EW c0 Hour Future Total 2021 TMCs Including Pagone's Reduction Northbound (NE 3rd Avenue) Southbound (NE 3rd Avenue) Eastbound (NW 54th Street) Westbound (NW 54th Street) Major Street Highest Minor Pagone's Reduction Major Street Highest Minor Start - End NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR 7:00 AM - 8:00 AM 144 2 164 19 1 42 23 524 75 136 269 10 1,037 310 60% 1,037 212 8:00 AM - 9:00 AM 173 1 191 16 1 42 41 685 142 232 344 7 1,451 366 60% 1,451 251 9:00 AM - 10:00 AM 111 1 142 12 0 24 20 550 101 169 407 2 1,250 255 60% 1,250 169 10:00 AM - 11:00 AM 113 1 149 12 2 17 26 462 116 211 400 5 1,220 263 60% 1,220 174 11:00 AM - 12:00 PM 141 4 170 18 1 25 24 428 149 267 395 7 1,270 314 60% 1,270 212 12:00 PM - 1:00 PM 218 1 252 16 0 20 23 452 173 229 439 6 1,322 470 60% 1,322 319 1:00 PM - 2:00 PM 213 1 243 14 2 29 29 497 160 228 507 8 1,428 457 60% 1,428 311 2:00 PM - 3:00 PM 222 1 250 16 1 31 32 465 186 252 481 11 1,427 473 60% 1,427 323 3:00 PM - 4:00 PM 232 0 255 6 1 25 43 541 194 265 626 16 1,685 487 60% 1,685 334 4:00 PM - 5:00 PM 243 7 269 14 7 36 71 508 208 297 646 25 1,755 519 60% 1,755 358 5:00 PM - 6:00 PM 214 2 249 19 4 44 60 551 196 256 630 17 1,710 465 60% 1,710 316 6:00 PM - 7:00 PM 192 1 226 11 1 25 71 489 198 255 595 12 1,620 420 60% 1,620 284 K:\FTL TPTO\043752001-Saba) Palm Village\calcs\Signal Warrant\Counts.xlsx NE 54th Street and NE 3rd Avenue TRAFFIC SIGNAL VOLUME WARRANT ANALYSIS INTERSECTION NAME: NE 54th Street and NE 3rd Avenue SCENARIO: Future (2029) Traffic with Project MAJOR STREET: NE 54th Street MINOR STREET: NE 3rd Avenue ISOLATED COMMUNITY WITH POPULATION LESS THAN 10,000 (Y OR N): 85TH PERCENTILE SPEED GREATER THAN 40 MPH ON MAJOR STREET (Y OR N): N N # OF APPROACH LANES: 6 # OF APPROACH LANES: 2 This submittal needs to be scheduled for a public hearing In accordance wth timelines set forth In the city of Miami Code. The apphw de decision -making bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-10809 12/16/21 MAJOR ST EASTBOUND/ WESTBOUND MINOR ST NORTHBOUND/ SOUTHBOUND WARRANT 1-A WARRANT 1-B COMBINATION OF WARRANT 1-A &1-B WARRANT 2 WARRANT 3 MAJOR STREET MINOR STREET BOTH MET MAJOR STREET MINOR STREET BOTH MET WARRANT 1-A WARRANT 1-B MAJOR STREET MINOR STREET BOTH MET MAJOR STREET MINOR STREET BOTH MET 600 200 900 100 480 160 720 80 THRESHOLD VALUES ► 04:00 AM TO 05:00 AM 05:00 AM TO 06:00 AM 06:00 AM TO 07:00 AM 07:00 AM TO 08:00 AM 1,037 212 Y Y Y Y Y Y Y Y Y Y Y Y Y 08:00 AM TO 09:00 AM 1,451 251 Y Y Y Y Y Y Y Y Y Y "Y Y Y Y 09:00 AM TO 10:00 AM 1,250 169 Y Y Y Y Y Y Y Y Y Y Y Y 10:00 AM TO 11:00 AM 1,220 174 Y Y Y Y Y Y Y Y Y Y 11:00 AM TO 12:00 PM 1,270 212 Y Y Y Y Y Y Y Y Y Y Y Y Y 12:00 PM TO 01:00 PM 1,322 319 Y Y Y Y Y Y Y Y Y Y Y Y Y Y 01:00 PM TO 02:00 PM 1,428 311 Y Y Y Y Y Y Y Y Y Y Y Y Y Y 02:00 PM TO 03:00 PM 1,427 323 Y Y Y Y Y Y Y Y Y Y Y Y Y Y 03:00 PM TO 04:00 PM 1,685 334 Y Y Y Y Y Y Y Y Y Y Y Y Y Y 04:00 PM TO 05:00 PM 1,755 358 Y Y Y Y Y Y Y Y Y Y Y Y Y Y 05:00 PM TO 06:00 PM 1,710 316 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y 06:00 PM TO 07:00 PM 1,620 284 Y Y Y Y Y Y Y Y Y Y I Y Y 07:00 PM TO 08:00 PM 17,175 3,263 10 12 12 12 12 8 8 HOURS NEEDED SATISFIED 8 HOURS NEEDED SATISFIED 8 HOURS OF BOTH WARR #1-A AND WARR #1-B NEEDED SATISFIED 4 HRS NEEDED SATISFIED 1 HR NEEDED SATISFIED WARRANT 1 -- Eight Hour Vehicular Volume WARRANT 2 -- Four Hour Vehicular Volume WARRANT 3 -- Peak Hour