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HomeMy WebLinkAboutSubmittal - Miguel Diaz De La Portilla - Traffic and Queing Analysis Report1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � X48 Submitted into the publi KSKEITH& SCHNARS 7 AT BLUE LAGOON -TRAFFIC AND QUEUING ANALYSIS Technical Memorandum July 23, 2018 C, aJ 0 4 r-1 ad Submitted into the public record for item(s) PZ -8 on 10/25/18, City Clerk 7 at Blue Lagoon Traffic and Queuing Analysis JULY 23, 2018 Engineer's Certification: I, Fadi Emil Nassar, certify that I currently hold an active Professional Engineer's License in the State of Florida and I am competent through educational experience to provide engineering services in the civil and traffic engineering disciplines contained in this report. i further certify that this report was prepared by me or under my responsible charge as defined in Chapter 61G15-18.001 F.A.C. and that all statements, conclusions and recommendations made herein are true and correct to my knowledge and ability, 11111irrrr�■ 7MIl. NAS��. Fadi Emil NassbFFPhD.� TOES: �..CI .f'f•.� \ w Date: �°11 f:1=7.1171 7 Professional Engineer State of Florida License No. 5144+6 KSKEITH<<: SCHNARS ENGINEERS I PLANNERS I SURVEYORS 6500 North Andrews Avenue I Ft. Lauderdale, Florida 33309-2132 (954) 775-1616 1 (800) 488-1255 1 Fax (954) 771-7690 1 www.KSFLA.com Certificate of Authorization #1337 �w K'SSCHNARS KEITH40 r Submitted into the public record for items) PZ -8 on 10 25 18, City Clerk MEMORANDUM TO: Alitza Warwar Weiss; Principai, Weiss Group of Companies COPIES TO: John P. Krane, P. E., Reith & Schnars Jose Luis Rodriguez, P.E., Keith & Schnars FROM: Fadi 'Emil 'Nassar, PhD., P.E., PTOE, Keith & Schnars DATE: July 13, 2018 SUBJECT: 7 at Blue Lagoon — Traffic and Queuing Analysis Keith & Schnars Project No. 18384.00 I. INTRODUCTION The purpose of this study is to evaluate the traffic impacts of the proposed 7 at Blue Lagoon project. The project site has an area of approximately 6.9 acres and is currently vacant. The site is generally hounded by Blue Lagoon on the north, NW 7 Street on the south, and on the east and west by several residential condo developments (see Figure 1). Due to concerns from the Blue Lagoon Condominiums regarding potential traffic impacts, a traffic study and fieid review were conducted to assess the existing conditions, and the impact associated with traffic from the Figury 9 ' Project Study Area proposed project. The proposed project will share the access at NW 4800 Block/NW 7 Street with the Blue Lagoon Condominiums. The existing access is two lanes with one exit lane and one entry lane at NW 7 Street. It remains two lanes until you approach the entry gate to Blue Lagoon Condominiums where an additional entry lane is provided (guests and residents) approximately 100 feet from the gate (one exit lane leaves the Blue Lagoon Condominiums gatehouse). ll. EXISTING TRAFFIC CONDITIONS Intersection Turning Movement Counts (TMC) were collected for the AM and PM peak hours (7:00 to 9:00 AM and 4:00 to 6:00 PM) at the following intersection: 1. 4800 Block/NW 7 Street intersection that provides access to Blue Lagoon Condominiums (signalized). Keith & Schnars 1 6500 North Andrews Avenue I Ft. Lauderdale. Florida 33309-2132 (954) 776-1616 1 (800) 488-12551 Fax (954) 771-7690 1 www.KSFLA.com Submitted into the public record for item(s) PZ.8 on 10/25/18, City Clerk 7 at Blue Lagoon hale and Queuing Study Keith & Schnars Project No. 18384.00 Jure+ 13.2018 In addition, three -days (72 hours) of two-way hose counts were collected at the NW 4868 Block access driveway that serves the Blue Lagoon Condominiums. (queue observations were also made during the peak periods at the southbound approach of the intersection of NW 7 StreeVNW 4804 Block and the guard house leading to the Blue Lagoon Condominiums to assess operating conditions and maximum queue lengths. The collected intersection counts adjusted for the peak season are summarized in Attachment A. Attachment A also includes the 2617 FDOT peak season adjustment factors as well as the historical traffic counts at two nearby FDOT count stations located on NW 7 Street and NW 57 Avenue that were used to estimate background traffic growth, The signal timing plans for the two signalized intersections are provided in Attachment B. Traffic counts show higher southbound traffic volumes exiting NW 4800 Block driveway in the AM peak hour, and higher northbound traffic volumes entering NW 4800 Block driveway in the PM peak hour. The AM peak hour occurred between 8:00 AM and 9:00 AM. During the AM peak hour, a total of 74 right turns and 78 left turns were counted at the southbound approach exiting the condominiums. The longest observed queue during the AM peak hour was 11 vehicles. The average queue per traffic cycle was 3.6 vehicles. The average and maximum queues are well within the storage length of the driveway. The intersection of NW 7 Street/NW 4800 Block was analyzed using HCM v6 module of SYNCHRO 10 that implements the latest Highway Capacity Manual (HCM) methodology. The analysis was based on existing volumes adjusted for the peak season. The analysis results indicate the intersection is operating at Level of Service (LOS) B in the AM peak hour and LOS A in the PM peak hour. For southbound traffic, the 9511 percentile queue at NW 4800 Block is 136 feet in the AM peak hour and 149 feet in the PM peak hour, well within the available storage length. The adopted roadway LOS along NW 7 Street is LOS E+20%. Therefore, the intersection is currently operating at an acceptable LOS and with reasonable queue lengths. II. EXISTING GATEHOUSE OPERATION AND QUEUES The Blue Lagoon Condominiums gatehouse operation was observed during the AM and PM peak periods on June 27, 2018, The gate operated with minimal queues and delays. The longest observed queue at the guard house occurred during the PM peak hour with 10 vehicles (6 residents and 4 guests) when a confused driver stopped short of the gate and slowed traffic while figuring out how to turn around. However, this 10 - car queue dissipated in only two minutes once the confused driver cleared the queue. On a couple of other occasions delays were caused when a car took about 5 minutes to clear the gate. No issues were observed during the AM peak hour except when a landscape truck had to wait to enter the development via the exit lane, likely because of the tight turning radius at the entry lanes. Queues were summarized in 0.5 -minute increments for the AM and PM peak hours, Over the Length of the entire AM peak hour the average queue for visitors was 0.2 vehicles and for residents was 0.1 vehicles; with the maximum queue extending to 4 vehicles (3 guests and 1 resident). Over the length of the PM peak hour, the average queue for visitors was 1.4 vehicles and for residents was 0.5 vehicles; with the maximum queue extending to 10 vehicles (6 residents and 4 guests), Gate observations indicated that visitors. especially Uber/Lift vehicles, were provided entry access within a relatively short time. The queue lengths are graphically represented for the AM and PM peak hours in Figures 2 and 3, respectively. _2_ KEITH SCHNARS Ill Am s Submitted into the public record for item(s) PZ -8 on 10 2518, City Clerk 7 at Blue Lagoon - Traffic and Queuing Study Keith 8 Schnars Project No. 48389.00 J& 13.2018 Vehicle Queue at Blue Lagoon Gate Entrance AM PEAK HOUR (8:00 to 9:00 PM) June 27, 2018 visitors (Average Queue): 0.2 vehicles Residents (Average Queue). 0.1 vehicles b I sa s w �dem Kr ro rags r--e.,--a A. Time -Time pNnim- �%WNt ��Fawd.m. AMY vbnmt +wsRa4w+. Figure 2 - AM Queue Length at the Gatehouse lu­ . w ___ -11.7-, __ _­_ _ ___ _ _ _ Ill. PROJECT TRIPS The proposed development consists of 888 residential apartment units and 294 hotel rooms. The trip generation was determined for daily (Table 1), AM peak -hour (Table 2) and PM peak -hour conditions (Table 3) based on the rates andlor formulas provided in the latest Institute of Transportation Engineers' (ITE) Trip Generation Manual, 90th Edition, 2097. ITE internalization rates among various land uses were used to estimate internal trips (see Attachment C). Furthermore, a 5% transit reduction was applied to external trips K5KEITH `>: SCHNARS -3- M i fl 1 1 J Submitted Into the public record for item(s) PZ -8 on 10125/18, City Clerk 7 at Blue Lagoon - Traffic and Queuing Study Keith & Schnars Project No 98384.00 July 13, 2018 considering ITE rates were generally developed for suburban areas, whereas Miami -Dade County has an extensive transit system. The project's estimated net external trips are 2,356 trips daily, 251 trips during the AM peak hour, and 213 trips during the PM peak hour, as shown in the fallowing tables. Table 1 laity Trip Generation 7 at Blue Lagoon Dai Trip Generation - Proposed Mixed Use - MuRi-tamiI +Hotel ITE Land ITE 10"' Edition Trip Two -Way Inbound Land Use Renally (i) units Use Code ITE Setting I Location (2) Generation Rate or Formula Trips 3 % Tri Residential Condo+}il-Rise B89 DaelBng Urots 222 Dense Mul�Use Urban In = 0.84 Ln[ < 1.61 1500 50.D% 750 Business Hotel 294 1 ROOM 312 1 General UrbanSuburban T � 2.90(%) +151.69 1 A04 50-0% 502 Total Trips before Internalization = 2'5414 50A% 1'252 Percent Internalisation (4)= 1.0% 24__[_0.f1% 2,480 1 12 50.0% 1,240 Sub -Total Transit Reduction 5 so% 124 56.0% fit TOTAL PROPOSED DEVELOPMENT TRIPS= 2356 50.096 1,178 Notes: (1) Development units as provided on Sheet A1.00 Rezoning Plans Subrrisskm {February 19. 2018) , prepared by Kotx Karp Architects. (2) texabon parameter, trip rale or trip formula as provided in ITE Trip Generation Manual, 10th Edition. (3) X = Number of Land Use Units. T = Number of Vehicle Trips (4) Internalization - External tip reduciotn due to internal interaction between land uses. Based on ITE internalizanon rates in Trip Generation 10th Edition. (5) Transit reduction tactor to account for transit passenger trips - Table 2 AM Peak -Hour Trip Generation 7 at Blue La oon AM Peak4lour Generation - Proposed Mixed Use - Multi -family + Hotel ITE Land ITE 10" Edition Trip Two -Way Inbound Land Use Density jt) 1irlb Use Code ITE Setting i Location (2) Generation bate or Formula Trips p (3)94 T Residential GondoMl,Rise BW Dwe1G Ur is 222 Dense Multi -Use Urban Ln 0.84 LD(X) • 0.65 157 12.6% Business Hotel 294 Roorras 312 General UrbanSuburban T = 0.3 +4.40 107 42.0% TotaI Trips before Internalization = 264 24.2% Percent Interna tizatlon(4)= 0.0% 1 0 1 0.6°ro Sub -Total 26424.2% Transit Reduction 5 5.0% 13 24:2% TOTAL PROPOSED DEVELOPMENT TRIPS = 251 24.2% Notes: (1) Development unit as provided on Stag A1.00 Rezoning Plans Submrss on (Februa(y 19. 2018) , prepared by Kob Karp Architects. (2) Location parameler, trip rale or * fommrla as provided in ITE Trip Generation Manual, 14th Edition. (3) X = Number of Land Use Units: T = Number of Veh ide Trips {4) hternatization - External trip reducioln due to internal Interaction between land uses- Based on ITE intemalizailon rates to Trip Generation 10th Edison. (5) Transit reduction facia to account for transit passenger trips - Table 3 PM Peak -Hour Trip Generation 7 at Blue Lagoon PM Peak -Hour Trip Generation ITE LandITE id° Edition Trip Two-way Inbound Land Use Density (1) Units Use Coda ITE Setting ;Location (2) Generation Rate or Formula Trips 2 3 % 7 Residential CondoMI-Rise 6$6 Dwellirq Units 222 Dense MulaUse Urban Ln = 6.81 Ln - 0.60 134 7D.D96 Business Hotel 294 Rooms 312 General Urban Suburban T = 6.32(Xp 94 55.0% Total Trips before Internalization = 728 50.0% Percent Internalization 4 � Sub-Total 224 64.3% Transit Reduction 5.0% 11 64-3'/6 TOTAL PROPOSED TRIPS 213 643% Notes. (i) De+eiopmenl units as provided on Sheet 1.00 Rezorong Plans subrrrssion (February 19.2016), "pared by Kobi Karp Archilecls (2) Location parameter, hip rase or trip formula as provided in ITE Trip Generation Manual, 16th Edition. (3) X = Number of Land Use Units: T = Number of Vehicle Trips (4) hlemalization - E><ternal trip raduciotn due to internal Interaction between tend uses. Based on ITE internalix Iop rates in Trip Generation 16th Edition (5) Transit reduction factor to account for transit passenger hips. �KEiTH� KS SCHNARS Outbound Outbound Outbound n 1 1 Ll .1111111 Submitted into the public record for item(s) PZ -8 on 10 25 18 City Clerk 7 at Blue Lagoon — Traffic and Queuing Study Keith & 5chnars Project No. 18384.00 July 13, 2018 IV. PROJECT TRIP DISTRIBUTION The proposed project land uses are residential/hotel and therefore the trip distribution associated with the project can be assumed similar to the Blue Lagoon Condominiums. The driveway at NW 4800 Block/NW 7 Street serves as the only access to the residential Blue Lagoon Condominiums. Based on the distribution of the existing traffic counts tolfrom the east and west, the project proposed inbound and outbound traffic was distributed for the AM and PM peak hours. Table 4 summarizes the trip distribution of the net external peak hour traffic from 7 at Blue Lagoon at the project's driveway. Table 4 7 at Slue lagoon - Project Trip Distribution Trip Distribution 2013 AM OUT 2015 2016 AM IN I NW 7 Street West of NW 43 Place #87-7052 PM GUT 27,000 27,000 I'm IN 27,500 4800 Bilk Exist Tips East (SEL) I West {SBR} Trips I East (WBR) 1 West (EBQ Tr4n East (SBL) West SBR Trips East1WBR) Wast (EBL) 4800 8 k Existing Trips 158 81 77 41 16 25 73 42 31 135 55 80 Existing Trip Distribution Percent 51% 49% 39% 61% 58% 42% 41% 59% Blur La n oral 190 97 93 61 24 37 76 44 32 137 56 91 Blue LagoonA800 Block 190 97 93 6124 37 76 44 32 137 56 81 Blue Lagoon -NW 47 Ave 0 0 0 0 0 0 0 _ 0 0 0 0 0 Total Trips (One Driveway) 1 348 178 170 102 40 62 149 84 63 272 ill 161 Total Trips Two Driveways) 348 178 170 102 40 62 149 $6 63 272 111 161 V. BACKGROUND TRAFFIC GROWTH For the purpose of this analysis, the construction of 7 at Blue Lagoon was anticipated to be completed in five years in 2023. A traffic background growth rate was estimated using historical traffic voiume data at FDOT's nearest count stations. The closest two count stations are Station #7052 located on NW 7 Street west of NW 43 Place, and Station #1189 located on NW 57 Avenue north of NW 7 Street. Both stations show decreasing traffic volumes between 2013 and 2017 as summarized in Table 5 and Figure 4; and therefore a minimum annual growth rate of 0.5% was assumed for this study. Table 5 7 at Blue Lagoon - compounded Annual Growth Rate at FDOT Count Stations Road Count Station Location Station 2013 2014 2015 2016 2017 Growth/Yr. NW 7 Street West of NW 43 Place #87-7052 31,500 27,000 27,000 27,500 27,500 -3.34% SW 57 Ave North of NW 7 Street #87-1189 40,000 39,000 37,000 r. 40,500 38,000 -1.27% Weighted Average Annual Growth Rate 71,500 65,000 64,000 68,000 65,500 -2.17% Use 0.5096 Figure 4 -Historical Growth- Traffic Volumes at FDOT Count Stations 45,000 40,000 35,000 30,000 25,000 20,000 2013 2014 2015 2016 2017 NW 7 Street - SW 57 Ave K,SKEITH& SCHNARS � KSIKEITH SCHNARS Submitted into the public record for item(s) PZ.8 on 10 2S 18, City Clerk 7 at Blue Lagoon - Traffic and Queuing Sludy Kedh & Schnars Project No. 18384.00 July 13, 2018 V. FUTURE CONDITIONS AT PROJECT BUILDOUT In order to facilitate traffic flow into and out of the access driveway when this project is built, it is proposed that the access driveway be widened to three lanes. An additional outbound lane would be constructed along the north -south part of the 4800 Block access driveway (southbound) so that there are separate left -turn and right -turn lanes at the intersection of NW 7 Street. Along the east -west portion of the access driveway an additional westbound lane towards the Blue Lagoon Condominium Gate House would be constructed. This new lane would provide access to the 7 at Blue Lagoon property and the Blue Lagoon Condominiums will ' have the same access as it does today with improved flow for resident traffic due to a longer approach lane. A traffic operational analysis for the AM and PM peak hours was conducted for project buildout conditions in 2023 using Synchrol0 to evaluate the intersection operation and SimTraffic10 to evaluate queuing. Total traffic volumes in 2023 consisted of the sum of existing traffic adjusted for the peak season, background traffic growth along NW 7 Street and new project traffic from the 7 at Blue Lagoon development. The analysis included the widened driveway configuration discussed above. 7 Street The intersection analysis indicates that the project access driveway and the intersection of NW will operate at an overall acceptable LOS C or better. Delays were computed using HCM v6 module of Synchro10 and the queues were estimated using the more accurate SimTraffic traffic micro -simulation that accounts for actual gaps in the traffic stream based on existing signal timing, phasing and cycle length. Table 6 provides a comparison of the intersection delays and LOS for existing and buildout conditions. For future conditions with the project, the southbound average delays at NIN 4800 Block (project driveway) are within one second when compared to existing conditions for tooth the AM and PM peak hours due to proposed driveway widening from two to three lanes. Table 7 shows the calculated queues at the project driveway for both 2018 and 2123 traffic conditions using SimTraffic traffic micro -simulation software. Figure 4 shows a snapshot of the traffic simulation. The calculated southbound queues at NW 4800 Block are reduced during the AM peals hour from 136 feet in 2018 ■ for the shared right -left lane, to 121 feet for the separate left -tura lane and 119 feet for the separate right -turn lane, During the PM peak hour, the queues are reduced from 149 feet for the shared lane to 131 feet for the left -turn lane and 83 feet for the right -turn lane. By providing exclusive left -turn and right -turn lanes queues are reduced because right -turning traffic can turn right on a red light and make use of gaps in traffic during the red phase. The Synchro and SimTraffic printed outputs for existing condition in 2018, buildout condition in 2023 and for the AM and PM peak hours are provided in Attachment D. � KSIKEITH SCHNARS Affil i 49 Submitted into the public record for item(s) PZ.8 on 1D 25 18 City Clerk 7 of Blue Lagoon - Traffic and Queuing Study Kedh 8 Schnars Project No, 18384.00 July 13, 2018 Tabie 6 7 at Slue Lagoon Intersection LOS & delays - Existing Conditions 2018 AM Peak Hour PM Peak Hour Intersection Total EB SNB NB sB Total EB WE N8 SB 4800 Block l NW 7 Street 1 18.3 I B I 17.8 1 B 118.0 I B I I 124.1 I C 1 8.8 I A 113.1 I B I 1.8 I A I I j 58.9 I E Intersection LOS & Delays - Future 2023 Conditions with Driveway Widening Notes: t Pink color highlight indicates failing LOS F Grey color highlight indicates non -exiting approaches Yellow color highlight indicates excessive delays outside equation validity as computed by HCM 2010 module Delays were computed using the HCM v6 Module of Synhcro 10. Table 7 7 at Blue Lagoon Turning Lane Queues - Existing Conditions in 2018 AM Peak Hour PM Peak Hour Intersection SBL SBR EBL SBL SBR EBL Veh FT Veh FT Vets FT Veh FT Veh I FT Veh 1 FT 4800 Block I IOW 7 Street 5.9 136.0 5.9136.D 2.0 46.0 1 6.5 149.0 6.5 149.0 4.3 100.0 4 I M . - Turning Lane Queues - Future 2023 Conditions with Driveway Widening Intersection AM Peak Hour PM Peak Hour Intersection Total EB I WB I Na SB Total EB WB NB SB Delay LOS Delay LOS Delay LOS Delay LOS Deiay LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay LOS 4840 Block 1 NW 7 Street 22.1 C 18.2 1 JE1 26.5 C 24.7 1 C 10.3 B 13.4 B 2.1 A 59.1 E Notes: t Pink color highlight indicates failing LOS F Grey color highlight indicates non -exiting approaches Yellow color highlight indicates excessive delays outside equation validity as computed by HCM 2010 module Delays were computed using the HCM v6 Module of Synhcro 10. Table 7 7 at Blue Lagoon Turning Lane Queues - Existing Conditions in 2018 AM Peak Hour PM Peak Hour Intersection SBL SBR EBL SBL SBR EBL Veh FT Veh FT Vets FT Veh FT Veh I FT Veh 1 FT 4800 Block I IOW 7 Street 5.9 136.0 5.9136.D 2.0 46.0 1 6.5 149.0 6.5 149.0 4.3 100.0 4 I M . - Turning Lane Queues - Future 2023 Conditions with Driveway Widening Intersection AM Peak Hour PM Peak Hour SBL SBR EBL SBL SBR EBL Veh FT Veh FT Veh 1 Fr Veh I FT Veh I FT Veh FT 4800 Block I NW 7 Street 5.3 121.0 5.2 119,0 3.2 74.0 5.7 131.0 3.6 83.0 6.2 143.0 Notes: Queuing analysis based on traffic micro -simulation using SimTraffic version 10. Average vehicle space in a queue assumed to occupy a length of 23 feet. KSIKEITH& SCHNARS -7- as 7 at blue Lagoon — Traffic and Queuing Study Keith 8 Schnars Project No, 18384.00 July 13. 2016 Submitted into the public record for item(s) P2.8 on 10/25/18, City Cleric 14w 7 Street 10 Figure 4 - SINTRAFFIC Traffic Simulation Snapshot VI. STUDY CONCLUSION 4800 Block Intersection Driveway The traffic and queuing analysis demonstrated that when 7 at Blue Lagoon is built as proposed, the NW 4800 Block access intersection will operate at an overall acceptable Las C or better in 2023 during both the AM and PM peak hours, Furthermore, when compared to the existing condition, it will operate with similar delays and shorter queues in 2023 during both the AM and PM peak hours due to the widening of this driveway to 3 lanes. Therefore, the construction of 7 at Blue Lagoon will not have a negative traffic impact on the operation of the driveway serving the Blue Lagoon Condominiums. Blue Lagoon Condominium Gate House Field observations indicated generally good operation and relatively short queues and wait times at the gatehouse serving the Blue Lagoon Condominiums. The only long queue at the gate was caused by one guest driver that mistakenly blocked the resident lane and tried to make a U-turn. Only a couple of times did the guest queue at the gate reach 5 or 5 cars and that occurred on two occasions when it took five minutes to process the guest vehicle at the guard house. The average queue length over the length of the PM peak hour was 1.4 vehicles for visitors and 0.5 for residents. Operation at the gate can be improved by better demarcating the guest and resident lanes, and by better managing guests when clearance to enter cannot be quickly obtained. By providing an additional inbound lane (westbound) along the east -west portion of the driveway to accommodate the 7 at Blue Lagoon traffic, the gate house traffic will have the same or better access than it does today. .. In conclusion, with the proposed improvements to the NW 4800 Block access driveway, the 7 at Blue Lagoon project will not have a negative traffic or queuing impact on the shared driveway at NW 4800 Block or the gate house that serves the Blue Lagoon Condominiums. -8- ' KEITH& KS SCHNARS 1 1 Submitted into the public record for item(s) PZ.8 on 10/25/18, City Clerk I ATTACHMENT A 1 Traffic Count Summary Mw 1 1 Submitted into the public record for item(s) Pt.8 on 14 2S IS City Clerk TABLE A-1 TMC #1- NW 7 Street & 4800 Block - Peak Hour Peak Season Volumes - We 6/27/18 Start Time AM Period - Adjusted Hourly Turning Movement Counts (vph) Southbound Westbound Northbound Right Thru Left Right Thru Left Right Thru Eastbound Right Right Thru I LeftTotal 07:00 AM 83 0 54 20 805 2 0 0 0 22 1,089 25 2,100 07:15 AM 84 0 58 21 838 2 0 0 ❑ 24 1,145 29 2,201 07:30 AM 82 0 70 14 870 3 0 0 0 18 1,128 20 2,205 07:45 AM 74 0 78 18 841 4 0 0 0 19 1,168 20 2,222 08:00 AM 74 1 1 78 15 1 854 5 1 0 0 0 20 1,152 24 2,223 AM Peak Hour 8.00 -9:00 AM Southbound Right ru a Right Westbound ru a Northbound Right ru a Right Eastbound ru UK - Total TMC Counts 74 1 78 15 854 5 0 0 0 20 1,152 24 2,223 Adjusted (PSCF) 77 1 81 16 888 5 0 0 0 21 1,198 25 2,312 PHF (mvmt) 0.69 0.25 0.72 1 0.54 0.93 0.42 0.00 0.00 0.00 0.71 0.89 0.75 0.96 PHF (approach) 1 0.89 45 1,186 1 0.00 2,597 04:45 PM 0.93 1 38 0.89 1,212 1 %Truck (DHT) 1 2.0% 1 2.0% 2.0% 1 2.0% 1 2.6% 1 20.0%1 2,0% 2.0% 2.0% 1 2.0% 3.51/o 2.0% 2.9% %Truck (DHT) 0 2.0% 39 1,216 1 2.00/. 1 1 2.0% 2.6% 1 2.0%j 3.3% 2.0% 2.9% PM Period - Adjusted Hourly Turning Movement Counts (vph) Start Time Southbound Westbound Northbound Eastbound Total Right ru a Right ru a Right ru a Right ru a 04:00 PM 41 0 42 38 1,212 4 0 0 0 55 1,110 60 2,562 04:15 PM 38 0 43 40 1,205 2 0 0 0 50 1,135 54 2,567 04:30 PM 33 1 40 47 1,188 2 0 0 0 45 1,186 55 2,597 04:45 PM 32 1 38 45 1,212 1 0 0 0 40 1,226 71 2,666 05.00 PM 30 1 1 1 40 53 1,236 1 0 0 0 39 1,216 77 2,693 PM Peak Hour Southbound Westbound Northbound Eastbound .5:00-6.00 PM Right Thru Left Right Thru Left Right Thru Left Right Th ru I LeftTotal TMC Counts 30 1 40 53 1,236 1 0 0 0 39 1,216 77 2,693 Adjusted (PSCF) 31 1 42 55 1,285 1 0 0 0 41 1,2.65 80 2,801 PHF 0.83 0.25 0.91 0.78 0.93 0.25 0.00 0.00 0.00 0.75 0.97 0.74 0.95 PHF (approach) 0.89 0.00 0.94 0.95 0.95 %Truck (DHT) 2.0% 2.0% 2.5% 1 2.0% 1 2.0% 1 2.0% 2.0% 2.0% 2.0% 1 2.0%j 2.0% 2.0% 2.0% %Truck (DHT) 2.0% 1 2.0% 2.0% 1 1 2.0% 1 12.02L M IMI M M i d f I' ll ! a ! ! l 7 at Blue Lagoon - 2018 AM Peak Hour Volumes Map - BN. I.aq on n -E xl�lh.yJ�N20N -I a III E Submitted into the public record for item(s) PZ.8 on 10/25/18 City Clerk 69an l.,-n�—II ng.AM2076 H"9 FE4 I Submitted into the public 7 at Blue Lagoon 2018 PM Peak Hour Volumes recon for item(s) Pz.s on 10/25/18, City Clerk Map -BWe. Llgo n{:Iping-PM1910 Hlue Lagoont zi aP��g+�'neuin K&S#EN s Submitted into the public record for item(s) Pi.B on IpI City Clerk 2017 PEAK SEASON FACTOR CATEGORY REPORT - REPORT TYPE: ALL CATEGORY: 8701 MIAMI-DADE SOUTH MQCF: 0.99 WEEK DATES SF PSCF = 1====01/01/2017 - 01/07/2017 _ T0.99 --------1.00- 2 01/08/2017 - 01/14/2017 1.01 1.02 3 01/15/2017 - 01/21/2017 1.02 1.03 4 01/22/2017 - 01/28/2017 1.01 1.02 5 01/29/2017 - 02/04/2017 1.01 1.02 6 * 02/05/2017 - - 02/11/2017 02/18/2017 1.00 0.99 1.01 1.00 7 * 8 02/12/2017 02/19/2017 - 02/25/2017 0.99 1.00 * 9 02/26/2017 - 03/04/2017 0.99 1.00 *10 03/05/2017 - 03/11/2017 0.99 1.00 ' *11 03/12/2017 - 03/18/2017 0.99 1.00 *12 03/19/2017 - 03/25/2017 0.99 1.00 *13 03/26/2017 - 04/01/2017 0.99 1.00 *14 *15 04/02/2017 - 04/09/2017 - 04/08/2017 04/15/2017 0.98 0.98 0.99 0.99 *16 04/16/2017 - 04/22/2017 0.98 0.99 *17 04/23/2017 - 04/29/2017 0.99 1.00 *18 04/30/2017 - 05/06/2017 0.99 1.00 *19 05/07/2017 - 05/13/2017 1.00 1.01 20 05/14/2017 - 05/20/2017 1.00 1.01 21 05/21/2017 - 05/27/2017 1.00 1.01 22 05/28/2017 - 06/03/2017 1.00 1.01 23 06/04/2017 - 06/10/2017 1.00 1.01 24 06/11/2017 - 06/17/2017 1.00 1.01 25 06/18/2017 - 06/24/2017 1.00 1.01 26 06/25/2017 - 07/01/2017 1.01 1.02 27 07/02/2017 - 07/08/2017 1.02 1.03 28 07/09/2017 - 07/15/2017 1.02 1.03 29 07/16/2017 - 07/22/2017 1.03 1.04 30 07/23/2017 - 07/29/2017 1.03 1.04 31 07/30/2017 - 08/05/2017 1.02 1.03 32 08/06/2017 - 08/12/2017 1.02 1.03 33 08/13/2017 - 08/19/2017 1.01 1.02 34 08/20/2017 - 08/26/2017 1.01 1.02 35 08/27/2017 - 09/02/2017 1.02 1.03 36 09/03/2017 - 09/09/2017 1.02 1.03 37 09/10/201.7 - 09/16/2017 1.03 1.04 ' 38 09/17/2017 - 09/23/2017 1.03 1.04 39 09/24/2017 - 09/30/2017 1.02 1.03 40 10/01/2017 - 10/07/2017 1.02 1.03 41 10/08/2017 - 10/14/201.7 1.01 1.02 42 10/15/2017 - 10/21/2017 1.00 1.01 43 10/22/2017 - 10/28/2017 1.00 1.01 44 10/29/2017 - 11/04/2017 1.01 1.02 45 11/05/2017 - 11/11/2017 1.01 1.02. 46 11/12/2017 - - 11/18/2017 11/25/2017 1.01 1.01 1.02 1.02 47 48 11/19/2017 11/26/2017 - 12/02/2017 1.00 1.01 49 12/03/2017 - 12/09/2017 1.00 1.01 50 12/10/2017 - 12/16/2017 0.99 1.00 1 51 12/17/2017 - 12/23/2017 0.99 1.00 52 12/24/2017 - 12/30/2017 1.01 1.02 53 12/31/2017 - 12/31/2017 1.02 1.03 * PEAK SEASON 02 -MAR -2018 15:35:06 830UPD 6_8701_PKSEASON.TXT t s W10- �1 Lr --14 9+ 9. L- t a s "` t_--� i= 4 i FLORIDA DEPARTMENT OF 'TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2017 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI -RADE SITE: 7052 - NW 7TH ST, 100 FT W OF NW 43RD PL YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR ---- 2017 ---------- 27500 F ------------ E 14000 ------------ W 13500 --------- 9.00 -------- 55.70 - 5.20 2015 27500 C E 14000 W 13500 9.00 56.10 5.20 2015 27000 F E 12500 W 14500 9.00 57.40 14.50 2014 27000 C E 12500 W 14500 9.00 59.30 14.50 2013 31500 F E 16000 W 15500 9.00 58.90 2.30 2012 31500 C E 16000 W 15500 9.00 59.70 2.30 2011 35000 F E 15500 W 18500 9.00 58.20 4.50 2010 35000 C E 16500 W 18500 7.87 58.27 3.30 2009 36500 C E 18500 W 18000 7.98 59.96 5.20 li I I 1 i k I 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; 5 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES Submitted into the public record for items) PZ.8 on 10/25/18, City Clerk FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2017 HISTORICAL AADT REPORT COUNTY: 87 - MIAMI-DADE SITE: 1189 - SR 959/RED RD/SW 57 ACJ, 200` N NW 7 ST YEAR AADT DIRECTION 1 DIRECTION 2 2017 38000 C N - 18500 S 19500 2016 40500 C N 20000 S 20500 2015 37000 C N 17000 S 20000 2014 39000 C N 20000 S 19000 2013 40000 C N 21000 S 19000 2012 41000 C N 20500 S 20500 2011 40000 C N 20500 S 19500 2010 38500 C N 20000 5 18500 2009 41000 C N 20000 S 21000 2008 41500 C N 21000 S 20500 2007 43500 C N 21500 S 22000 2006 42000 C N 21500 S 20500 2005 38000 C N 19000 S 19000 2004 37500 C N 19000 S 18500 2003 40000 C N 20500 S 19500 2002 43500 C N 21500 S 22000 I 1 t I i t L r *K FACTOR D FACTOR T FACTOR 9.00 55.70 5.20 9.00 56.10 3.60 9.00 57.40 3.80 9.00 59.30 3.70 9.00 58.90 2.80 9.00 59.70 2.50 9.00 58.20 3.80 7.87 58.27 3.30 7.98 59.96 3.40 8.07 66.31 3.10 7.90 63.12 3.70 7.39 58.66 5.40 7.70 65.70 7.10 8.20 67.10 7.10 8.10 72.30 3.40 9.20 68.00 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 Submitted into the public record for item(s) PZ.8 on 10 Z5 18 City Clerk 1 1 1 1 1 Submitted into the public record for itern[s] P2.8 on 1d 25 18, City Clerk A TTA CHMEN T B Signal Timing Sheets i i 1 it t 1 1 1 1 1 L 1 ! i 1 1 12---6-8 Min Initial_ TOD Schedule Report Veh Print bate: -2-6-8 Max for 6443: NW 7 St@,NW 4800 8!k Print Time: 5/2212018 Si. 6:33 PM 1 2 QD 1 T4D- Active_ Ate. Asset Intersection Schedule On Mndc MR 9 cycle, Offset Seton¢ P]aseRank Maximum 6443 NW 7 St@NW 4800 Blk DOW -3 NIA 0 0 N/A 0 Max 0 PIf l Sn{iEs flu PH 3 f'll 4 15 P13 G i 7 PK 8 EBL EBL WBT - - - EBT - SBT 0 0 0 0 0 0 0 0 0 2 jl�. 4<11111111111111111111111 10 - I 10 Phase Atwk Phase Bank Don't Walk 12---6-8 Min Initial_ External Permit 1 Veh Ext -2-6-8 Max Limit Max 2 Yellow Si. 1 2 3 1 2 3 1 2 3 l 2 3 1 2 3 l 2 3 1 EBL 0 - 0 - 0 0 - 0 - 0 5 - 5 - 5 2 - 2 - 2 10 - 10 - 10 15 - 15 - 15 4.4 2 2 WBT ❑ - 0- 0 0- 0 - ❑ 16- 16- 16 1 -1 - 1 18- 18- 18 0 -45-40 4.4 2 3- 0 - 0 0- 0 - 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 ❑ 4- 0 - 0 0- 0 - 0 0- 0- 0 0- 0 - 0 0- 0- 0 0- 0- 0 0 0 5- 0- 0- 0 0- 0- 0 0- 0- 0 0- 0 - 0 1 0- 0- 0 1 0- 0 00 0 6 EBT 0 - 0 - 0 0 - 0 - 0 16- 16 - 16 1 - 1 - 1 118- 18 - 18 1 0 - 45 - 40 4.4 2 7- 0- 07 0 0- 0- 0 0- 0- 0 0- 13.5 0 - 0 1 0- ❑- D 1 0- 0- 01 0 0 8 SBT 7 - 7 - 7 14- 14 - 14 7 - 7 - 7 -2.5 - 2.5120 - 20 - 20 63 - 45 - 501 4 2.B Page 1 of 2 Last In Service Date: unknown Permitted Phases 12345678 Default 12---6-8 External Permit 0 External Permit 1 -2-45-8 External Permit 2 -2-6-8 Submitted into the public record for item(s) PZ.8 on 113 25 18, City Clerk TOD Schedule Report Print Date: for 6443: NW 7 St@a NW 4800 Blk Print Time: 512212018 6:33 PM QMrrqnt TOD Schedule J -4n Cycle 1 EBL 2 WST Green Time 3 4 5 - - - 6 FB`1 7 - a SBT Einci Offset Offset 1 70 7 20 0 0 33 0 24 0 41 3 90 7 35 0 Q 0 48 0 29 0 2 4 7 2200 27 0 38 0 Z4 0 56 5 70 6 20 0 6 170 7 87 0 0 0 100 0 57 0 11 120 6 5 0 68 0. 39 D 89 180 7 115 0 0 0 128 0 39 0 1 170 5 92 0 0 0 103 0 54 0 119 12 160 6 56 0 0 0 7 fig 0 54 14 150 6 81 0 0 0 44 34 1 45 C 64 17 100 6 51 0 0 0 3 24 0 Current Time of Day Function Time Functig1] 0000 TOD OUTPUTS 0600 VEH MAX RECALL 0630 VEH MAX RECALL $91ting Day of Week -------- SuM T VII Thl' S 8------ M T W ThF M T W ThF No Calendar Defined/Enabled Local Time of Day Function Time Function 0000 TOD OUTPUTS 0600 VEH MAX RECALL 0630 VEH MAX RECALL Page 2 of 2 Local TOD Schedule Time Plan 0000 Free 0230 Free 0330 Free 0500 Free 0530 8 0600 3 0900 8 0930 10 1100 10 1130 12 1245 6 1400 9 1830 5 2000 14 2100 15 2200 17 Settings' Day of Week_ ---- Su M T W Th F S 8 M T W ThF -- -- M T W ThF DOW SuMTWThF S MTWThF Su S MTWThF MTWThF MTWThF Su S MTWThF Su S MTWThF MTWThF MTWThF Su S MTWThF SuMTWThF S MTWThF " Settings Blank - FREE - Phase Bank 1, Max 1 Blank - Plan - Phase Bank 1, Max 2 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 Submitted into the public record for item(s) PZ.8 on 10/2511 , City Clerk I I I Isell mossom small movelloollesmill moiling III I III I logo I lossI IN somilim IN I momillloss mill III- milli ISubmitted into the publicrecord for item(s) RZ.8on 19JL5J18, City Clerk SIGNAL HEAD & SIGN DETAILS ,�- o©9 16 o Doe MA Nn 650-1-131 ITEM »u 650-1-,s1 .3- 0 1- REDu1RE6 LU19 SAKI ES WAY ], N 5d AV w ST 03-,5 ITEM MO. X10—+6-, rMi N - N I 0. 700-.6-, r RECunEp 1- rotar.rRro Nw 50 AV 93-1% TMK w Too-ae-, 1 - 14Gu1R€P a] Submitted into the public record for item(s) PZ.8 on 10/25/1 City Clerk 0 ICc'saT� ,r1 JINN 2 2 C� 7RAF4" IIEM MD p5V-1_131 � 2.- REf%14Fn 40' INf�5 0 -SS AND UTLITT CASEMENT PER D;R.S. 1 994, PAGE 327 17M NO. 6SS-171 Moon CIt- AIAL ORERATIMI- PLAN 2 - REIMP a 2 - RIMMUD + 01 02 03 �,Yj14TRtHLEFt ©PERAl1ON5 . '. IM {eat B1Si[ai ivlwr •.a ..++.e.n n,nw s ,.�..a. . Ywasni . 1. 4CLn/LMnMprF S. 'SlidClbn Mw+. b 2 •w a46�1 — NOTES 1,"1, 64R.Pr[C1M ipm t�gsIn , TM 3/15 462 5125 2. S_IMm ger Rw.'# tall�e 5i..e Mauls TO 305-222-7652 ,n' E L'^ ITY EASEMENT LUIS SABINES WAY (NW 7 l40-7-Ip.� r- R/W UNE R3 -SA STOP 2_6• +e1LDw ,a- TEuow �- Ex+sT syTu 5�OW TYPJ i wsrxu ,n.-7 NOTE' CCR41DU17 SHALL BE INSTALLED By THE OlRECT10NAL BORE METHOD AT THIS INTERSECTION -R3-5A STOP/RTO NW 7 ST AND NW 4800 9LQC'C INTERSECTfON LI No. $443 MtrS1N,1 12- _ FILE NO. u 'I Submitted into the public record for item(s) RZ.8 on 10/25/18 City Clerk A TTACHMENT C Project Trip Generation and Internalization �1 0 pr 6 Submitted into the public record for item{s] PZ.8 on 1025 18, City Clerk Table C-1 Daily Trop Generation l at Ethic Lannon Density Land Use (1 D ily Trip Generation • Proposed Mixed Use - Multi -family + Hotel ITE Land ITE Setting f Location ITE 10i Edition Trip Generation Units Use Code (2) Generation Rate or Formula 2 3 Trips Inbound °� Tris Outbound , Trips l0 Residential CondolHI-Rise 888 Dwelling Unitsl 222 Dense Multi -Use Urban Ln(T) = 0.84 Ln(X) + 1.61 1,500 50.0% 750 50.0% 750 Business Hotel 294 Rooms 312 General Urban/Suburban_ T = 2.90(X) +151.69 1.004 50.0% 502 50.095 502 Total Trips before Internalization = 294 Rooms 3t2 General Urhan]Suburban 2,504 50.0% 1,252 1 50.095 1.252 Percent Internalization (4) = 1.0"/0 45-0% 42 Total Trips before Internalization = 24 0.0% 12 0.0% 12 _ Sub -Total Percent Internalization (4) = 0.0% 82 Percent internalization = 2.480 50.0% 1,240 50.0% 1,240 Transit Reduction 5 5.0% 2 50.0% 2 124 50.0% fit 50.0% 62 TOTAL PROPOSED DEVELOPMENT TRIPS = Transit Reduction (5) 5.0% 144 2,356 50.0% 1,178 50.095 1,178 Notes: (1) Development units as provided on Sheet A 1.00 Rezoning Plans Submission (February 19, 2018). prepared by Kobi Karp Architects. (2) Location parameter, trip rate or trip formula as provided in ITE Trip Generation Manual, 10th Edition. (3) X = Number of Land Use Units; T = Number of Vehicle Trips (4) Internalization - External trip reduciotn due to internal Interaction between land uses Based on ITE intemalizaiton rates in Trip Generation 10th Edition. (5) Transit reduction factor to account for transit passenger trips. Table C-2 AM Peak -Hour Trip Generation 7 at Blue La oan Notes; (1) Development units as provided on Sheol A 1.00 Retuning Plans Submission (February 19. 2018) , prepared by Kobi Karp Architects. (2) Location parameter. trip rate or trip formula as provided in ITE Trip Generation Manual, 10th Edition. (3) X = Number of Land Use Units; T = Number of Vehicle Trips (4) Intemalization - External trip reduciotn due to intemal Interaction between land uses. Based on ITE intefnalizaiton rates in Trip Generation 10th Edition. (5) Transit reduction factor to account for transit passenger trips. Table C-3 PM Peak -Hour Trip Generation 7 at Blue Lacioon AM Peak -Hour Generation - Proposed Mixed Use - Multi -family + Hotel PM Peak -Hour Trip Generation Land Use Density (1) Units ITE Land Use Code ITE Setting l Location (z) ITE 101" Edition Trip Generation Rate or Formula 2 3 Two -Way Tris P Inbound % Tris Outbound % Tri s Residential CondolHI-Rise 888 Dwelling Units 222 Dense Mufti -Use Urban Ln(T)= 0.84 Ln(X) - 0 65 157 12.0% 19 88.0% 138 Business Hotel 294 Rooms 3t2 General Urhan]Suburban T = 0.35 X +4.40 107 42.0° 45 58.0°! 62 Total Trips before Internalization = 45-0% 42 Total Trips before Internalization = 264 24.2% 64 75.8% 200 Percent Internalization (4) = 0.0% 82 Percent internalization = 0 0.0% 0 00% 0 Sub -Total 2 50.0% 2 Sub -Total 264 24.2° 64 ±5 8% 200 Transit Reduction (5) 5.0% 144 35.7% 80 13 24 2% 3 758% 10 TOTAL PROPOSED DEVELOPMENT TRIPS = 11 64.3% 7 251 24.2% 61 1 75.8% 190 Notes; (1) Development units as provided on Sheol A 1.00 Retuning Plans Submission (February 19. 2018) , prepared by Kobi Karp Architects. (2) Location parameter. trip rate or trip formula as provided in ITE Trip Generation Manual, 10th Edition. (3) X = Number of Land Use Units; T = Number of Vehicle Trips (4) Intemalization - External trip reduciotn due to intemal Interaction between land uses. Based on ITE intefnalizaiton rates in Trip Generation 10th Edition. (5) Transit reduction factor to account for transit passenger trips. Table C-3 PM Peak -Hour Trip Generation 7 at Blue Lacioon Notes: (1) Development units as provided on Sheet A 1.00 Rezoning Plans Submission (February 19, 20 18) , prepared by Kobi Karp Architects. (2) Location parameter, trip rate or trip formula as provided in ITE Trip Generation Manual, 10th Edition (3) X = Number of Land Use Units; T = Number of Vehicle Trips (4) Intemalizaton - External trip reduclotn due to internal Interaction between land uses. Based on ITE intemalizaiton rates in Trip Generation 10th Edition. ' (6) Transit reduction factor to account for transit passenger trips. PM Peak -Hour Trip Generation Land Use Density (1) Units ITE Land Use Cade ITE Setting l Location (2) ITE 101` Edition Trip Generation Rate or Formula 2 3 Two -Way, Trips Inbound °Ia Tris Outbound % Trips Residential Condoil11-Rise 888 Dwelling Units 222 Dense Multi -Use Urban Ln(T) = 0.81 Ln(X) - 0 60 134 70.0010 94 30.0% 40 Business Hotel 294 Rooms 312 General Urban/Suburban T = 0-32(X) 94 55.0% 52 45-0% 42 Total Trips before Internalization = 228 64.010 146 36.0% 82 Percent internalization = 1.8% 4 50.0% 2 50.0% 2 Sub -Total 224 64.a% 144 35.7% 80 Transit Reduction 5,0% 11 64.3% 7 35.7% 4 TOTAL PROPOSED TRIPS 213 1 64.3% 1 137 35.7% 76 Notes: (1) Development units as provided on Sheet A 1.00 Rezoning Plans Submission (February 19, 20 18) , prepared by Kobi Karp Architects. (2) Location parameter, trip rate or trip formula as provided in ITE Trip Generation Manual, 10th Edition (3) X = Number of Land Use Units; T = Number of Vehicle Trips (4) Intemalizaton - External trip reduclotn due to internal Interaction between land uses. Based on ITE intemalizaiton rates in Trip Generation 10th Edition. ' (6) Transit reduction factor to account for transit passenger trips. �i 1► fl fr ► i4 i i 1 I t Submitted into the public record for item(s) PZ.$ on IgLZSLis City Clerk Figure D-1 Daily Trip Generation Internalization Matrix 7 at Blue Lagoon Analyst .JLR Projeot Name 7 as Btus Loge Doh 05F06116 Tr me Period AM Peak Hour E0 ra Erlanrel T44 714 Ems F+om Eelr..+er ITE LU Code 222 Avg Galan ace] Size 666 Dwelling Unite 0 ."MmrM BMa�cM pemam! Total 1 Internal External I t% 5 1 1,500 ix 1,188 2% 11 1 t 6X 30 1❑❑% D.S% 99. OamnH 8arurcrd bnmene /// 0 Avg Bslan / G4nrar�d f/ i� Balxrreed ��fiarr9sd al oearww Avg B�alan❑a'cel © �J aManead o% a Chmend LAW USE B Business Hotel ITE LU Code 312 Size 294 Rooms iTE LU Code Size Total Internal External Enter 502 6 496 Exit 502 6 496 Total 1,004 12 992 1,240. 1❑0%6 1.2% 9e. t1% 0 f.�nror.d 9atir1[Ld TMS 0 D% 0 D—d � 0 SrrKw 28%j Sal \�[ r�.m.nd LAND USE Czx Ba r rad �East Ia —E—rfe�m�N IJ Enl rFl E -t- Lnamrrd BMexM ikmar�d 'Jemsxf 8alar�crd DameM —Al TOIDv FAO YI 11 T 149 r19V91 APINFNT LAND USE D E+wr Finrn Eatamal 49ti 1% E+A M E+nmN RE LU Code Size iTE LU Code Size Total Internal External Enter Total Intemal Extemal Enter Total 0 0 €xit 100% ❑ ❑ Total 01 01 ❑ % 100%6 1,240. Lnamrrd BMexM ikmar�d 'Jemsxf 8alar�crd DameM —Al TOIDv FAO YI 11 T 149 r19V91 APINFNT LAND USE D E+wr Finrn Eatamal 49ti 1% E+A M E+nmN RE LU Code Size al Total Internal External Enter 0 Exit ❑ Total 0 0 0 % 100% EnrN From Enamor i� i� ET4 to 600 -al Wasp INTERNAL CAPTWM 'Source: ln5&vte of Traespodaean Engineers (ITE) Trip Generafrvn. kith EYrrion. ' Uncanstrerred rnfamal rnp capture rates 0afarned lmm'i ap irlfemaNZ040n m MLOM-Use 1.4% D6+nefaprxMs', BDK84-477- fo, Final Report prepared for Flondde Department of Trensportabon Caner ler Transpartahon Research. Apni 2014. Tables ES -1 to ES -4, pin arid vw USP Urban , fine Aftachrnenll al Business Hotst 0 4 TOTAL Enter 744 496 0. 0 1,240 Exit EAI Exiby 714 496 0 0 1,240. Total 1,486 492 0 0 2,460 8ingls-IJae Trip Gen, Est. 1,500 1,004 4 0 2,504 1 ► r ► li I► Ii t Submitted into the public record for item(s) PZ.8 Figure C-2 on 1U Z5 18 City Clerk AM Peak Hour Trip Generation Internalization Matrix 7 at Blue Lagoon Anstot JLR Project Name 7 at Blur Lagoon Date o5Po9rte Time Poriad AM Peak Hour LAND USE A R"W*AtW CondaMl-Rise LAND USE B Busies" 140M gx o n..rw�a ITE LU Cade 222 Ox 6 � 9anreM ABela�nsee] 21 0 ITE: LU Code 712 ENL 0 Total Size Bee Dwelling Units L�^ "! o.,a.rd 1 Size 284 Rooms Total 6dre Eeemr 307 0 awr.rd External 9.r+nc+a t1x D Single-Usii Trip Gert. Eat Total Intemai External Enrrrirom Extarnd Total Internal 138 Enter 191 D —0%L0 19 Enter 45 0 45 Exit 138 0 138 Exit 62 0 6E i9 Yutal 157 0 157 -10 Q%j 0 Total ID71 01 16? C £m.rFro,O E.t—. % 10676 0:®46 160. ^"""f D-4 % 1Dp96 0-0%1 1:00,095 E.r 1. L.rl mer O54 0 0%L 0 Avg Balan D—d D—d 0 ceU Synd Srrnevd D% 0 tHL D D.—W gx o n..rw�a 9% 6 [+--d Or`mene Total Ox 6 � 9anreM �A-v-g —ea-lla��nacs] 9el.ne.d 21 0 B.R—.d 9711 0 ENL 0 Total O%4 0 cw �e Dwr..na oem�ard 1 0 200 Total FS7 307 0 6r.nc.d 264 rEei!!c £rl..ny Enrer rswn £.ferny lex 17 Ox ff I arr.rr.a LAND USE C E;=LAND USED 0 FTE LU Code Size eI Total Internal I External Enter Exit 21 0 Exit 0 0 0 Total 01 D % 100%1 1 NET EXTERNAL TRIPS FOR MULTIUSE DEVELOPMENT lox D D. nrna BNe+c.a LWrarxf C+a+rrnd flaferxrd D—d rTE LU Code 0 Size 0 0 eI Total I Internal I External Enter 0 01 0 Exit 0 01 0 Total 0 0 % IOD% OF 0 �brnand 9y.nred 0% 0 [s.ewry Error F��n��--m'--E�-rr.rnN 0 E.r !9 EifemY NOW, trT£RYAL CAPTDRE ' Soome.' Inshnule W Tnensporfabon Ervrwrs (rTE) Trip Ganeration, IOfh Edfoon. 0.0% ' UMMadm`MG' OMW mp capture rues obfarned hum "f np InferneSSeAOn In Muir -use OT Tranaporlion fd BDK84-977-I0, Feral Repannl for Roddda Dsper&wnf Dirvvlopnwnfs', pperu 8y USF Center for Urban Transporfabon Raserrcm, AAAI 2014, Tabs ES -1 b ESA, pp 4 and vld Is" Aftchmenfl. eI Business D Hotel g TOTAL Enter 19 45 0 0 84 Exit 138 62 0 0 200 Total FS7 307 0 0 264 Single-Usii Trip Gert. Eat 157 107 0 0 794 �► � E ! L t � i ! 1 Submitted into the public record for item(s) PZ.8 on 10/21;118 Cit Clerk C-2 r F Figure PM Peak Hour Trip Generation Internalization Matrix 7 at Blue Lagoon Analyst J- LR Project Name 7 at Blue Lagoon Dais o5 tis Time Period PM Peak Hour LAND USE A Residerrtlai Condo4Hl-Rise LAND USE B Businass Hotel D.—d a.mw % 104,% 1.596 96.5 Avg Balanace) iwrwe ^salrtiec Camaro 0-=a]L. N 1 Halrrua ®° v% D D.mw+a Avg Balance) o D% o- orrnrid LAND USE C O ZZaelrr+crla €rr t. E.frrd IJ EMr m— E.rrn r ITE LU Code We airs LU Code 222 Enter D D Exn Stere M E>wreYfng Units Ed ra Ex r.rrw ID0% Total internal 4xternal 39 Eller 94 1 93 % Exit 40 1 39 93 Total 134 2 132 E+war From E�terrw D.—d a.mw % 104,% 1.596 96.5 Avg Balanace) iwrwe ^salrtiec Camaro 0-=a]L. N 1 Halrrua ®° v% D D.mw+a Avg Balance) o D% o- orrnrid LAND USE C O ZZaelrr+crla €rr t. E.frrd IJ EMr m— E.rrn r D—W Avg 9alan ownsw G1 D DamrM Drrwld eaexacea D."" F o Q% D Qemerd 64arKVC DImv19 al YID Me C/ U 11 T raF n9VFI r7PYFNT ITE LU Code We 312 294 Total internal External Enter D D Exn 0 0 Total a tl 0 % ID0% D—W Avg 9alan ownsw G1 D DamrM Drrwld eaexacea D."" F o Q% D Qemerd 64arKVC DImv19 al YID Me C/ U 11 T raF n9VFI r7PYFNT 0% 0 0 » D% D 0% tl wmwn D..rry ar K.d LANE? USED 0 51 41 &1 0. ENwnaf ITE LU Code Sire 312 294 Rooms Enter Total Internal External Enter 52 1 51 Exit 4I. 1 41 Total 94 2 92 % 100% 2.196 97.994 0% 0 0 » D% D 0% tl wmwn D..rry ar K.d LANE? USED 0 51 41 &1 0. ENwnaf Erf.r Fromm f✓fra.� 1— F E+t M Eo --df caI.-I llQ144: arTERMU CAPrWff ' Source: lnstlnrte of Transporfabon 6igirroors 0TE) THP Gerwmfo0rr 70th Ed dOr? 1.8% � UrreonsfrarnedinlemUNip capture rales obtained lrom "frsa Generation hlaMbook, 3rd Edmhn. fosMi cm of Transportation Engineers, September 2017. ITE LU Code 0 _ Sire 0 a.r , NOW Tota! Internal External Enter D 0 0 Exit 0 4 0 Total 0 0 % 100% Erf.r Fromm f✓fra.� 1— F E+t M Eo --df caI.-I llQ144: arTERMU CAPrWff ' Source: lnstlnrte of Transporfabon 6igirroors 0TE) THP Gerwmfo0rr 70th Ed dOr? 1.8% � UrreonsfrarnedinlemUNip capture rales obtained lrom "frsa Generation hlaMbook, 3rd Edmhn. fosMi cm of Transportation Engineers, September 2017. a.r , NOW a o TOTAL Enter 93 51 0 0 144 Exit 39 41 _ _ 0 0 SD Total 132 93 D D - 124 Bingle -Use Trip Gen. Est. 134 94 D 0 226 Submitted into the public record for itern(s) P2.8 ' on 10/25/18, City Clerk 1 � ATTACHMENT D � Synchro and SimTraffic Analysis Results 1 1 1 r 1 1 1 1 1 Submitted into the public record for item(s) PZ.8 on 10/25/18 City Clerk HCM 6th Signalized Intersection Summary 2: NW 7 Street & NW 4800 Blk 0710512018 ,,* __a, F 4,' �► EBL EBT WBT WBR SBL SBR Lane Configurations Vi Tt 0 6 - - Y 54.0 Traffic Volume (vehlh) 25 1198 888 16 81 77 Future Volume (vehlh) 25 1198 888 16 81 77 Initial Q (Qb), veh 0 0 0 0 0 0 Ped -Bike Adj(A._pbT) 1-00 Intersection Summa 1.00 1.00 1-00 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, vehlhlin 1870 1870 1870 1870 1900 1900 Adj Flow Rate, vehlh 27 1302 965 17 88 84 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 0 0 Cap, vehlh 272 1880 1538 27 284 271 Arrive On Green 0.03 0.53 0.57 0.57 0.33 0.33 Sat Flow, vehlh 1781 3647 3666 63 868 829 Grp Volume(v), vehlh 27 1302 480 502 173 0 Grp Sat Flow(s),vehlhlln 1781 1777 1777 1859 1707 0 D Serve(g_s), s 0.7 24.5 16.2 16.2 6.8 0.0 Cycle Q Clear(g_c), s 0.7 24.5 16.2 16.2 6.8 0.0 Prop In Lane 1.00 0.03 0.51 0.49 Lane Grp Cap(c), vehlh 272 1880 765 800 558 0 VIC Ratio(X) 0.10 0.69 0.63 0.63 0.31 0.00 Avail Cap(c_a), vehlh 354 1880 765 800 558 0 HCM Platoon Ratio 1.00 1-00 1.33 1.33 1.00 1.00 Upstream Filter(l) 1.00 1.00 0.94 0.94 1.00 0.00 Uniform Delay (d), slveh 14.3 15.8 14.4 14.4 22.7 0.0 Incr Delay (d2), slveh 0.2 2.1 3.6 3.5 1,4 0.0 Initial Q Delay(0),slveh 0.0 0.0 0.0 0.0 0.0 0.0 °/Dile Back0fQ(95%),vehl1n 0.5 14.8 9.8 10.1 5.2 0.0 Unsg. Movement Delay, slveh LnGrp Delay(d),slveh 14.4 17.9 18.1 17.9 24.1 0.0 LnGrp LOS B B B B C A Approach Vol, vehlh 1329 982 173 Approach Delay. slveh 17.8 18.0 24.1 Approach LDS B B C Timer - Assigned Phs 2 4 5 6 - - Phs Duration (G+Y+Rc), s 54.0 36.0 8.9 45.1 Change Period (Y+Rc), s 6.4 6.6 6.4 6.4 Max Green Setting (Gmax), s 47.6 29.4 6.6 34.6 Max Q Clear Time (g_c+11), s 26.5 8.8 2.7 18.2 Green Ext Time (p -c), s 10.3 0.5 0.0 5.9 Intersection Summa HCM 6th Ctrl Delay 18.3 HCM 6th LOS B Notes User approved volume balancing among the lanes for turning movement Blue Lagoon-Existing-AM2018 8:00 am 0612912018 Baseline Synchro 10 Report K&S_FEN Page 4 i Submitted into the public record for item(s) PZ.8 on 10/25/1 City Clerk HCM 6th Signalized Intersection Summary im 2: NW 7 Street & NW 4800 Blk 07I05I2018 BT WBT WBR SBL SBR - Lane Configurations I ft ti, Y ' Traffic Volume (vehfh) 80 1265 1285 55 42 31 Future Volume (vehfh) 80 1265 1285 55 42 31 Initial 0 (Qb), veh 0 0 0 0 0 0 Ped -Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 9.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, vehlhlln 1870 1870 1870 1870 1900 1900 t Adj Flow Rate, vehfh 87 1375 1397 60 46 34 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 0 0 Cap,vehlh 324 2519 2242 96 214 158 Arrive On Green 0.03 0.71 1.00 1.00 0.22 0.22 Sat Flow, vehfh 1781 3647 3565 149 977 722 GrpVolume(v), vehfh 87 1375 794 743 81 0 ' Grp Sat Flow(s),vehlhlln 1781 1777 1777 1844 1721 0 0 Serve(g_s). s 2.9 33.1 0.0 0.0 6.9 0.0 Cycle 0 Clear(g_ ), s 2.9 33.1 0.0 0.0 6.9 0.0 Prop In Lane 1.00 0.08 0.57 0.42 Lane Grp Cap(c), vehfh 324 2519 1148 1191 377 0 VIC Ratio(X) 0.27 0.55 0.62 0.62 0.22 0.00 Avail Cap(c_a), vehfh 341 2519 1148 1191 377 0 HCM Platoon Ratio 1.00 1.00 2.00 2.00 1,00 1.00 Upstream Filter([) 1.00 1.00 0.70 0.70 1,00 0.00 Uniform Delay (d). slveh 9.4 12.4 0.0 0.0 57.6 0.0 incr Delay (0), slveh 0.4 0.9 1.8 1.7 1.3 0.0 Initial 0 Delay(d3),slveh 0.0 0.0 0.0 0.0 0.0 0.0 %wile BackOfQ(95%),vehlln 2.2 19.4 1.0 1.0 5.8 0.0 Unsig. Movement Delay. slveh LnGrp Delay(d),slveh 9.9 13.3 1.8 1.7 58.9 0.0 LnGrp LOS A B A A E A Approach Vol. vehfh 1462 1457 81 Approach Delay. s veh 13.1 1.8 58.9 Approach LOS B A E Timer - Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 134.0 46.0 11.3 122.7 Change Period (Y+Rc), s 6.4 6.6 6.4 6.4 Max Green Setting (Gmax), s 127.6 39.4 6.6 114.6 Max O Clear Time (g_c+11). s 35.1 8.9 4.9 2.0 Green Ext Time (p -c), s 16.9 0.2 0.0 17.2 Intersection Summary HCM 6th Ctrl Delay 8.8 HCM 6th LOS A Notes User approved volume balancing among the lanes for turning movement. Blue Lagoon-Existing-PM2018 5:00 pm 0612912018 Baseline Synchro 10 Report K&S-FEN Page 4 i Submitted into the public record for item(s) PZ.8 on 10/251i8, City Clerk HCM 6th Signalized Intersection Summary 2: NW 7 Street & NW 4860 Bilk Movement EBL EBT 1NBT WSR SBL SBR Lane Configurations I TT +T r Traffic Volume (vehlh) 62 1228 910 40 178 170 = Future Volume (vehlh) 62 1228 910 40 178 170 Initial 0 (01b), veh 0 0 0 0 0 0 Ped -Bike Adj(A_ pbT) 1.00 1.00 1.00 1.00 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, vehlhlln 1870 1870 1870 1870 1870 1870 1 Adj Flow Rate, vehlh 67 1335 989 43 193 185 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 Cap. vehlh 258 1880 1431 62 582 518 Arrive On Green 0.05 0.53 0.41 0.41 0.33 0.33 Sat Flow, vehlh 1781 3647 3563 151 1781 1585 Grp Volume(v), veWh 67 1335 507 525 193 185 Grp Sat Flow(s),vehlhlln 1781 1777 1777 1843 1781 1585 0 Serve(g_s). s 1.8 25.5 21.1 21.1 7.4 8.0 Cycle 0 Clear(g_c), s 1.8 25.5 21.1 21.1 7.4 8.0 Prop In Lane 1.00 0.08 1.00 1.00 Lane Grp Cap(c). vehlh 258 1880 733 761 582 518 V1C Ratio(X) 0.26 0.71 0.69 0.69 0.33 0.36 Avail Cap(c_a), vehlh 308 1880 733 761 582 518 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.92 0.92 1.00 1.00 Uniform Delay (d), slveh 16.0 16.0 21.7 21.7 22.9 23.1 Incr Delay (d2), slveh 0.5 2.3 4.9 4.7 1.5 1.9 Initial 0 Delay(d3).siveh 0.0 0.0 0.0 0.0 0.0 0.0 °/pile BackOf0(95%),vehlln 1.3 15.3 14.2 14.6 5.9 12.7 U,,ig. Movement Delay, sIveh t LnGrp Deiay(d),slveh 16.5 18,3 26.6 26.4 24.4 25,0 LnGrp LOS B B C C C C Approach Vol, vehlh 1402 1032 378 Approach Delay, slveh 18.2 26.5 24.7 Approach LOS B C C Timer - Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 54.0 36.0 10.5 43.5 Change Period (Y+Rc). s 6.4 6.6 6.4 6.4 Max Green Setting (Gmax), s 47.6 29.4 6.6 34.6 Max 0 Clear Time (g_c+11). s 27.5 10.0 3.8 23.1 Green Ext Time (p -c), s 10.3 1.1 0.0 5.2 Intersection Summary HCM 6th Ctrl Delay 22.1 I HCM 6th LOS C 1 Blue Lagoon-3L-AM2023-Dense Urban trip Gen -One Driveway 8:00 am 0612912018 Improved Synchro 10 Report ' K&S-FEN Page 4 Submitted into the public record for items PZ -8 on 10 25 a City Clerk HCM 0th Signalized Intersection Summary 2: NW 7 Street & NW 4800 Slk 471142418 -1# --* 4--- 4-, \1' 4/ Movement EBL Lane Configurations 'i Traffic Volume (vehlh) 161 Future Volume (vehfh) 161 Initial 0 (Qb), veh 0 Ped -Bike Adi(A_pbT) 1.00 Parking Bus, Adj 1.00 Work Zone On Approach Adj Sat Flow, vehlhlln 1870 Adj Flaw Rate. vehlh 175 Peak Hour Factor 0.92 Percent Heavy Veh. % 2 Cap, veh/h 317 Arrive On Green 0.04 Sat Flow, vehlh 1781 Grp Volume(v), vehlh 175 Grp Sat Flows).vehrhltn1781 Q Serve(g. s). s 6.2 Cycle Q Clear(g_c). s 6.2 Prop In Lane 1.00 Lane Grp Cap(c), vehlh 317 V/C Ratio(X) 0.55 Avail Cap(c_a), vehlh 317 HCM Platoon Ratio 1.00 Upstream Filter(l) 1.00 Uniform Delay (d), slveh 10.0 Incr Delay (d2), slveh 2.1 Initial 0 Delay(0),slveh 0.0 °/Dile Back OfQ(95%),vehllr4.8 Unsig. Movement Delay, slveh LnGrp Delay(d),slveh 12.0 LnGrp LOS S Approach Vol. vehlh Approach Delay.. slveh Approach LOS EBT WBT WBR tt 0 1297 1317 111 1297 1317 111 0 0 0 1.00 1.00 No No 1870 1870 1410 1432 0.92 0.92 2 2 2519 2112 0.71 1.00 3647 3412 1410 763 1777 1777 34.5 0.0 34.5 0.0 2519 0.56 2519 1.00 1.00 12.6 0.9 0.0 20.1 1131 0.67 1131 2.00 0,64 0.0 2.1 Q0 1.2 1.00 1.00 1870 121 0.92 2 178 1.00 279 790 1820 0.0 0.0 0.15 1159 0.68 1159 2.00 0.64 0.0 2.1 0.0 1.2 SBL 86 86 0 1.00 1.00 No 1870 93 0.92 2 390 0.22 1781 93 1781 7.7 7.7 1.00 390 4.24 390 1.00 1.00 57.9 1.4 0.0 6.7 SBR 63 63 0 1.00 1.00 1870 68 0.92 2 347 0.22 1585 68 1585 6.3 6.3 1.00 347 0.20 347 1.00 1.00 57.4 1.3 0.0 10.3 13.5 2.1 2.1 59.4 58.6 B A A E E 1585 1553 161 13.4 2.1 59 1 B A E Timer - Assianed Phs 2 Phs Duration (G+Y+Rc). s 134.0 Change Period (Y+Rc), s 6.4 Max Green Setting (Gmax), s 127.6 Max O Clear Time (g_c+l l ), s 36.5 Green Ext Time (p -c), s 17.8 Intersection Summary HCM 6th Ctrl Delay 10.3 HCM 6th LOS B 4 5 6 46.0 13.0 121.0 6.6 6.4 6.4 39.4 6.6 114.6 9.7 8.2 2.0 0.5 0,4 20.1 ' Blue Lagoon-3Lanes-PM2023-Dense Urban TG -One Driveway K&S-FEN Synchro 10 Report Page 2 Submitted into the public record for item(s) PZ.8 on 10/25/18, City Clerk Queuing and Blocking Report Baseline 0710512018 Intersection: 1: NW 47 Ave & NW 7 Street Movement EB EB EB WB WB WB NB NB SB SB Directions Served L T TR L T TR L TR L TR Maximum Queue (ft) 324 386 400 96 304 290 149 296 124 248 Average Queue (ft) 69 192 217 41 125 107 56 136 44 134 95th Queue (ft) 213 411 436 72 266 245 114 259 111 219 Link Distance (ft) 1034 1034 1074 1074 577 238 Upstream Blk Time (%) 0 Queuing Penalty (veh) 1 Storage Bay Dist (ft) 300 300 125 100 Storage Blk Time (%) 2 0 15 3 31 Queuing Penalty (veh) 2 0 7 4 12 Intersection: 2: NW 7 Street & NW 4800 Blk Movement ES EB EB WB WB SB Directions Served L T T T TR LR Maximum Queue (ft) 53 304 299 228 268 157 Average Queue (ft) 14 201 187 110 135 71 95th Queue (ft) 46 276 262 186 220 136 Link Distance (ft) 1217 1217 1034 1034 225 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 350 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 3: NW 47 Ave & Proj Driveway Movement EB NB Directions Served LR LT Maximum Queue (ft) 78 31 Average Queue (ft) 35 4 95th Queue (ft) 61 21 Link Distance (ft) 701 238 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Blue Lagoon-Existing-AM2018 SimTraffic Report K&S-FEN Page 4 9 Submitted into the public record for item(s) PZ.8 on 10/25/18, City Clerk I Blue Lagoon-Existing-PM2018 SimTraffic Report K&S-FEN Page 2 Queuing and Blocking Report ,7!4512418 Baseline Intersection: 1: NW 47 Ave & NW 7 Street Movement EB EB EB WB WB WB NB NB SB SB Directions Served L T TR L T TR L TR L TR Maximum Queue (ft) 112 261 258 324 524 438 150 268 124 248 Average Queue (ft) 59 111 122 67 281 246 91 115 62 137 95th Queue (ft) 99 227 243 237 489 449 155 225 122 246 Link Distance (ft) 1034 1034 1074 1074 577 238 Upstream Blk Time (%) 1 Queuing Penalty (veh) 3 Storage Bay Dist (ft) 300 300 125 140 Storage Blk. Time (%) 8 5 11 4 22 Queuing Penalty (veh) 5 8 9 7 11 Intersection: 2: NW 7 Street & NW 4800 Blk Movement EB EB EB WB WB SB Directions Served L T T T TR LR Maximum Queue (ft) 118 397 395 404 510 204 Average Queue (ft) 57 221 206 156 177 73 95th Queue (ft) 100 312 311 279 325 149 Link Distance (ft) 121' 7 1217 1034 1034 225 ' Upstream Bilk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 350 ' Storage Blk Time (%) 1 Queuing Penalty (veh) 1 Intersection: 3: NW 47 Ave & Proj Driveway Move EB NB SB Directions Served LR LT TR ' Maximum Queue (ft) 54 56 32 Average Queue (ft) 35 16 4 95th Queue (ft) 52 47 22 Link Distance (ft) 701 238 767 ' Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) I Blue Lagoon-Existing-PM2018 SimTraffic Report K&S-FEN Page 2 Submitted into the public record for item(s) PZ.8 on 1D 25 18, City Clerk Queuing and Blocking Report 0711012018 Improved Intersection: 1: NW 47 Ave & NW 7 Street Blue Lagoon-3L-AM2023-Dense Urban trip Gen -One Driveway SimTraific Report K&S-FEN Page 4 Movement EB EB EB WB WB WB NB NB SB SB Directions Served L T TR L T TR L TR L TR Maximum Queue (ft) 324 388 417 96 269 267 149 310 125 250 Average Queue (ft) 56 208 229 45 155 139 61 112 47 158 95th Queue (ft) 176 400 428 87 285 269 123 245 118 264 Link Distance (ft) 1034 1034 1074 1074 577 238 Upstream Blk Time (%) 6 Queuing Penalty (veh) Storage Bay Dist (ft) 300 300 125 100 Storage 61k Time (°Ifl} 0 3 2 12 0 30 Queuing Penalty (veh) 0 3 4 6 0 12 Intersection: 2: NW 7 Street & NW 4800 Blk Movement EB EB EB WB W8 SB SB Directions Served L T T T TR L R Maximum Queue (ft) 94 296 314 354 385 128 128 Average Queue (ft) 39 192 179 172 195 77 60 95th Queue (111) 74 273 261 293 321 121 119 Link Distance (fit) 1205 1205 1034 1034 225 225 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 350 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 3: NW 47 Ave & Easement Movement EB NB SB Directions Served LR LT TR Maximum Queue (ft) 55 51 74 Average Queue (ft) 36 2 6 95th Queue (ft) 53 17 37 Link Distance (ft) 670 238 767 Upstream Blk Time (%) 40 Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Blue Lagoon-3L-AM2023-Dense Urban trip Gen -One Driveway SimTraific Report K&S-FEN Page 4 Submitted into the public record for itern(s) PZ.B on 10/25/18, City Clerk Queuing and Blocking Report Improved 0711012018 1 me rsection: 1: N W 47 Ave & N W 7 Street Movement EB EB EB WB WB WB NB NB SB SB Directions Served L T TR L T TR L TR L TR Maximum Queue (ft) 114 263 267 325 666 637 150 253 125 252 Average Queue (ft) 52 145 155 85 306 273 91 114 62 170 95th Queue (ft) 98 271 277 244 529 499 156 219 142 272 Link Distance (ft) 1034 1034 Queuing Penalty (veh) 1074 1074 577 238 Upstream Blk Time (%) Storage Bay Dist (ft) 350 Storage Blk Time (%) 5 - Queuing Penalty (veh) Queuing Penalty (veh) 0 12 Storage Bay Dist (ft) 300 Intersection: 3: 300 & Easement 125 100 Storage Blk Time (%) 0 7 5 12 8 29 Queuing Penalty (veh) 0 5 8 9 14 15 Intersection: 2: NW 7 Street & NW 4800 Blk Movement EB EB EB WB WB SB SB Directions Served L T T T TR L R Maximum Queue (ft) 282 355 371 391 454 140 118 Average Queue (ft) 143 225 223 174 195 77 42 95th Queue (ft) 221 316 320 319 339 131 83 Link Distance (ft) 1205 1205 1034 1034 225 225 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 350 Storage Blk Time (%) 0 Queuing Penalty (veh) 0 Intersection: 3: NW 47 Ave & Easement Movement EB N8 SB Directions Served LR LT TR Maximum Queue (ft) 74 75 94 Average Queue (ft) 37 20 10 95th Queue (ft) 62 60 53 Link Distance (ft) 676 238 767 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Blue Lagoon-3Lanes-PM2023-Dense Urban TG -One Driveway SimTraffic Report K&S-FEN Page 4