Loading...
Item 8 - TIA - 20210201 Traffic Impact Analysis Mustang Business Park Southlake, Texas February 1 , 2021 Kimley-Horn and Associates, Inc. Dallas, Texas Project #067806210 Registered Firm F-928 +I Kimley ))) Horn Traffic Impact Analysis Mustang Business Park Southlake, Texas Prepared by: Kimley-Horn and Associates, Inc. 13455 Noel Road, Two Galleria Tower, Suite 700 Dallas, Texas 75240 Registered Firm F-928 rScprA •jOHNSO•'.*.� a�.�•• •g26 y 5..,, N .' E.••�Ndo Contact: Scot Johnson, P.E., PTOE 01�01 •1''� Jake Halter, EIT 972-770-1300 February 1 , 2021 Kimley )>> Horn Page i TABLE OF CONTENTS EXECUTIVE SUMMARY.......................................................................................................... iii I. INTRODUCTION.................................................................................................................1 A. PURPOSE............................................................................................................................1 B. METHODOLOGY ...................................................................................................................1 II. EXISTING AND FUTURE AREA CONDITIONS...................................................................3 A. ROADWAY CHARACTERISTICS ...............................................................................................3 B. EXISTING STUDY AREA.........................................................................................................3 C. PROPOSED SITE IMPROVEMENTS...........................................................................................3 D. EXISTING TRAFFIC VOLUMES.................................................................................................3 III. PROJECT TRAFFIC CHARACTERISTICS..........................................................................6 A. SITE-GENERATED TRAFFIC ...................................................................................................6 B. TRIP DISTRIBUTION AND ASSIGNMENT....................................................................................6 C. DEVELOPMENT OF 2023 BACKGROUND TRAFFIC.....................................................................7 D. DEVELOPMENT OF 2023 TOTAL TRAFFIC................................................................................7 E. DEVELOPMENT OF 2028 BACKGROUND AND TOTAL TRAFFIC ....................................................7 IV. TRAFFIC OPERATIONS ANALYSIS.................................................................................11 A. ANALYSIS METHODOLOGY ..................................................................................................11 B. ANALYSIS RESULTS............................................................................................................11 C. 2021 EXISTING TRAFFIC OPERATIONS ................................................................................. 12 D. 2023 BACKGROUND TRAFFIC OPERATIONS ..........................................................................12 E. 2023 BACKGROUND PLUS SITE-GENERATED TRAFFIC OPERATIONS........................................13 F. 2028 BACKGROUND TRAFFIC OPERATIONS ..........................................................................13 G. 2028 BACKGROUND PLUS SITE-GENERATED TRAFFIC OPERATIONS........................................13 V. CONCLUSIONS AND RECOMMENDATIONS...................................................................14 APPENDIXA...........................................................................................................................15 A. ROADWAY CHARACTERISTICS .............................................................................................15 APPENDIXB...........................................................................................................................16 A. ANALYSIS METHODOLOGY ..................................................................................................16 • • 13455 NoelRoad, Two Galleria Office Tower, - 700, Dallas, TX 75240 • 1 11 K i m Bey >> H o r n Page ii LIST OF EXHIBITS EXHIBIT 1:VICINITY MAP...................................................................................................................2 EXHIBIT 2: CONCEPTUAL SITE PLAN ...................................................................................................2 EXHIBIT 3: LANE ASSIGNMENTS AND INTERSECTION CONTROL..............................................................5 EXHIBIT 4: 2021 EXISTING TRAFFIC VOLUMES.....................................................................................5 EXHIBIT 5: TRIP DISTRIBUTION AND TRAFFIC ASSIGNMENT....................................................................8 EXHIBIT 6: SITE-GENERATED TRAFFIC VOLUMES .................................................................................8 EXHIBIT 7: 2023 BACKGROUND TRAFFIC VOLUMES..............................................................................9 EXHIBIT 8: 2023 BACKGROUND PLUS-SITE GENERATED TRAFFIC VOLUMES...........................................9 EXHIBIT 9: 2028 BACKGROUND TRAFFIC VOLUMES............................................................................10 EXHIBIT 10: 2028 BACKGROUND PLUS-SITE GENERATED TRAFFIC VOLUMES.......................................10 LIST OF TABLES TABLE 1 -TRIP GENERATION ............................................................................................................6 TABLE 2-TRAFFIC OPERATIONAL RESULTS-WEEKDAY AM PEAK HOUR ...........................................11 TABLE 3-TRAFFIC OPERATIONAL RESULTS-WEEKDAY PM PEAK HOUR ...........................................12 TABLE 4-LEVEL OF SERVICE DEFINITIONS.......................................................................................16 • • 13455 NoelRoad, Two Galleria Office Tower, - 700, Dallas, TX 75240 • 1 11 Ki m l ey') Horn Page iii EXECUTIVE SUMMARY The proposed Mustang Business Park development is located northwest of the intersection of Mustang Court and SH 26 in Southlake, Texas. The site is proposed to be built with 330,980 SF of industrial warehousing uses. This study is intended to identify traffic generation characteristics, identify potential traffic related impacts on the local street system, and to develop mitigation measures required for identified impacts. The following existing intersections were selected to be part of this study: ■ SH 26 at Mustang Drive/Mustang Court ■ Southwestern Street at Mustang Court The site will have access to a proposed extension of Mustang Court into the development, and it will have six driveways accessing Mustang Court. Each of these paths converge at the intersection of Southwestern Street and Mustang Court, so this analysis analyzed the intersection of Southwestern Street and Mustang Court in lieu of the individual driveway intersections with Mustang Court. The traffic operations at the driveways will be as good as or better than the operations at the intersection of Southwestern Street and Mustang Court. Traffic operations were analyzed at the study intersections for existing volumes, 2023 and 2028 background traffic volumes, and 2023 and 2028 background plus site-generated traffic volumes. The future years correspond to the expected buildout year of the site and a key future study year. Conditions were analyzed for the weekday AM and PM peak hours. The Mustang Business Park development is expected to generate approximately 65 new weekday AM peak hour one-way vehicle trips and 68 new weekday PM peak hour one-way vehicle trips at buildout. The distribution of the site-generated traffic volumes onto the street system was based on the surrounding roadway network, existing traffic patterns, and the project's proposed access locations. Based on the analysis presented in this report, the proposed Mustang Business Park development can be successfully incorporated into the surrounding roadway network. The proposed site driveways provide the appropriate level of access for the development. The site- generated traffic does not have a disproportionate effect on the existing vehicle traffic operations. No improvements to the external roadway network are required for the site. Ki m ey')>> H o r n Page 1 I. INTRODUCTION A. Purpose Kimley-Horn was retained to conduct a Traffic Impact Analysis (TIA) of future traffic conditions associated with the development of the Mustang Business Park located northwest of the intersection of Mustang Court and SH 26. A site vicinity map is provided as Exhibit 1. Exhibit 2 shows the proposed conceptual site plan. This study is intended to identify traffic generation characteristics, identify potential traffic related impacts on the local street system, and to develop mitigation measures required for identified impacts. B. Methodology Traffic operations were analyzed at the study intersections for AM and PM peak hours for the following scenarios: ■ 2021 existing traffic ■ 2023 background traffic ■ 2023 background plus site traffic ■ 2028 background traffic ■ 2028 background plus site traffic The capacity analyses were conducted using the SynchroTM software package and its associated Intersection reports for signalized intersections and Highway Capacity Manual reports for unsignalized intersections. SITE - , , /� °aSP,e 1 '1 Ai :, • „/ F � Mustang Drive iMP`� .. i LEGEND: • —Study Intersection North EXHIBIT 1 T Vicinity Map Not To Scale _-- i i ;I ® OIL _ o — eo —� CIO / e5tiet � OV i EXHIBIT 2 ---_- - �.- Noun _ -- Conceptual Site Plan Not To Scale Kimley>>Morn Ki m ey')>> H o r n Page 3 II. EXISTING AND FUTURE AREA CONDITIONS A. Roadway Characteristics The following signalized intersection was evaluated as part of this study: ■ SH 26 at Mustang Drive/Mustang Court The following unsignalized intersection was evaluated as part of this study: ■ Southwestern Street at Mustang Court The major study area roadways are described in Appendix A. Exhibit 3 illustrates the intersection geometry used for the traffic analysis. B. Existing Study Area The property is zoned as Light Industrial, and the Future Land Use is designated as Industrial. The property is currently undeveloped. C. Proposed Site Improvements The development as proposed includes 330,980 SF of industrial warehousing uses. As shown in Exhibit 3, the site has one access point to the external street network. Mustang Court will be extended through the site, and there will be six driveways which access Mustang Court, but all will feed into the intersection of Mustang Court and Southwestern Street. Mustang Court will be a private street northwest of Southwestern Street. Intersection sight distance at the proposed driveways will be acceptable, with each on relatively the flat, straight, and low-speed segment of Mustang Court that runs through the site. D. Existing Traffic Volumes 24-hour machine counts were collected near the site on SH 26. The raw count sheets, as well as a comparison between the 24-hour volumes collected and previous 24-hour counts, are provided in Volume 2 of this report. The heavy vehicle percentages were included with the traffic counts and used for this analysis. Where site generated traffic was present, the heavy vehicle percentages were adjusted accordingly, as explained later in this report. The 24-hour count showed the daily volume on the roadway link as follows: • SH 26: 28,869 vehicles per day (vpd), 30% lower than the 2019 traffic volumes taken at the same location Due to the lowered traffic volumes due to the circumstances surrounding COVID-19, the peak hours of the traffic counts along SH 26 and Mustang Court/Drive were compared to find an appropriate adjustment factor. Ki m ey')>> H o r n Page 4 ■ SH 26 NB • 2019 TxDOT Traffic Counts ■ AM peak hour: 2,914 vehicles ■ PM peak hour: 1,485 vehicles • 2021 Traffic Volumes ■ AM peak hour: 1,568 vehicles ■ PM peak hour: 1,057 vehicles • Adjustment Factors ■ AM peak hour: 2,914/1,568 = 2.45 (145% increase) ■ PM peak hour: 1,485/1,057 = 1.44 (144% increase) ■ SH26SB • 2019 TxDOT Traffic Counts ■ AM peak hour: 869 vehicles ■ PM peak hour: 2,383 vehicles • 2021 Traffic Volumes ■ AM peak hour: 848 vehicles ■ PM peak hour: 1,706 vehicles • Adjustment Factors ■ AM peak hour: 869/848 = 1.02 (2% increase) ■ PM peak hour: 2,383/1,706 = 1.40 (140% increase) ■ Mustang Court (both directions) • 2019 TxDOT Traffic Counts ■ AM peak hour: 89 vehicles ■ PM peak hour: 77 vehicles • 2021 Traffic Volumes ■ AM peak hour: 41 vehicles ■ PM peak hour: 26 vehicles • Adjustment Factors ■ AM peak hour: 89/41 = 2.17 (117% increase) ■ PM peak hour: 77/26 = 2.96 (196% increase) ■ Mustang Drive (WB) • 2019 TxDOT Traffic Counts ■ AM peak hour: 465 vehicles ■ PM peak hour: 631 vehicles • 2021 Traffic Volumes ■ AM peak hour: 374 vehicles ■ PM peak hour: 400 vehicles • Adjustment Factors ■ AM peak hour: 465/374= 1.24 (24% increase) ■ PM peak hour: 631/400 = 1.58 (58% increase) Exhibit 4 shows the existing weekday AM and PM peak hour traffic volumes, adjusted to account for the impact of COVID-19 on traffic volumes. -o cc � C Q oThe westbound right-turn U) o from Mustang Drive to SH c 3: 26 is channelized,which 2 w provides an informal 50' 3 m storage bay. s m 3 N to to Mustang Court STOP_ � Mustang Drive + �444� LEGEND: O =Signalized - =Turn Bay North Intersection EXHIBIT 3 STOP =Slop-Controlled � =Driveway Lanes or Approach Off-Site Improvements Lane Assignment and Intersection Control =Travel Lane TWLTL =Two-Way Left Turn Lane Not To Scale o a a� N o The traffic volumes at the WB 0 E The traffic volumes at the SIB approach of Mustang Drive approach of SH 26 were increased m were increased by 24%in the 3 by 2%in the AM peak hour and by 2= AM peak hour and by 58%in 40%in the PM peak hour. N the PM peak hour. O x rn Cn ----z 0 13 18 541 123 159(169) (6) (50) 26(15) (7) (2020) (207) a 0(5) Il (� F 22(6) Mustang Court � � L[� � 306(457) V V Mustang Drive 28(30) 4 26 4(12) 15 2267 730 (3) (6) 0(0) (6) (1019) (344) The traffic volumes at the EB approach of The traffic volumes at the NB Mustang Court and at the intersection of Mustang approach of SH 26 were increased Court and Southwestern Street were increased by by 86%in the AM peak hour and by 117%in the AM peak hour and by 196%in the PM 40%in the PM peak hour. peak hour. LEGEND: X(Y) X=Weekday AM Peak Hour Turning Movements North Y=Weekday PM Peak Hour Turning Movements EXHIBIT4 Volumes may not sum from point to point due to rounding I� and presence of smaller driveways not included in analysis. ` 2021 Adjusted Existing Traffic Volumes Not To Scale Kimley>>> Horn Ki m ey')>> H o r n Page 6 III. PROJECT TRAFFIC CHARACTERISTICS A. Site-Generated Traffic Site-generated traffic estimates are determined through a process known as trip generation. Rates and equations are applied to the proposed land use to estimate traffic generated by the development during a specific time interval. The acknowledged source for trip generation rates is the 10t" edition of Trip Generation Manual published by the Institute of Transportation Engineers (ITE). ITE has established trip rates in nationwide studies of similar land uses. The trips indicated are actually one-way trips or trip ends, where one vehicle entering and exiting the site is counted as one inbound trip and one outbound trip. No reductions were taken for pass-by trips, internal capture, or multimodal use. Table 1 shows the resulting daily and weekday AM and PM peak hour trip generation for the proposed development, showing new external trips. Table 1 — Trip Generation ITE Daily AM Peak Hour PM Peak Hour Land Uses Amount Units Code One-Way One-Way Trips One-Way Trips Trips IN OUT TOTAL IN OUT TOTAL Warehousing 331,000 SF 150 569 50 15 65 18 50 68 Trip Generation rates based on /TE's Trip Generation Manual, 10t" Edition. The heavy vehicle percentage for Warehousing uses, according to ITE, is 20%. The heavy vehicle percentage for each movement at the study intersections was calculated using a weighted average between the site-generated (SG below) traffic and the traffic volumes and heavy vehicle percentages from the background scenarios (BG below), which are known from the existing traffic counts. Total Volume HV% _ (BG Traffic Volume) * (BG HV%) + (SG Volume) * (Site HV%) BG Traffic Volume + SG Volume B. Trip Distribution and Assignment The distribution of the site-generated traffic volumes in to and out of the site driveways and onto the street system was based on the area street system characteristics, existing traffic patterns, relative land use density, and the locations of the proposed driveway access to/from the site. The corresponding inbound and outbound traffic assignment, where the directional distribution is applied using the most probable paths to and from the site, can be found in Exhibit 5. Exhibit 6 shows the resulting site-generated weekday AM and weekday PM Ki m ey')>> H o r n Page 7 peak hour turning movements after multiplying the new external trip generation by the respective traffic assignment percentages. C. Development of 2023 Background Traffic In order to obtain 2023 background traffic, the existing traffic counts and historic counts near the site were compared to find expected growth trends within the study area. Based on the recent growth in the area, an annual growth rate of 5% was assumed for the background traffic through 2023. To calculate the 2023 background traffic, the existing 2021 traffic counts were grown by 5% annually for two years. The resulting 2023 background weekday AM and PM peak hour traffic volumes are shown in Exhibit 7. D. Development of 2023 Total Traffic Site traffic volumes were added to the background volumes to represent the estimated total (background plus site-generated) traffic conditions for the 2023 study year after completion of the proposed development. Exhibit 8 shows the resulting 2023 weekday AM and PM peak hour total traffic volumes. E. Development of 2028 Background and Total Traffic The background and total traffic volumes in the 2028 study year were calculated in a similar manner to the 2023 traffic volumes by adding five years of 3% growth over the 2023 background volumes. Exhibit 9 shows the resulting 2028 weekday AM and PM peak hour background traffic volumes, and Exhibit 10 shows the resulting 2028 weekday AM and PM peak hour total traffic volumes after the addition of the site-generated traffic. � C (Y > Q N uJ N U cc U) O C w N N 3 N a 100% 45% a 35% Mustang Court Mustang Drive (45%) (100%) (35%) 20% (20%) LEGEND: X%(Y%) X%=Percentage of Inbound Site-Generated Traffic North =Percentage of Outbound Site-Generated Traffic EXHIBIT 5 Trip Distribution and Traffic Assignment Not To Scale m O 'to c Q a� y 0 0 U) O c 2 w N 3 t m 3 N fn to 0 0 0 0(0) 23 0 0 0(0) (0) ((0)), (0) a 50(18) (8) ((0)), (0) a 18(6) V � 0(0) V � 0(0) Mustang Court [� �7 [� �7 Mustang Drive 0(0) �f 7(23) �f 15(50) 0 0 0 5(18) 10 0 0 0(0) (0) (0) (0) 3(10) (4) (0) (0) LEGEND: X(Y) X=Weekday AM Peak Hour Turning Movements North =Weekday PM Peak Hour Turning Movements EXHIBIT6 Volumes may not sum from point to point due to rounding I� and presence of smaller driveways not included in analysis. ` Site-Generated Traffic Volumes Not To Scale ffjey j> Horn � C Q N uJ N U cc U) O C w N N 3 N 0 14 20 596 136 175(186) (7) (55) 29(17) (8) (2227) (228) a 0(6) Il (� F 24(7) Mustang Court � � L � 337(504) V V [� Mustang Drive 31(33) �f 4 29 4(13) 17 2499 805 (3) (7) 0(0) (7) (1123) (379) LEGEND: X(Y) X=Weekday AM Peak Hour Turning Movements North =Weekday PM Peak Hour Turning Movements EXHIBIT7 Volumes may not sum from point to point due to rounding I� and presence of smaller driveways not included in analysis. \ 2023 Background Traffic Volumes Not To Scale m O 'to c Q a� y 2 � 0 U) O c 2 w N 3 t m 3 N CO to 0 0 14 29(17) 43 596 136 175(186) (0) (7) (55) a 50(18) (16) (2227) (228) a 18(12) r( � 24(7) r( � 337(504) Mustang Court �7 [� [� Mustang Drive 0(0) �f � 17 38 8((56) S 15(50) 0 4 29 9(31) 27 2499 805 0(0) (0) (3) (7) 3(10) (11) (1123) (379) LEGEND: X(Y) X=Weekday AM Peak Hour Turning Movements North =Weekday PM Peak Hour Turning Movements EXHIBIT8 Volumes may not sum from point to point due to rounding I� and presence of smaller driveways not included in analysis. ` 2023 Background Plus Site-Generated Traffic Volumes Not To Scale ffley j> Horn � C Q N uJ N U cc U) O C w N N > CN 3 N 0 17 23 691 157 203(216) (8) (64) 33(19) (9) (2582) (265) a 0(6) r) /� 26(6) Mustang Court 1� 391(584) Mustang Drive 36(38) �f 5 33 5(15) 19 2897 933 (4) (8) 0(0) (8) (1302) (440) LEGEND: X(Y) X=Weekday AM Peak Hour Turning Movements North Y=Weekday PM Peak Hour Turning Movements EXHIBIT9 Volumes may not sum from point to point due to rounding I� and presence of smaller driveways not included in analysis. \ 2028 Background Traffic Volumes Not To Scale m O 'to c Q a� y 2 � 0 U) O c 2 w N � 3 t m 3 N CO to 0 0 17 33(19) 46 691 157 203(216) (0) (8) (64) a 50(18) (17) (2582) (265) a 18(12) r) � 28(8) r) � 391(584) Mustang Court �7 [� [� Mustang Drive 0(0) �f � 17 43 3((61) S 15(50) 0 5 33 10(33) 29 2897 933 0(0) (0) (4) (8) 3(10) (12) (1302) (440) LEGEND: X(Y) X=Weekday AM Peak Hour Turning Movements North Y=Weekday PM Peak Hour Turning Movements EXHIBIT10 Volumes may not sum from point to point due to rounding I� and presence of smaller driveways not included in analysis. ` 2028 Background Plus Site-Generated Traffic Volumes Not To Scale ffley j> Horn Ki m ey')>> H o r n Page 11 IV. TRAFFIC OPERATIONS ANALYSIS Kimley-Horn conducted a traffic operations analysis to determine potential capacity deficiencies in the 2021, 2023, and 2028 study years at the study intersections. The acknowledged source for determining overall capacity is the current edition of the Highway Capacity Manual. A. Analysis Methodology Capacity analysis results are listed in terms of Level of Service (LOS). Level of service and the corresponding analysis methodology are explained in Appendix B. Signal timings for the signalized intersections are based on Grapevine signal timing sheets. Timing adjustments were made in the future scenarios to accommodate changes in traffic volumes due to background growth and site traffic, replicating how City staff will periodically review signal operations in the future. Calculations for the level of service at the key intersections identified for study are provided in Volume 2 of this report. The analyses assumed the lane geometry and intersection control shown in Exhibit 3. B. Analysis Results Table 2 and Table 3 show the intersection operational results for the weekday AM and PM peak hours, respectively. Table 2 - Traffic Operational Results -Weekday AM Peak Hour 2021 2023 2023 2028 2028 Existing Background Background Background Background INTERSECTION APPROACH Traffic Traffic plus Traffic plus Site Traffic Site Traffic AM Peak Hour AM Peak Hour AM Peak Hour AM Peak Hour AM Peak Hour DELAY LOS DELAY LOS DELAY LOS DELAY LOS DELAY LOS (SEMS-0 (SECNEH) (SECN91) (SECNEH) (SECNEH) Mustang-EB 74.8 E 60.3 E 79.1 E 76.9 E 77.4 E Mustang Drive/Court Mustang-W B 45.5 D 47.2 D 49.2 D 68.1 E 74.0 E @ SH 26-NB 25.7 c 26.6 C 35.7 D 37.9 D 39.3 D SH 26 (Ira E Woods Avenue) SH 26-SB 10.2 B 11.1 B 12.0 B 15.0 B 19.1 B Overall 25.7 C 26.6 C 33.8 C 37.9 D 40.3 D SW-NB* 9.5 A 8.6 9.7 A 9.6 A 9.8 A Mustang Court @ Mustang-W BL 8.1 A 7.3 8.2 A 8.1 A 8.2 A Southwestern Street Mustang-EBL - - - - - - -- - - - -- - - ---- - -- - ---- --- SW-SB* 10.4 B 9.5 A 11.5 B 10.8 B 11.8 B Stop-Controlled Approach Signalized Unsi nalized No movements in Time Period • • 13455 NoelRoad, Two Galleria Office Tower, - 700, Dallas, TX 75240 • 1 11 Ki m ey')>> H o r n Page 12 Table 3 - Traffic Operational Results -Weekday PM Peak Hour 2021 2023 2023 2028 2028 Existing Background Background Background Background INTERSECTION APPROACH Traffic Traffic plus Traffic plus Site Traffic Site Traffic PM Peak Hour PM Peak Hour PM Peak Hour PM Peak Hour PM Peak Hour DELAY LOS DELAY LOS DELAY LOS DELAY LOS DELAY LOS (SECNEH) (SEC/VEH) (SECNEH) (SECNEH) (SBCNEH) Mustang-EB 64.0 E 65.5 E 65.4 E 67.9 E 69.2 E Mustang Drive/Court Mustang-WB 52.7 D 57.0 E 58.1 E 67.1 E 68.7 E @ SH26-NB 14.0 B 15.5 B 15.8 B 16.8 B 17.1 B SH 26 (Ira E Woods Avenue) SH 26-SB 9.2 A 14.3 B 14.5 B 23.4 C 25.9 C Overall 17.7 B 21.5 C 22.4 C 28.2 C 30.2 C SW-NB* 9.3 A 9.3 A 9.9 A 9.4 A 10.0 A Mustang Court @ Mustang-WBL 8.1 A 8.1 A 8.4 A 8.1 A 8.4 A Southwestern Street Mustang-EBL - - - - - SW-SB* 9.8 A 1 10.0 A 11.1 B 10.1 B 11.3 B Stop-Controlled Approach Signalized Unsi nalized No movements in Time Period C. 2021 Existing Traffic Operations The analysis of the 2021 existing traffic operations shows that the signalized study intersection operates with moderate delay in both peak hours at LOS C or better. The SH 26 through volumes are large, but the intersection is well timed to accommodate the existing traffic flows. As will be shown in the future traffic scenarios, this corridor is sensitive to increases in background traffic, and the regional traffic volumes are growing at a moderately high rate (about 5% year over year). Foreseeing this trend, the City of Grapevine is currently in the process of retiming the SH 26 corridor, but since the retiming process has not yet begun those timings were not available for this analysis. Of the unsignalized study intersection approaches, all operate at LOS A during both peak hours. There is very little traffic at the intersection of Mustang Court and Southwestern Street, and LOS A matches the observations made in the field. D. 2023 Background Traffic Operations The signalized study intersection experiences more delay with two years of background growth added to the network. The intersection overall operates at LOS C during both peak hours. Due to the prioritization of the SH 26 corridor volumes, the Mustang Court and Drive approaches experience higher delays, operating at LOS E during one or both peak hours. Neither of these approaches are failing. With a 120-second traffic signal cycle length, the vehicles are waiting approximately half of the cycle on average. This is typical for side street approaches to high-volume corridors like SH 26. The unsignalized intersection of Southwestern Street and Mustang Court continues to operate at LOS A during both peak hours, which is optimal from a vehicular standpoint. Ki m ey')>> H o r n Page 13 E. 2023 Background Plus Site-Generated Traffic Operations The addition of the site-generated traffic to the 2023 background traffic results in some additional delay at the intersection of Mustang Drive/Court and SH 26, and there are no increases in overall level of service. The northbound approach in the AM peak hour continues experiences a relatively sharp increase in delay even though the site adds only 10 vehicles to the approach. The intersection operates at LOS C or better during both peak hours, which is better than the industry standard for acceptable operations, LOS D. The unsignalized intersection also experience some additional delay after the site- generated traffic is dispersed about the roadway network and the site constructs the eastbound leg to the intersection. The northbound approach and westbound left-turning movement continue to operate at LOS A, and the southbound movement changes to LOS B. LOS B or better is considered to be optimal when analyzing traffic. The existing street infrastructure is able to handle the site-generated traffic volumes in the 2023 total traffic scenario and needs no alterations. F. 2028 Background Traffic Operations The analysis of the 2028 background traffic operations shows that the intersection changes from LOS C to D during the AM peak hour and remains at LOS C during the PM peak hour. The north- and southbound approaches of SH 26 to Mustang Drive/Court are sensitive to the increase in background traffic, adding over 11 seconds of average delay to the approach in the AM peak hour when compared to the 2023 background traffic operations. G. 2028 Background Plus Site-Generated Traffic Operations The addition of the site-generated traffic to the 2028 background traffic results in some additional delay at the intersection of Mustang Court/Drive and SH 26 yet results in no changes in level of service for the intersection overall. The intersection continues to operate at LOS D during the AM peak and at LOS C during the PM peak, both of which are acceptable levels of delay. With site traffic, the unsignalized intersection experiences additional delays at the study approaches. All approaches and movements operate at LOS B or better during both peak hours. The proposed infrastructure provides an adequate level of access for the Mustang Business Park to be successfully incorporated into the surrounding street network of both Southlake and Grapevine. Kim Bey >> Horn Page 14 V. CONCLUSIONS AND RECOMMENDATIONS Based on the analysis presented in this report, the proposed Mustang Business Park development, located northwest of the intersection of Mustang Court and SH 26 in Southlake, Texas, can be successfully incorporated into the surrounding roadway network. The proposed site driveways provide the appropriate level of access for the development. The site-generated traffic does not have a disproportionate effect on the existing vehicle traffic operations. No improvements to the external roadway network are required for the site. Kimley')>> Horn APPENDIX A. Roadway Characteristics The following signalized intersection was evaluated as part of this study: ■ SH 26 at Mustang Drive/Mustang Court The following unsignalized intersection was evaluated as part of this study: ■ Southwestern Street at Mustang Court The major study area roadways are described below. SH 26 — is, six-lane divided road that runs northeast-southwest from Grapevine to Fort Worth. In the project vicinity, SH 26 intersects Pool Road/Brumlow Avenue, Mustang Drive/Court, and Kimball Avenue/Heritage Avenue other commercial driveways. SH 26 is located within the City of Grapevine near the development site. On the City of Grapevine Thoroughfare Plan, SH 26 is designated as a Major Arterial (A*). The speed limit near the site is 45 mph. Mustang Court — is a three-lane undivided road that runs northwest-southeast from Southwestern Street to SH 26, where it enters the City of Grapevine and turns into Mustang Drive. In the project vicinity, Mustang Court intersects Southwestern Street and SH 26 while providing access for the developments neighboring the proposed development. On the City of Southlake Thoroughfare Plan, Mustang Court is not classified. The speed limit near the site is assumed to be 30 mph. The development plan includes extending Mustang Court into the site as a private street. Mustang Drive — is a four-lane undivided road that runs east-west from DFW Airport to SH 26, past which it enters the City of Southlake and becomes Mustang Court. In the project vicinity, Mustang Drive intersects SH 26. On the City of Grapevine Thoroughfare Plan, Mustang Drive is designated as a four-lane Minor Arterial (D). The speed limit near the site is 35 mph. Southwestern Street — is a two-lane undivided road that runs northeast-southwest, serving only the two existing developments on either side of the proposed Mustang Business Park. In the project vicinity, Southwestern Street intersects Mustang Court. On the City of Southlake Thoroughfare Plan, Southwestern Street is not classified. The speed limit near the site is assumed to be 30 mph. The name of Southwest Street is not marked on the site. It is only known from its label on the Southlake interactive GIS map. Exhibit 3 illustrates the intersection geometry used for the traffic analysis. Kimley') Horn APPENDIX B A. Analysis Methodology Capacity analysis results are listed in terms of Level of Service (LOS). LOS is a qualitative term describing operating conditions a driver will experience while traveling on a particular street or highway during a specific time interval. It ranges from A (very little delay) to F (long delays and congestion). Table 4 shows the definition of level of service for signalized and unsignalized intersections. Table 4— Level of Service Definitions Level of Signalized Intersection Unsignalized Intersection Service Average Total Delay Average Total Delay (sec/veh) (sec/veh) A :510 :510 B >10 and <_20 >10 and 515 C >20 and <_35 >15 and <_25 D >35 and <_55 >25 and <_35 E >55 and 1580 >35 and <_50 F >80 >50 Definitions provided from the Highway Capacity Manual, Special Report 209,Transportation Research Board,2010. Study area intersections were analyzed based on average total delay analysis for signalized and unsignalized intersections. For the unsignalized analysis, the level of service (LOS) for a two-way stop-controlled intersection is defined for each movement. Unlike signalized intersections which define LOS for each approach and for the intersection as a whole, LOS for two-way stop-controlled intersections is not defined as a whole. Signal timings for the signalized intersections are based on Grapevine signal timing sheets. Timing adjustments were made in the future scenarios to accommodate changes in traffic volumes due to background growth and site traffic, replicating how City staff will periodically review signal operations in the future. The analyses assumed the lane geometry and intersection control shown in Exhibit 3. The peak hour factors (PHF) for the existing traffic is known from the counts collected at the site or for the City's signal timing efforts. The PHFs were not adjusted in the future traffic scenarios. Kimley >> Horn TRAFFIC COUNTS AND HISTORICAL DATA Mustang Business Park - Southlake, Texas Historical Link Volumes and Growth Rates SH 26 (Ira E Woods Avenue) Record Year Link Start Link End Source 24-Hour Annual Volume Growth Rate 1 2014 Pool Road/Brumlow Avenue Mustang Drive TxDOT 31,191 - 2 2019 Pool Road/Brumlow Avenue Mustang Drive TxDOT 41,347 5.8% 3 2020 Pool Road/Brumlow Avenue Mustang Drive KHA 28,869 -30.2% Average Growth 2014 -2020:1 0.9% Mustang Drive Record Year Link Start Link End Source 24-Hour Annual Volume Growth Rate 1 2014 Timberline Drive SH 26 TxDOT 14,197 - 2 120191 Timberline Drive SH 26 1 TxDOT 1 16,740 1 3.4% Mustang Court Record Year Link Start Link End Source 24-Hour Annual Volume Growth Rate 1 2019 Southwestern Street SH 26 TxDOT 1,204 - NB SH 26 South of Mustang Drive TIME 0:00 0:15 0:30 0:45 TOTAL Date Began: 0:00 8 7 7 3 25 1/20/2021 1:00 1 6 3 2 12 2:00 5 6 5 3 19 3:00 4 12 9 13 38 4:00 8 14 26 50 98 5:00 48 75 110 115 348 6:00 157 180 246 237 820 7:00 308 335 430 427 1500 8:00 350 361 320 280 1311 9:00 235 231 238 213 917 10:00 214 182 216 196 808 11:00 222 194 235 214 865 12:00 230 206 216 222 874 13:00 218 212 210 201 841 14:00 218 220 210 230 878 15:00 286 239 286 246 1057 16:00 280 210 256 236 982 17:00 244 250 230 214 938 18:00 175 210 166 135 686 19:00 140 122 106 114 482 20:00 84 87 76 72 319 21:00 64 64 44 42 214 22:00 44 31 27 21 123 23:00 121 141 131 11 50 TOTAL: 14,205 The A.M. peak hour from 7:30 to 8:30 is 1,568 The P.M. peak hour from 15:00 to 16:00 is 1,057 1600 1400 1200 1000 w 800 J O 600 400 200 lEll lzl 00 00 00 01 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 TIME SB SH 26 South of Mustang Drive TIME 0:00 0:15 0:30 0:45 TOTAL Date Began: 0:00 11 9 12 8 40 1/26/2021 1:00 9 7 9 13 38 2:00 8 8 3 7 26 3:00 11 2 10 9 32 4:00 10 5 8 16 39 5:00 11 27 24 34 96 6:00 46 60 87 103 296 7:00 122 139 201 223 685 8:00 230 194 192 194 810 9:00 164 182 163 176 685 10:00 158 168 174 186 686 11:00 156 184 212 167 719 12:00 242 231 228 270 971 13:00 215 237 202 226 880 14:00 232 272 316 272 1092 15:00 294 352 312 328 1286 16:00 428 410 421 385 1644 17:00 448 427 446 349 1670 18:00 358 290 270 218 1136 19:00 221 203 191 152 767 20:00 119 130 109 77 435 21:00 104 90 84 78 356 22:00 56 46 47 34 183 23:00 311 201 251 16 92 TOTAL: 14,664 The A.M. peak hour from 7:30 to 8:30 is 848 The P.M. peak hour from 16:45 to 17:45 is 1,706 1800 1600 1400 1200 W1000 2 D O 800 600 400 200 0 00 00 00 .00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 TIME 1. Mustang Drive/Court at SH 26(Ira E Woods...-TMC Wed Jan 20,2021 CJ Hens Full Length(7 AM-9 AM,4 PM-6 PM) 1�SSOCIat All Classes(Lights,Articulated Trucks,Buses and Single-Unit Trucks,Pedestrians,Bicycles on Provided by:C.J.Hensch&Associates Inc. Crosswalk) All Movements 5215 Sycamore Ave., ID:809087,Location:32.91909,-97.11909 Pasadena,TX,77503,US Leg Mustang Court Mustang Drive SH 26(Ira E Woods Avenue) SH 26(Ira E Woods Avenue) Direction Eastbound Westbound Northbound Southbound Time L T R U App Ped* L T R U App Ped* L T R U App Ped* L T R U App Ped*lot 2021-01-20 7:OOAM 3 0 0 0 3 0 30 0 31 0 61 0 2 236 58 1 297 0 23 83 2 1 109 0 470 7:15AM 1 1 0 0 2 0 46 1 26 0 73 0 0 251 95 2 348 0 36 91 5 0 132 0 555 7:30AM 2 1 0 0 3 0 59 0 38 0 97 0 1 354 101 0 456 0 27 119 5 0 151 0 707 7:45AM 3 1 0 0 4 0 69 0 32 0 101 0 0 301 99 1 401 0 27 162 7 2 198 0 704 Hourly Total 9 3 0 0 12 0 204 1 127 0 332 0 3 1142 353 4 1502 0 113 455 19 3 590 0 2436 8:OOAM 2 0 0 0 2 0 67 0 31 0 98 0 0 304 89 3 396 0 23 128 3 1 155 0 651 8:15AM 6 0 0 0 6 0 51 0 27 0 78 0 2 261 104 1 368 0 39 119 3 1 162 0 614 8:30AM 6 0 0 0 6 0 89 1 37 0 127 0 0 253 80 2 335 0 26 134 1 1 162 0 630 8:45AM 2 0 0 0 2 0 53 1 26 0 80 0 2 224 64 1 291 0 15 146 1 1 163 0 536 Hourly Total 16 0 0 0 16 0 260 2 121 0 383 0 4 1042 337 7 1390 0 103 527 8 4 642 0 2431 4:OOPM 5 4 0 0 9 0 92 0 41 0 133 0 0 190 76 1 267 0 46 353 1 2 402 0 811 4:15PM 2 2 0 0 4 0 96 0 42 0 138 0 0 150 56 0 206 0 38 327 4 1 370 0 718 4:30PM 2 1 0 0 3 0 77 0 32 0 109 0 0 180 63 0 243 0 33 360 1 0 394 0 749 4:45PM 3 0 0 0 3 0 76 1 24 0 101 0 0 150 61 1 212 0 40 318 3 0 361 0 677 Hourly Total 12 7 0 0 19 0 341 1 139 0 481 0 670 256 2 928 0 157 1358 9 3 1527 0 2955 5:OOPM 4 0 0 0 4 0 68 2 29 0 99 0 0 197 65 2 264 0 35 429 0 1 465 0 832 5:15PM 1 3 0 0 4 0 69 0 22 0 91 0 0 198 56 1 255 0 39 339 1 0 379 0 729 5:30PM 1 2 0 0 3 0 57 0 25 0 82 0 2 166 62 1 231 0 40 370 0 3 413 0 729 5:45PM 1 0 0 0 1 0 68 0 33 0 101 0 0 168 52 1 221 0 31 281 1 0 313 0 636 Hourly Total 7 5 0 0 12 0 262 2 109 0 373 0 2 729 235 5 971 0 145 1419 2 4 1570 0 2926 Total 44 15 0 0 59 0 1067 6 496 0 1569 0 9 3583 1181 18 4791 0 518 3759 38 14 4329 0 10748 %Approach 74.6%25.4%0%0% - -68.0% 0.41/o 31.6%0% - - 0.2%74.8%24.7% 0.4% - -12.0%86.8% 0.9% 0.3% - - - %Total 0.4% 0.1%0%0% 0.5% 9.9% 0.1% 4.6%0%14.6% 0.1%33.3%11.0% 0.2%44.6% 4.8%35.0% 0.4% 0.1%40.3% - - Lights 6 14 0 0 20 1047 6 485 0 1538 6 3532 1142 18 4698 510 3721 4 14 4249 - 10505 %Lights 13.6%93.3%0%0%33.9% 98.1%100%97.8%0%98.096 66.7%98.6%96.7%100%98.1% 98.5%99.0%10.5%100%98.2% -97.7% Articulated Trucks 34 1 0 0 35 3 0 0 0 3 3 20 1 0 24 0 8 32 0 40 102 %Articulated Trucks 77.3% 6.7%0%0%59.3% 0.3% 0% 0%0% 0.2% 33.3% 0.6% 0.1% 0% 0.5% 0% 0.2%84.2% 0% 0.9% 0.9% Buses and Single-Unit Trucks 4 0 0 0 4 17 0 11 0 28 0 31 38 0 69 8 30 2 0 40 141 %Buses and Single-Unit Trucks 9.1% 0%0%0% 6.8% 1.6% 0% 2.2%0% 1.8% 0% 0.9% 3.2% 0% 1.4% 1.5% 0.8% 5.3% 0% 0.9% 1.3% Pedestrians - 0 - - 0 - - - - - 0 - - - - - 0 %Pedestrians - - - - - Bicycles on Crosswalk 0 0 0 0 Bicycles on Crosswalk - - - - - *Pedestrians and Bicycles on Crosswalk.L:Left,R:Right,T:Thru,U:U-Turn 1 of 6 1. Mustang Drive/Court at SH 26(Ira E Woods...-TMC Wed Jan 20,2021 CM ens AM Peak(7:30 AM-8:30 AM) 1�SSOC11t All Classes(Lights,Articulated Trucks,Buses and Single-Unit Trucks,Pedestrians,Bicycles on provided by:C.J.Hensch&Associates Crosswalk) Inc. All Movements 5215 Sycamore Ave., ID:809087,Location: 32.91909,-97.11909 Pasadena,TX, 77503,US Leg Mustang Court Mustang Drive SH 26(Ira E Woods Avenue) SH 26(Ira E Woods Avenue) Direction Eastbound Westbound Northbound Southbound Time L T R U App Ped* L T R U App Ped* L T R U App Ped* L T R U App Ped Int 2021-01-20 7:30AM 2 1 0 0 3 0 59 0 38 0 97 0 1 354 101 0 456 0 27 119 5 0 151 0 707 7:45AM 3 1 0 0 4 0 69 0 32 0 101 0 0 301 99 1 401 0 27 162 7 2 198 0 704 8:OOAM 2 0 0 0 2 0 67 0 31 0 98 0 0 304 89 3 396 0 23 128 3 1 155 0 651 8:15AM 6 0 0 0 6 0 51 0 27 0 78 0 2 261 104 1 368 0 39 119 3 1 162 0 614 Total 13 2 0 0 15 0 246 0 128 0 374 0 3 1220 393 5 1621 0 116 528 18 4 666 0 2676 %Approach 86.7%13.3%0%0% - -65.8%0%34.2%0% - - 0.2%75.3%24.2% 0.3% - -17.4%79.3% 2.7% 0.6% - - - %Total 0.5% 0.1%0%0% 0.6% 9.2%0% 4.8%0%14.0% 0.1%45.6%14.7% 0.2%60.6% 4.3%19.7% 0.7% 0.1%24.9% - PHF 0.542 0.500 - - 0.625 0.891 - 0.842 - 0.926 0.375 0.862 0.945 0.417 0.889 0.744 0.815 0.643 0.500 0.841 0.946 Lights 0 1 0 0 1 239 0 122 0 361 3 1204 375 5 1587 115 513 2 4 634 2583 %Lights 0%50.0%0%0% 6.7% 97.2%0%95.3%0%96.5% 100%98.7%95.49/6 100%97.9% 99.1%97.2%11.1%100%95.2% 96.5% Articulated Trucks 12 1 0 0 13 1 0 0 0 1 0 9 1 0 10 0 0 15 0 15 39 %Articulated Trucks 92.3%50.0%0%0%86.7% 0.4%0% 0%0% 0.3% 0% 0.7% 0.3% 0% 0.6% 0% 0%83.3% 0% 2.3% 1.5% Buses and Single-Unit Trucks 1 0 0 0 1 6 0 6 0 12 0 7 17 0 24 1 15 1 0 17 54 %Buses and Single-Unit Trucks 7.7% 0%0%0% 6.7% 2.4%0% 4.7%0% 3.2% 0% 0.6% 4.3% 0% 1.5% 0.9% 2.8% 5.6% 0% 2.6% 2.0% Pedestrians - 0 0 - - - - - 0 - - - - - 0 %Pedestrians - - - - Bicycles on Crosswalk 0 0 0 0 Bicycles on Crosswalk - - - - *Pedestrians and Bicycles on Crosswalk.L:Left,R:Right,T:Thru,U:U-Turn 3 of 6 1. Mustang Drive/Court at SH 26(Ira E Woods...-TMC Wed Jan 20,2021 Vjens& PM Peak(4:30 PM-5:30 PM)-Overall Peak Hour 11t All Classes(Lights,Articulated Trucks,Buses and Single-Unit Trucks,Pedestrians,Bicycles on Provided by:C.J.Hensch&Associates Crosswalk) Inc. All Movements 52 ID:809087,Location: 32.91909,-97.11909 Sycamore Ave., Pasadena, ,TX,77503,US Leg Mustang Court Mustang Drive SH 26(Ira E Woods Avenue) SH 26(Ira E Woods Avenue) Direction Eastbound Westbound Northbound Southbound Time L T R U App Ped* L T R U App Ped* L T R U App Ped* L T R U App Ped*hit 2021-01-20 4:30PM 2 1 0 0 3 0 77 0 32 0 109 0 0 180 63 0 243 0 33 360 1 0 394 0 749 4:45PM 3 0 0 0 3 0 76 1 24 0 101 0 0 150 61 1 212 0 40 318 3 0 361 0 677 5:OOPM 4 0 0 0 4 0 68 2 29 0 99 0 0 197 65 2 264 0 35 429 0 1 465 0 832 5:15PM 1 3 0 0 4 0 69 0 22 0 91 0 0 198 56 1 255 0 39 339 1 0 379 0 729 Total 10 4 0 0 14 0 290 3 107 0 400 0 0 725 245 4 974 0 147 1446 5 1 1599 0 2987 %Approach 71.4%28.6%0%0% - -72.5% 0.8%26.8%0% - -0%74.4%25.2% 0.4% - - 9.2%90.4% 0.3% 0.1% - - - %Total 0.3% 0.1%0%0% 0.5% 9.7% 0.1% 3.6%0%13.4% 0%24.3% 8.2% 0.1%32.6% 4.9%48.4% 0.2% 0%53.5% PHF 0.625 0.333 - - 0.875 0.942 0.375 0.836 - 0.917 - 0.915 0.942 0.500 0.922 0.919 0.843 0.417 0.250 0.860 0.898 Lights 3 4 0 0 7 288 3 106 0 397 0 716 239 4 959 147 1442 1 1 1591 2954 %Lights 30.0% 100%0%0%50.0% 99.3%100%99.1%0%99.3% 0%98.8%97.6%100%98.5% 100%99.7%20.0%100%99.5% -98.9% Articulated Trucks 6 0 0 0 6 1 0 0 0 1 0 0 0 0 0 0 2 3 0 5 12 %Articulated Trucks 60.0% 0%0%0%42.9% 0.3% 0% 0%0% 0.3% 0% 0% 0% 0% 0% 0% 0.1%60.0% 0% 0.3% 0.4% Buses and Single-Unit Trucks 1 0 0 0 1 1 0 1 0 2 0 9 6 0 15 0 2 1 0 3 21 %Buses and Single-Unit Trucks 10.0% 0%0%0% 7.1% 0.3% 0% 0.9%0% 0.5% 0% 1.2% 2.4% 0% 1.5% 0% 0.1%20.0% 0% 0.2% 0.7% Pedestrians - 0 - - 0 - - - - - 0 - 0 %Pedestrians - - - - Bicycles on Crosswalk 0 0 0 0 Bicycles on Crosswalk - - - *Pedestrians and Bicycles on Crosswalk.L:Left,R:Right,T:Thru,U:U-Turn 5 of 6 2. Mustang Court at Southwestern Boulevard-TMC Wed Jan 20, 2021 Cf Hens Full Length(7 AM-9 AM,4 PM-6 PM) As at All Classes(Lights,Articulated Trucks,Buses and Single-Unit Trucks,Pedestrians, Provided by: C.J.Hensch&Associates Bicycles on Crosswalk) Inc. All Movements 52 ID: 809088,Location: 32.920022,-97.11994 Sycamore Ave., Pasadena, ,TX, 77503,US Leg Mustang Court Southwestern Boulevard Southwestern Boulevard Direction Westbound Northbound Southbound Time L R U App Ped* T R U App Ped* L T U App Ped*lot 2021-01-20 7:OOAM 2 2 0 4 0 0 1 0 1 0 2 1 0 3 0 8 7:15AM 4 2 0 6 0 0 1 0 1 0 1 2 0 3 0 10 7:30AM 2 4 0 6 0 0 3 0 3 0 0 0 0 0 0 9 7:45AM 5 3 0 8 0 1 3 0 4 0 1 0 0 1 0 13 Hourly Total 13 11 0 24 0 1 8 0 9 0 4 3 0 7 0 40 8:OOAM 2 1 0 3 0 1 1 0 2 0 1 0 0 1 0 6 8:15AM 1 4 0 5 0 0 5 0 5 0 4 0 0 4 0 14 8:30AM 0 1 0 1 0 1 1 0 2 0 3 0 0 3 0 6 8:45AM 1 3 0 4 0 0 1 0 1 0 1 0 0 1 0 6 Hourly Total 4 9 0 13 0 2 8 0 10 0 9 0 0 9 0 32 4:OOPM 0 1 0 1 0 1 1 0 2 0 8 1 0 9 0 12 4:15PM 1 3 0 4 0 0 0 0 0 0 4 0 0 4 0 8 4:30PM 0 0 0 0 0 0 0 0 0 0 3 1 0 4 0 4 4:45PM 1 1 0 2 0 0 1 0 1 0 2 0 0 2 0 5 Hourly Total 2 5 0 7 0 1 2 0 3 0 17 2 0 19 0 29 S:OOPM 0 0 0 0 0 2 1 0 3 0 0 0 0 0 0 3 5:15PM 0 1 0 1 0 0 0 0 0 0 2 1 0 3 0 4 5:30PM 0 1 0 1 0 0 1 0 1 0 2 0 0 2 0 4 5:45PM 0 1 0 1 0 0 0 0 0 0 1 0 0 1 0 2 Hourly Total 0 3 0 3 0 2 2 0 4 0 5 1 0 6 0 13 Total 19 28 0 47 0 6 20 0 26 0 35 6 0 41 0 114 %Approach 40.4% 59.6% 0% - - 23.1% 76.9% 0% - - 85.4% 14.6% 0% - - - %Total 16.7% 24.6% 0% 41.2% 5.3% 17.5% 0% 22.8% 30.7% 5.3% 0% 36.0% - Lights 1 9 0 10 5 2 0 7 15 6 0 21 38 %Lights 5.3% 32.1% 0% 21.3% 83.3% 10.0% 0% 26.9% 42.9% 100% 0% 51.2% 33.3% Articulated Trucks 16 19 0 35 0 17 0 17 18 0 0 18 70 %Articulated Trucks 84.2% 67.9% 0% 74.5% 0% 85.0% 0% 65.4% 51.4% 0% 0% 43.9% 61.4% Buses and Single-Unit Trucks 2 0 0 2 1 1 0 2 2 0 0 2 6 %Buses and Single-Unit Trucks 10.5% 0% 0% 4.3% 16.7% 5.0% 0% 7.7% 5.7% 0% 0% 4.9% 5.3% Pedestrians - - - - - - - - 0 - - - - 0 %Pedestrians - - - Bicycles on Crosswalk 0 0 %Bicycles on Crosswalk - - *Pedestrians and Bicycles on Crosswalk.L: Left,R:Right,T:Thru,U:U-Turn 1 of 6 2. Mustang Court at Southwestern Boulevard-TMC Wed Jan 20,2021 CJ Hens ' AM Peak(7:30 AM-8:30 AM)-Overall Peak Hour 1�SSOClai All Classes(Lights,Articulated Trucks,Buses and Single-Unit Trucks,Pedestrians, Provided by: C.J.Hensch&Associates Bicycles on Crosswalk) Inc. All Movements 52 ID: 809088,Location: 32.920022,-97.11994 Sycamore Ave., Pasadena, ,TX, 77503,US Leg Mustang Court Southwestern Boulevard Southwestern Boulevard Direction Westbound Northbound Southbound Time L R U App Ped* T R U App Ped* L T U App Ped*Int 2021-01-20 7:30AM 2 4 0 6 0 0 3 0 3 0 0 0 0 0 0 9 7:45AM 5 3 0 8 0 1 3 0 4 0 1 0 0 1 0 13 8:OOAM 2 1 0 3 0 1 1 0 2 0 1 0 0 1 0 6 8:15AM 1 4 0 5 0 0 5 0 5 0 4 0 0 4 0 14 Total 10 12 0 22 0 2 12 0 14 0 6 0 0 6 0 42 %Approach 45.5% 54.5% 0% - - 14.3% 85.7% 0% - - 100% 0% 0% - - - %Total 23.8% 28.6% 0% 52.4% 4.8% 28.6% 0% 33.3% 14.3% 0% 0% 14.3% - PHF 0.500 0.750 - 0.688 0.500 0.600 - 0.700 0.375 - - 0.375 0.750 Lights 1 4 0 5 1 1 0 2 1 0 0 1 8 %Lights 10.0% 33.3% 0% 22.7% 50.0% 8.3% 0% 14.3% 16.7% 0% 0% 16.7% 19.0% Articulated Trucks 7 8 0 15 0 11 0 11 3 0 0 3 29 %Articulated Trucks 70.0% 66.7% 0% 68.2% 0% 91.7% 0% 78.6% 50.0% 0% 0% 50.0% 69.0% Buses and Single-Unit Trucks 2 0 0 2 1 0 0 1 2 0 0 2 5 %Buses and Single-Unit Trucks 20.0% 0% 0% 9.1% 50.0% 0% 0% 7.1% 33.3% 0% 0% 33.3% 11.9% Pedestrians - - - - 0 - - - - 0 - - - - 0 %Pedestrians - - - - Bicycles on Crosswalk 0 0 0 %Bicycles on Crosswalk - - - *Pedestrians and Bicycles on Crosswalk.L:Left,R:Right,T:Thru,U:U-Turn 3 of 6 2. Mustang Court at Southwestern Boulevard-TMC Wed Jan 20,2021 CJ Hens ' PM Peak(4 PM-5 PM) 1�SSOClai All Classes(Lights,Articulated Trucks,Buses and Single-Unit Trucks,Pedestrians, Provided by: C.J.Hensch&Associates Bicycles on Crosswalk) Inc. All Movements 52 ID: 809088,Location: 32.920022,-97.11994 Sycamore Ave., Pasadena, ,TX, 77503,US Leg Mustang Court Southwestern Boulevard Southwestern Boulevard Direction Westbound Northbound Southbound Time L R U App Ped* T R U App Ped* L T U App Ped^ Int 2021-01-20 4:OOPM 0 1 0 1 0 1 1 0 2 0 8 1 0 9 0 12 4:15PM 1 3 0 4 0 0 0 0 0 0 4 0 0 4 0 8 4:30PM 0 0 0 0 0 0 0 0 0 0 3 1 0 4 0 4 4:45PM 1 1 0 2 0 0 1 0 1 0 2 0 0 2 0 5 Total 2 5 0 7 0 1 2 0 3 0 17 2 0 19 0 29 %Approach 28.6% 71.4% 0% - - 33.3% 66.7% 0% - - 89.5% 10.5% 0% - - - %Total 6.9% 17.2% 0% 24.1% 3.4% 6.9% 0% 10.3% 58.6% 6.9% 0% 65.5% - PHF 0.500 0.417 - 0.438 0.250 0.500 - 0.375 0.531 0.500 - 0.528 0.604 Lights 0 0 0 0 1 0 0 1 9 2 0 11 12 %Lights 0% 0% 0% 0% 100% 0% 0% 33.3% 52.9% 100% 0% 57.9% 41.4% Articulated Trucks 2 5 0 7 0 2 0 2 8 0 0 8 17 %Articulated Trucks 100% 100% 0% 100% 0% 100% 0% 66.7% 47.1% 0% 0% 42.1% 58.6% Buses and Single-Unit Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 %Buses and Single-Unit Trucks 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Pedestrians - - - - 0 - - - - 0 - - - - 0 %Pedestrians - - - - Bicycles on Crosswalk 0 0 0 %Bicycles on Crosswalk - - - *Pedestrians and Bicycles on Crosswalk.L:Left,R:Right,T:Thru,U:U-Turn 5 of 6 Kimley >> Horn SynchroTm Output - 2021 Existing Traffic QO O M O I�M O O M y O O O O cD f0 M O Q O N \ u-iMMir;r�a�oui�}c�i�aN "'r00000 E Mao 4 aa� • rn�y H cp m M O O x 0 N Q N m M ifJ(O 0 0 0 o O O J}M N m O O lD O(O O E O N= n U ■ L1J U o m M O��M O O M O y O C rn O M M 00 M U N B O O O 1� N N O X O O O----O-Q N m �riN�ov�o vi Jyc+i�v� urn-ioor�r oN �� cn v w(O a2 N 0 0 0 m v E Z p U o I m M M O tO O M N O N O a O O�N O N M O m O -m O O O c;i 2 N �O of o rn O O N W�fJ p V O O O N O ? Z L' N N� U_ M (p O o V<O O O a O �O I W � ■ ■ m .X M W m _ W W M N O J}M o V N of 6 6-0- N O Z N Z N N c N N O O V +NJ 0 0 0 aD O W N N 0 0 O Ul r N Y J}M o # o N C Z t c IL E a o 0 o N E o f o d��n op o c da 7 7 vNoi n c ^y aoi Y w N''m O�w V Qwa- _ tea-- m E mOULt��� �a� ��� a - U u' ¢ w a�.N U _U_ m O (gyp y ai od E E EH� J andrnop� �a o.acia�UH E u� 02 E E is E 3 a- �-'m N H >. aai 7 - c m.x " m a t ._ a=i in m `o.`o.a'> a� m E - a - w � `w a� 3 c o o aj-J o J m w , m a� i� o 0 0 m o m m c>-..�m co m w c E J>���a¢¢ >U d H ¢¢d d=H m in t�in� -Ir o �-2 �Y crn K►�mm o gig orn rn o-= orn�-- o0 000o E r� m � � o' � �Z� o mc� c�w n°' m � U E o d vco-� roi v`r�o Mm m-=Jvom N�00ooco x c:! oZo O U U L X > o Z N O��J N O O N W com r N OOJ N O o M N c c U04 0 No 0 0 0 o m M m o m m o s r Dorn N o 0 o x o 0 0 'u>� m Z� U F I� OO (D fD ofrn O)m O (D O w V O(O 00 N 0 0 0 cp O O V f0 O¢N Z r N 0 m D o n o U 0 � ---O o- J v>N� eo� rn= o� oorn�w0000 000 m m m o K K N U a O- x O O O V- O Q M m O m rn0 m m(00 M O V O Z J `0 0 y O O O rn W O Z \1 O\ \ 0 0 0 0 0 O J N W O O O fn � X rn W T -W 4 v v o n rn o o v v o N o o}O `o0 0 o fl x o 0 o v fl o¢v tM+J<D Z J N W O O O rn W O Z N Q U U N N L N J r N O m O O m m rn\ N Z J O KJ J N O O O w O O O =V N 6 co N C IL F Q N N p y E m 0 N L O - � L^ � - �� N N o o j7Ej o> o H p p N N N N n a o 2 N C7 U o o LL rn J o LL H o_._ 2 0 �j m¢ a 3 S d o a rn o 0 0 0 0 0 0 0 0 0 0 0 6 m y 3 C c E_ 3- `° � a a`a a a a y >m m L`a c°: m O 3 m E E a a��?`? �? �? w c (0 E" o o J ... a, c T a> m d c o 3 a� a�J m a� ai a� m a� a� a� a� a� a� o y E J J JHliato fnH W L.L�w LL�(3 W f n �H d 2 Q(q-2 w J U H 2 H Z p H O O p o p o O O m p p o H d Y LU & CN CD CN m { � � ` N)/)) a ca ) / /} §}7 \ z 3 co F— .3 I \ ®f (D }®f 55E 77 !?«7& # \ \ cc \\\\ ,- \\ }} §) � §� / ___\{ . . . r=- § m /@®a/J 2=- / / [)§=Q / ___\ e== p awes»%\q / &a° §4===} . . -=e== . . . . . . . / . . . . . / / Of ___}) \\ _ . _ \ / 00 _ : - � / CD - ~ - \ \ \ } � 7.,s1 co _ \\ \ / A /)))ƒ»/�7}75 \� 4/3J» \\\�� \ \ \\}\\ ,-E • � u��u� U �� M O o I�M o O O )G 0000 O)M M Q N Q e0 CO 00000) o N -► cmn r'Mv>��� o`n�}M��N �cooio of of o'Ev <U > W N O M O Z N NN oMo o�Moo M o xo o o M�n��o�Q rim ou�000� N m Sri----v---Jy c+i�v� w CC`O x O O O M o O)O rn m O m O N N 0 0 0 Z N COO V O J} `L V- -O — - N v E� � O M O o-M O O M N O N N V —O-- m N Z � m N d' M M O Cp O V O a 0 N 0 0 0 N a0 (O O CO m - Q-0 0 0 m M 'Z N O�J} Z V M �O� N �O H M O(O O o V(O 0 0 O y O C 0 0 0-W eD O aD W p V 0 0 V u>V CO N M N O u>J}M O N N O O COO O t00 rn M O O O J Z Yk L' N N� U M mono vc000<na o �000NmMco oco W oN u�000�n -- i0 I W � ■ • ■ m 'K M W m _ Q � O N c N L VJ � V O CO O N V O C O� O N O Vcq Om W N0 a00 O O O �C .E O C N N w Hv # 4 tt� o-a�v o f o d��n o� o c � yQ E mO mom = od�N 'E. a O - (gyp y o ai od E Eu._ EH� J and W E N E _.Lo.. is m x w m a �-'m a�w E m w o C m �n m a� a� 3 (0 `w a� 3 �..`m co n?c = H E U¢ dcoca `i m��r rnM� m ro �T o� mZ Dorn o�N ooN w o0o E co d N f o rn c o o N N o 0 o rn o z N t-N N V N X U U LLJ N r�coi rn`"�No rnm�N oo� oM z ai o��JNooN w co_ o N a c�c U 0 N N �4--oo m m 'i o�N N osr Dorn �N000w o00 O)Cp a0 CO N Z O O O U t-rn OJ O O (D M O M O O)m N N O w V O(O 00 N 0 0 0 O O O V O O¢N V rn M M Z J N `O W O O O rn W O Z O CO r(O O N O m o o D O r Z N O J N O O+ O O O d d o� U 0 c`�o rn�� mZ.-- oo rn�wo 00o w C:! �o o K KN U a m 47 O O O M t�+J Ch 00 o N Z J N O 00 N `00 O O CO - O O O V CO m o 0 0 0 0 0 0 0 o 105 0 0 o Z m oo rn � W F K X M C2 0 0 CO 00 O 00 O O O LL O O O V CO LL O Q N �ZJ >� ` + o o o rn + oz ~ U U N Q N fn J r O O= 00 KJ 0 0 0 M Z J J N N W O O O C6 'E a F ¢ co N C _� y E o-oa �.-. o E_" _ =E o a r a�a�v K E �.N - D)> o> sR j �'J wii d�d�o DLL o o-c o-s r`�J� aEi d�amHUwOOauJ�Uw y c N co o o j 0 0 o a�- y Lo- o E Lo w o> 3 o o.a� N a O~d o N N N N n a o 2 N C7 U o LL rn J o LL H o-- 2 o 9 m¢ - a 3 d o a rn o 0 0 0 0 0 0 0 0 0 0 0 m y 3 C c E_ 3- `° L`a c°: m O 3 (0 -- O o J ... ... c a� a> m d c o 3 a� a�J m a� ai a� m a� a� a� W a� 6 `o y E J J JHli atn fqH W L.L��LL�(n�fn��HdSQ(A�W J��UH2HZ0 HOO����OO�O�OHd �Y Lu CN CD CN \ � � § ( \ / ¥ E ® ; a ) / (}f 7 z 3 , � !{\ I } ®f 2 � _ � V« § /§ - 35t _ m> k\{ \ M a) ~ � �; �\§ \ ° , & ,- G O O O� O q N W 3 � N� O H i co coo a o0000 �n�N�n�n env Nro M Mal m o � co Sri u-i ago map map m o'm M O 1� M O O O aD c0 Q OO KJ•O O O B V W � V M a p p y N O O M a s UJ VJ �O M O�Q> N a0 of N sit O N ' N t N Z (n Z (p O 1� W N lips O m M M O O ' O O O ifJ N V i n s V (D V V Ol M m Z N ao meD m W mm J O O O a ' ' ' ' 0 0 0 ���•!J O N M M c0 M Q � O Q ' Z � _ l0 O N p] u0'J o D_ o m O O 1 N l0 O 2� W � � W N ' a O O i i i i i i . i . . . m O i O Q 0 N m O W cD Q W W Z O i i i i i i . i . . . ^ O H g O O � O O O O N O 1p C �0 0) O N m W LL o 1 � + m Z �L so Im. d o v m � Kimley >> Horn SynchroTm Output - 2023 Background Traffic Q m \ --v------ --N m00000 o E Mro cm • � .n U � o �d ~ o ---- - - x oip-'fl�cooco¢�m��rn N000rn o O �u'J } v N r O G E 5 M ,C E S U U > o o m co m �' N O M O o r M O O M U O -O O O N O O O O O(D 0 0 0 0 Cl) ovi J}M��� cN000c000i O m� o OCN E HN OMO�r MO m xOOONNoor�r (O�V�N cp0000 v E C)M O M E V O O Z Z W N [O O O O O O & Z C O H M O cD O V(O O O t0 O C O O fD o N 0 0 0 W N 0 m�O N O O O o J N N� M O(D O o V Cp O O tp'O O C O O O(O Y'J N r O r V O O O O m U J}M Z M �=O Ci 4 O 4 �N N O Q I W � ■ m >, N t0 m T V p D O V p 0O O O 0 O =000 M-V 00 CD - 0 M W M4>m 0000 (n d th J} O Z O NO Z w N {gyp a N N V O(p O V(O O O O C O O O N O N W O M O O O r M N N.IL E I L O C U N ~_ ■ ■ O ww N C m�c o� Nd N tiO H c Ydo#m� j_ > O uw E U �UQ ^R- o2-00n-fO w . 3: doU a 0"5> E¢ O 3 a E o 4(p to E Uc�=`o 7 C d s E E m m E o ~m a o Y Ni w m o o m aUi Z a m N ~ ru at E y N j aai at.� cc o o x at- o o w J at at m at o -�U o_n d E w ._ `o °' "'.' io o X°-' °' c H E rJ >��LLa¢a >UdH ¢¢dd��mtn to 2of ¢U¢OZ U�G=¢ t �Y Q�C6 m N N M OJ O N N Z m 0 0 N O O N W 0 0 0 d N cc [n o U a o m d -6 H�(..�co o rn +u> � v�Minr r o Caoco `oOoptO x OO V co OQto m m c o r O j rn Z J N W o 0 o W O Z O O N [n� ai rn o u� vopo m N�� U U x p U > 0 0 0 0 0 0 (Z N co U N N W p + 07 o�o� U 0 Cl) t �R'o"'o0 0� m m rnv vz w rn��000 w o o E N Z m�rnco� �m m oeo w �N + o o N OfD 00 N O O O U O lD O Q N F apt-vvrn rn m o vrnornM �zJN �o w p + oz Z F-N� O CQ5ON N ~ U U J O� J O O � -I r up'J O�fOJ M N(MO m; Z-Z 0 m ..-O O O N x 00 C M � �N cj aC M o O Z J E O W 00 0 00 O W O Q r 1 o2 T x o z o U U m�-rOp--- o� A oc ou���000 00 o 0 0 0 o m z J J N w o 0 0 mo 0 0 0 0 0 0 0 � o 0 o Z of oo rn 0 w � U w�vvo 8 Lkm} ---Ana vo�NO(D N�0000 x o0 - x o¢ m T w ON M O o Z J }O W O O O O W O Z N Q U U N N N J r O 00 O O O M 0 0 0 0 0 O - N M M rn O r M M Z J J N N W O C) OI U O�O' N N co co F Q _ H l6 O l6 O `O 0)> otE > :r�wii at�d"o�E o at"�c aY Eat a�i o ai0 aEi at w'a�nHUwCJ�a�nHUw as y c p 0 3�� - "LLB 3 ELL ai w E o o rn� dY >.>.cn`o�0p�� NNN N a m `o N N C7 U ai LL °' rn o d LL H o v= d C.7 m¢ m 0 3 c°1 o'o 15 0 o U o 0 0 0 o U �'a a m ;t c°J a o- o-'c E a °�°?`? a;�? a; °��?°i a;`? c='•. -- at c m at at a`Oi L° at at at at m at at at at at ` o w I E J J H li a(n fn H Ili L.L 1.1(n fn J J H d Q fn J W J J U H S H Z O J H 0 0 0 0 0 0 0 0 0 0 0 H d a Y \ \ }\ \ \ 77 \ CD CN 41� { ( \ ( \ \ ¥ \\f R ) / \ /f/ 2 z & U) ( E 2 \ kEE ^ �! V« 3 7 o o■2 § _ /)\ \ 3S § \ °\\, # ,- \\ }} 33 ■ ° §) ]/ CO _- _ . - r . . . ==ate= @3-§§/ § /gqE @E22 7 )7R------- --- &< Of qm=\/ . . . aim \ . . _ _ _� , -- -2= / . . . . . - ___\ --° \ \\\4 }\ . _ _ . . . . 4 � ---,°�a . . . --- .4 . . . . . � � � �� � / Of ___}/ o of - � / \\j ~ \2 \\ - \\ 2 � �\ } 0 - \\ \ \\\ \\} \- \ c)3— a c) k= ,� IL rn oa cn c-�o�rM o o x000 Mrnou�ou�m Mm� o ow o o oo 30 N -► cmn r'Mv>���oo`n J}M��N �oo�o� �E . = o = v U Y M O r M O O M O y O_ C M r O N O N m � O O O co U N O r V 0 Ip J}M cd O E V M O O m Z Df N N O M O o r M O O M O X 0 0 0(O N(O aD O N Q (O M 0 0 0 0 0(p NZ �[J N uO K 0 J M v r uO'J O O N+O N E cD rn O l ■ ■ O F H N O M O r M O M C=! O O O o N� rn O rn m YD m N OD 0 0 0 m V O M O o r M O O M N O N r O r m N O O O V Z � U I m M M O t0 O O V O N O a O g O�N O O- aD O c0 m N- --O O O- � Z 2 M M N O O O d(n N =O � M ocnoo v,moom wo boo o�o�o�wow v o �d V M ifJ N J Z N O Yt L' N N� U � m O V M N O J M p V M N O O O N M O M N N Z Of M m m T � v oco o�v<poo cD o a�000�mo�o�pinwo�rn 0000w rn � Q � O N c N L fA � V O CO O N V t+J N O�fJ J O O C O�tp O-o� IL c IL C 1 1 O o a -� o 0 N Q d N E 7 7 vNoi n c ^y aoi Y w N''m o�w V Qwa- _ tea-- m E mO mom = od�N �� a -ULt��� �a� ��� a - m (gyp y o ai od E E E~a J mdw2E E o=� rnoO� aacia�UH E u� 0�2 is m x 3 w m ao-o- o C m a� 3 (0 `w o a�-J o J a�i w a� m m ._ = co d o J0 E o ._ c �..`m co n?c H E d d_H m w u�in o -¢U Q O z UIr -¢ Y IL coca \ m�mm rnM� c o - -T o� rn Z _� Dorn o_�NooN w o00 aa� d �y H F r O K O CO N O 00 O O cp X O O�(O 7 N �FcN.i�rn o �p �p vr�oo� Nz JN �� w 000rn w oZ o O F N N N U U n )� U m N N m N O m N (6 fn O _ d 07 0�o U 0 cl) ■ �R,rnrn oo �o� m m�i'� �c� �Z w� orn �N000w o00 € NO [ [If U O O O N H F M M O � (2 f2 oD O)m W oD O w V O(O 00 N O O O O cp O O V f0 00 Z N Z F� � M M V I V O•--N �Z J N � H O W O O O rn W ` Zr U p m�mm�uo-,� o�ro rn rn a�c`oo rn=r roZ oorn�wo 00o w o00 �2 ME} c N o of H fS O V KJ V�O Y'J O e N O O O- X O O O V-CD O Q M m O rnO m 0 0 M r 0 W Z J O ` y O O O rn W O Z r m -o o--- 0 o= � �r o o o o rnO o�o� ��N Z J O� U c mo 0 0 0 0 0 0 0 Oo 0 o Z m oo rn 0 w F T m tt��o o �rn } �rnmo�v v o��o�o boo -oo o--w OOO-- oQv m w ` � 000rn oz ~ U U N Q N (A J r M M O i0 00 O N O N o O 00 KJ 0 0 0 0 O M M rn O O O O)O M M Z J J N N W O O O Cco a F ¢ cli y E NN_ Vi N Q t6 N iO a�a�v K E �.N - L^ d o a� - o a-H d DLL o o-c o-s r`�J� m aEi d- U w OO auJ�U w c E y N N o Lo w o> 3 o o.a� N a U o~d o N N N N n a o 2 N C7 U p LL rn J o LL H a 3 d o a rn o 0 0 0 0 0 0 o 0 0 0 0 m y 3 C c c l a c a`a a a a y >m m L`a c m 0 3 �?`? �? �? w o c °' (0 -- o o J ... ... c a� a> m d c o 3 a� w J m iu ai a� m a� a� aZ a� a� a� o y E J J JHliato fnH wLL�w LL�(3�f n �H d 2 Qw w J �U H 2 H Z O H O O�o ca o O O m O Cl O H d Y a_ }\ CD CN 3 \ � � § ( \ \ ; a ) / (}f 7 z 3 , � !{\ I } ®f 2 � _ � V« § § / - 35t _ "I> k\{ \ Cc �§ \ ° , & ,- i{ }} 33 ■ ° §) ]/ \� __ . . . . . q r Ek a 2 #--_/ . . -=e= § 2 7m�»t»�/¥E 222E Of ) 2 . . \ 24=--\ . . - -_- / °° _ © ° _ _ ( of °)) ®�® ° §4===} . . -=5==Of . / . . . . . / \\° . . �- � ^ . . \ . . . . . . , � . . \ . . °_� . . . . . . . . . . . . \ _ \ / of - � / - ~ --- \j § \\222)222\/2Q2 - _ - \ \ \ } C �\\{ - « \\\\(Dro _ \\ \ / A /)))ƒa,65 a-5 \� 4/3J» \\\�� k\ \ \\}\\ ,� Kimley >> Horn Synchrol Output - 2023 Background Plus Site Traffic Og�r M O O M -O -O O O N O r N O N Q O ifJ O O r r N O)o�rM O x000N r Q r omrrm �000 0 f/)N U M � V O o O W}M N G O r O r E V M N O + 2 ti ■ a M O�r M O O M �vi O N ��u0'J O O O U V O O N O O O O co y • C N N o M o r M o o M o ¢cc `� z �n Nvwi�Miv�ovi Jyc+i�v� u�'-iooeooeo E o Chm N o f?O M O M w(O N O O O V M eD o eD p r p aD„ m o o O N E o Z mug �N��nrnv�o vi J j<+i co c000vov M E ��0000 z w U � N o O M ocn o�cc000m wo boo �o.n� wNpv V 000M u>V N N N M N O O J}M Z N O O(rp O tr0 V N 2 N J Q U d M �oo�vcOoo a o �ooO��fJ ins W �� t000ov -- to I W � ■ ■ ■ � U m m T v o 0 o v o 0 0 0 o o o 0 o M o 0 o p w r rn o 0 0 0 o n 0 V N Z N N o fA � (O 0 cc! N V O CO O V o (O O O C O O O M 0 eD O N W O i0 O O a V C" Oo O O c6 O- M# W r 0 N .0 Z L m IL E me NE w Hv # o tt� o.a�v �a—o E od�� � op oc �¢ 7 7 vNoi n c ^ Qw _ tea-- m E mO mom = od�N y �� a -ULt��� y¢� Uo a - U _U_ m m O w y J'�Cj m (pp y ai od E E E~a J and W E o=2 oop� o.acia�UH E u� 0�2 N C m E a"moo.. E E is 3 a- �-'m p a�w o o j E°� m a m" L' ~ a>>ai E2 o E N H >. aai 7 - �_ m.x -- m a t ._ a=i in m `o.`o.a'> a� m E - a - w c `w a� 3 c o o a�-J o J a�°i w a� m a� i� o 0 0 m o m m c>-- m co m w c `" E H }¢ > a¢¢ >U d H ¢¢d d=H m in t�in -¢U¢ O� � M �IJ O N N o O O m "' O O O 00 O E r Q N m V V M C o O O O N V V Z O �N N W p O U o O fn O O r�+oZy H�(.•O O O x U) OO M J 0 W OO QZ cD O + = O N }♦ r �O N O m r0 m V V Z N O J N O O N w O O O + p o o U 0 ■ mR,�n�n oo �o� m m rn � � r�Z w� oo �N000 w C 0 m H F O O O (D fD of O)m O w V O(O 0 N O O O O-U O O V- O¢N (h F m<-v N rn O M M V m M M Z J N 0 `O W O O O O + O Z O Z(�N O O N O N N ~ U U N O O O + o!o o Uw 0 mV----uo- - o�ro m i `n�� � rno� mZa oo 000 Ooo o U m O O O O V M M M KJ o Z J N O O N `O O O(O w O O O V(O w O Q c"J O O r O N 0 H + O O O O + O Z Q 0 o U U d m K' r O O N O OD O�J(D 00(7 Z J O ^N N O O O w 0 0 0 M m F o mM M o 0 0 0 0 0 � rn= o Z m oo rn Tm O)-O N 00 E!--0 LL O O O V(fl LL O Q V m W ��� �Z >� + + oZ U U N Q N fn J r W W O i0 00 O cp O fD o O 00 KJ 0 0 0 0 O M M rn O m OOi r 'n Z J J N N W O O O N C V. fn N M ' co IL F Q N N y Eo� ca _off ca a N L H O— .Q H O N�U O N d t"" N_ Vi N Q t6 N E iO - L^ aw d o o SR - �� N N o o j� o E Lo w o> 3 o o N a O H p p N N N N n a o 2 N C7 U o o LL rn J p o LL H 3 N d o a m o 0 0 0 0 0 0 o 0 0 0 0 m y 3 C c c E_ - `° a c a`a a a a y >m m L`a c°: m 0 3 m E E a a��?`? �? �? w w (0 E-- o o J ... ... c a� a> m d c o 3 a� a�J m a� ai a� m a� a� a� a� a� a� o y E J JHliatn fqH LPL.��l.�(n�(n��HdSQ(q�w���UH2HZ0 HOOppppOOp Op OHd �Y \ 3 \ �§ { � ¥ {\f e )/))� ` N a ca ) / /} §}7 \ z 3 (D } ei § / $ �J 77 !?«7& # \\ \\\8 ,- \\ }} 32 ■ ° 7 ; m3 , . . _ § co In Of / [//=s __ _ . . / � of &a°}) &Gw ° Q \ ¥ Of . . . _ = a 00 _ : - � / - \ \ \ } U\ �\\{ — « \\\\\�� _ \\ � \� 4/3J» a:\� \ .=.=. , O� m m O M O�r M O O M vi O O O O N r M O 0 0 Q O ifJ V O O O M r N IL O),�,oty m Mo�rM o ��o x000Nr�m mmmm��� �000� o fn cq r'Mv>���oo`n�}M��N cmoco�o� Ev c:i 1 + = v U m Cm N O M O r M 0 0 LM vi O C O N O N m �O 0 0 0 0 U o r v o }M m o o s � E v M o O Z ,[ • Of N N O M O o r M O O M O X O O O m N r m O m Q m Ncc O M O O O r m Ch o M w(o o 0 o m M o M U m m m m M o 0 0 N Z N V-O J} O v N O M O o r M O O M N O N r O O O m O m O O m O O J 0 cz� 0� M E E N O O Z � U 5-0 0 0 O) m O m m N m O, um O O O '2 m O V M N O V N � �Z M N O O K � O d m N 0 O H M O(O O o V(O 0 0 m a vi O C O O O M O M W W m m V ilJ D O O M 0 u>V O N M N O u>J}M Z cN'J N O O O ,fmJ N O M J d U d o o m O + M m m T V O O V m 0 0 p O O O O O O m 0 0 0 p V W M O O O O m n h 0 K N O�0 0�0� tO0 N m N � O Z N Q � O N c N L VJ � V O m O N v t+J N O�fJ J N O C O�-O m O(NO W MIL 'C _ p F ' ■ d ON d O N N Q d NEo.a�v � o E o��m � o� oc �¢ 7 7 vNoi n c ^y aoi Y w N''m o�w V Qwa- _ tea-- m E mO mom = od�N 'E. �� a -ULt��� Kam � � w J (gyp to o ai od E E E~a J and 00O�a� N E _.Lo.. is m x w m a �-'m a�w o O o.o.? °' E m w `° o o a>>N N H C m �n m a� a� 3 (0 `w a� 3 0 o a�-J o J ami w a� o m ._ = co d o J0 E o ._ c �..`m co n?c u, E J o_oU��H��}¢ >��Li aa¢ >UdH ¢¢dd_Hmin t�in� -QU¢OZU� -Q �Y O em m o = orn�-' o0 000o E r� m o o - o' �Z _� o mc� c�w o o a5 o w IL [q d ~4 N N 0 W W Ln O M O o O K O CO N O 00 O O cp X 0 0 0 (O O Q cD N f N N O u"l �O V m O O N N Z J N H �+ 0 0 0 0 W O Z O + S ? U U o C N r N N m N 0 m N m\O N N Z N O J N O O N w O O O 0) O e _ d p o o U 0 y� m cO'J m O O O OMD m-AL 6Oi N N Z�r 00 m N O O O w O O O H F M M O O m m Ln m 0) c m m O w V O m 00 N O O O O- O W O c m O¢N V O•--N Z J N H O W O O O O O Z NO (_ �n N U U N Zr N O o o O N Z N O J N O O w OO OO OO LO U p m�mm�uo-,� oLroi� �' a�cmo 00 or roZ oo rn�wo 00o w o00 m } o K N o + F on ��O N1w(2 O� O N O m X O O O V m O Q M m 00 m m O M r 0 M W Z J O `0 0 y O O O O W O Z o�2 o�R d ►ry-oo--- m m o�o�co o� O 8 �r0000 0 0 -M V, m a0 0 o N Z J w N W 0 0 0 m U c m �o 0 0 0 0 0 0 � rn=_ o Z m oo rn 0 N 00 O 00 O O c0 w O O O v m w O Q V m T W M D M D Z N + 0 0 0 0 + o Z U U N Q N fn J r m c0 O 9 00 N O S 00 O Y Ln m N N O)0 0 O Z J J N N W O O O co N C ��IN O��� O O U fn N M 'C a F Q N y E " o.o. __ _ =E o�r=off caV o ca a m 0 N O Q" d a'O O N U O N d a�a�v a� - �� a> �,J �wLi d�d�o oLL o-s � J� m aEi d�a�nHUwOOLi u��Uw � y IE c N N o o j 0 0 o a�- y Lo- o E Lo w o> 3 o o.a� N a U O~d o N N N N n a o 2 N C7 U o o Li rn J o LL H o-- 2 o cj m¢ '� a 3 d o a m o 0 0 0 0 0 0 0 0 0 0 0 m y 3 C c m a a`a a a a y >m m L`a c°: m O 3 m E E a a��?`? �? �? (0 -- `o o J ... ... c a� a> m d c o 3 a� a�J m a� ai a� m a� a� a� a� a� a� o y E J JHli AA.P W L.L�I.I(n�fn��HdSQ(q�w���UH2HZ0 HOO����OO�O�OHd �2 IL }\ .0 \ 3 CD ( \ \ ; a ) / (}f 7 z 3 , � !{\ I } ®f 2 � _ � V« § § / - 35t _ m> k\{ \ M (6 a)§ \ ° , & ,- G O O IL N a m m �d ca 7 O� O Y o 0 0 oa o m o o m M o 0 ' oo o ON —roc- ---vv M m o �o �n cn mco Sri u-i �mao ��mm N c 10 � � c rn�com m cower Z Q Z m O m c"J-O Oa ' ' O O-O- J O O O a ' ' ' ' 0 0 0 -M V———'O of m r '� '' '' H N O N " O O O N M O ' LL W m r� lO O O i � M O m i i � • m ` � o Q W O O m � NW LL m � o N W li it � H l6 � (A 1E �L g �' _=d o m o 0 E U� ��U m a� c �2>� � �in in ��� co aa�� 00 ��U�rn �>. E U> 3 U d o > o w c U o---o `o w —U o m U U U U `" E 2 _ - ��iiciin�in>c�a=� �' c� cicic��a a�� _ U=2=2 �Y Kimley >> Horn SynchroTm Output - 2028 Background Traffic • O O m 02) H cp m O o M O O x 0 0 0 N N O N Q O m O O O N O ON -► cmn r'Mc`no�coa�o`n J}M��N �6ocriocri E- M 1 S in U U _ co M O�f�M O O M O y O_ N �O u>c0 O O O W �O N 0 0 0 eD m Z E OfN N O M O o M O O M O 00 Z �O N O O O K�O N F H N o t h o o r M o M w o o( x 0 o m o p rn p m o 0 0 0 0 I E N N o Z LL 0 N I m M M O(O O M V(O N 00 a TO O�N O M aD O c0 m M O O O 2 Z M (O O O 6> O d(n �O H M O(O O V(O O O(O vi O C O O -o NO N O N LL—W O V O D O U M (p O o (O O O(D a O O m i0 N M Cp M N O J M O V M O O O m 0 N C O Q Z N c I } W � ■ ■ � m cYi M m m Q � O N o N L V) V O CO O N V t+J N O�fJ J O O C O�tp O M o M O M LL aO0 O O V N IL C 1 1 O IL c U) N fA 1 ^ 5 c s ai U O m y N E mOULt��� _U_ m m O w J'�Cj (gyp y o ai od E Eand W E o=� �0O�a� o���� am o �a aacia�UH E N C m E a� E E is 3 a- �-'m�m ,w o O o o a� j E°� `°a m" L' ~ 5>a) N H >. aai `w o o a�-J o J ai w . - m. i,- o 0 0 0 m '- o d �' " '�m o m w c `" E a¢¢ >U d H ¢¢d d_H m in t�in —Q U Q O z U —¢ Y gig o� v o-= orn�-- o0 00o E Q m r� y ` OWN NZ� O �N NW 000 N dN • fn o aD of d U d o N ~4 Q)OJ O O> M M V cp M i0\N N O K O CO N `00 O O cp X O O (O O Q cD 7 N co corn o �oM'� �Z�N �� w 000rn w OZ o O S U m �O m N O f0 iD Z N O N O O N W - (6 VJ O _ 0_ 07 0�o U00 0 ■ �YtMM oo �o� m Mo �� N osr oo �N000w o00 € NO N U U O!O 0 0 Of�o M moo, o�roi�`n�� rn o v� U O oo rn wo 0 0 o w o 0 0 O N `00 O O-w O O O V— c:!►rm� -M m (OD O�J(D rn N Z J O J N W 0 0 0 Q o o U a F o m W o 0 0 0 0 0 0 0 c 5\�O K �u��n o �� �} �rnco�n�u� in o�No�o �0000cfl x 000vco oQv m �?cm� Q U U N N (A J r(D c0 O i0 00 O N O N o p' of O 00 KJ 0 0 0 0 O .Q V N M M rn O m m O M M Z J J N N W O O O co N C a F Q N D m 0 of N_ Vi N O-t6 N iO a�a�v E �.N - L^ d 0)> o>j �'J wii d�d�o oLL o o-c o-s r`� aEi d�d V)HUw ODa(q�U W y c N N n a o 2 N C7m¢ a 3 d o a m o 0 0 0 0 0 0 0 0 0 0 0 m y 3 C c a a y >m m L`a c°: m O 3 m E E (0 E-- o o J ... ... c a� a> m d c o 3 w w J m a� (n f n H d S Q(A W J U H 2 H Z 0 H O O O O O O H d Y \\ � 6 \ 00 CD CN �§ �q { � / ( \ \ )) a ) / /} §}7 \ z 3 U MR I \ ®f (D } § / $ �: 10 77 !?«7& # c ) / /j) \ , cc § \ ,- G O O Q N N O �d ` O 02 Y 3 � U m N Nm O O O O N ' ' ' n O O N M O Cn VJ Z M O O co N H i000 a oo�oo r���n�n env�rnrn ���rn m o co Sri u-i �mao ��m Op O O W N N m N---N-V W 6) O of m O� --O O--r O 22 -co J O O O a ' ' ' ' A 0 0 Zm r O O M 2 O- Z p C H 0 0 0 N ' ' O O A 0 0 O d' C 2� LL W m N N O M O [p m 2� LLC6W ' N � O O O � N " ' A 0 0 O ' ' ' • J� r O Q O N Q W LL Z Z N � m N V ND3 D3 a N � (A 1E U cl p°� m Zu m o � w E UU m a� c �2>� in in�S2 c ��� co >. E 3o U> 3 U d > w c U o---o `o w —U o m U U U U E 2 _ - ��iiC)j,0,n>c�a=� �' c� cicic��a a�� _ U=2=2 RY O� O M O r M O O M vi O O O O r a0 N O O O Q O ifJ N O O O N r N IL N (00 0 0 O)u���p U o PEI �ozs � cn Moo rM o o x000rmin fn fnUVUo m �000�n o O E ' O = v U o Y M o -M o o M o U N O r V 0 10 J}M (p 0 0 E V M O O m Z Df N N O M O o r M O O M O X O O O O N r O r Q m O O(a 0 0 0 � Ol F H N O M O r M O M w c:` 0 x 0 0 0 (O O tp U aD m CO m N m 0 0 O O V O M O o r M O O M N O N V O V m M Z E 0 0 C E N O O Z W U c N �O H M O(a O o V(a 0 0(O vi O C 0 0 0 V N-a>O m w W V 0 0 V 0 J}M p N N O O Op O (rD N V M O O O J N N� U ` m M fo oo oovf000 a o �000v W � ■ ■ � � ' m cYi M m m T V O O V 0 0 0 p O o O O O M Gp O O O o n W D O 0 0 0 0 fA n aD 0 K N Q � O N c N fA � V O CO O�V(a O O(O IIL E O O O O F ' ■ d a o Q d O U N N a) Ul I y N E 7 7 vNoi n c ^y aoi Y w N''m o�w V Qwa- _ tea-- m E mO -ULt��� 0)> a - o J'�Cj m 'n (cp fn o ai od E E E~a J and W E o=� 000�a� o�--� am o �a aacia�UH N3 J(0 m d_Hmoin t�ion� ¢U¢.O`mZ Uo�n?c > R.m � �tr UdH0 c �i6 o o don � H_aaEi IL coca mIr�rnrnrn M� c o - -T o00 oZ 40 �NooN w o00 aa� fn aD K of U fl N d 00 O O cp X O O�(O N m fm.mnrn rn m m vrcrn$m mZ�N ` w 000rn w oZ o 0 m f N N O V O O N N ~ U U n o� U m N N m N O m O r O N N Z N O N O O N W O O O m o _ a 07 0�o U 0 0o t �R„o 0o M M �m rn osr - 0000 x o00 Z Z Ol CDV V cp aD �O �fJ V N V V U N H f N N O O (D fD of O)O O w V O(a 00 N O O O O- O W O V- 00 Z N J N `O W O Zr W N N 0 m 0 CO 00 o m Z 00 J N O O+ O O O 4� O� U 0 [if�N`a�uo-,� o�roi� �' a�c`Qo rn=a vZ� oorn�wo 00o w o00 o a H fS O M M M M t�+J O e 4> w N 0 O N O O- X O O O V— O Q M m O o O O M r o O Z J O `C O + O O O O w O Z c c ~ U U Jm O O N O a�i(OD Q�J(mD O Z J O ^N N O O O w 0 0 0 M o o U mo 0 0 0 0 0 0 0 o0 0 o Z m oo rn 0 w F m��u�o � oo �� } �rncoo� r o��ofo boo �0000ca w 000vcow oQv allo Q N fn J r N of O i0 00 O N O N o N N Z O 00 KJ 0 0 0 0 0 M M rn O O O a)O J J N N W O O O a F ¢ N co fA I I ■ O .Zc-U E o a r=o ff c a-a; c a a m 0 N E d a�a�v K E �.N - L^ d o a� - 0)> o>j �'J wii d�d�o oLL o o-c o-s �r`�J� o aEi d�f1 VJHUwcioa"<n�U W y c to o p j 0 0 o a�- y Lo- o E Lo w o> 3 o N N N N n a o 2 N C7 U p LL rnJ o o LL H a 3 d o a m o 0 0 0 0 0 0 0 0 5.2 0 0 m y 3- `° a a`a a a a y >m m L`a c°: m O 3 m E E a a��?`? �? �? w c °2 (0 �-- o o J ... ... c a� a> m d c o 3 a� a�J m a� ai a� m a� a� a� a� a� a� o ; E J JH liatn fnH wLLwLLw f .zi HflxQw-wJ��c) HZo H O O ca o ca o O O m o cl OH E �Y \ \ }\ 00 CD CN 3 \ � � § ( \ \ ; a ) / (}f 7 z 3 , � !{\ I } ®f 2 � _ � V« § § / - 35t _ "I> k\{ \ Cc (6 -M a) ~ � �; 5§ \ ° , & ,- G O O IL N c d m m �D_ 7 c O Y 3 m U m N OD Ofo 0 0 0 m o o m M O N H aim m0 ca ' Oo moco d m`3" co Sri u-i ao mao m o�m om m can coo o covo N`o �c�i v���u�-�Nvoo �'6'�� om co � c rneomrn m mwm � M Ir N o'J O a O o M N N O O m 0 m.1 V V O O ' ' O O-O- J O O O d ' ' ' ' 0 0 0 ———-M O V(O M V Q H O Q m O <O O N r O O M NO m O m Z � Zi LL Z 2i O C H O O O N ' O O O O O ' ' ' ' ' ' ' ' ' ' d' ' • C 2� LL W Jm aD p7 O O O � m i i � • m O N � 0 0 0 - - " ' -O O i i i i i i . i . . . o . . . O O O O O (6 W m LL m Z O O O N ' ' 0 0 a N M ' ' O N N O d H t6 N U a E w � (A � m _ � � a`� _ U m 0) o L g �' _=4_m o 0 w m E U yU m a� c �x>� in in�S2 c ��� co aau� 00 E U> 3 U d o > o w c U o---o `o c w —U o m U U U U E 2 _ - ��iiciin�in>c�a=� �' c� cicic��a a�� x 3xx=2 �Y Kimley >> Horn Synchrol Output - 2028 Background Plus Site Traffic Og�r M O O M -O O O - N 00 N E Q O �!'J O O r r N Q w \ �Mr�o�a�oui�}c�i�aN 000 o Mao 0o co • m w oZy O M O r M O O x 0 0 0 0 N(O O tp Q m M M O O O N O fn N �� cq r'Mco�co�oo`n�}M��N �ooror of m E ■ } _ U U o oco C m N O M O�r M-o tM vi O C -o O u>W �O O 0 0 O<2 oN r V J}M r O-O- O z E E ,[ • Of N N O m Og�r M O O M O E O O m � F m N O M O r M O M w(O O O O N O N O N p M p N frD O O O O N Iq O M O r M O O M N O N O V t0 O CO Q O OJ O O(O Z mug �N��nrnv�o vi J j<+i co �oo�+ioni M E vvo 0 z LL p I m M M O(O O M V(O N 00 aT O O�N O V�� �O H M O(O O o V(O 0 0(O a vi O C O--V o 0�O LL O W r m V -O O O- u'>V N M(O C7 N O u>J}M Z M O N r J Q �U � o o 0 o v v o v LL r o 0 o v -- m } O I W 4 ko . ■ m cYi M m m TV O O V O O O p O W O O O N G p m O 0 0 p V W O O O M O O O O K N O�0 0�0� � M N �2 Z N N N fA V O CO O V(O 0 0 O C O O O N o N N N li O OM O O -O J} i M .� O C a N fA 1 ^ 5 c s ai U O m y N w Hv # 4 tt� o-a�v o f o duo 7 7 vNoi n c ^y aoi Y w N''m O�w V Qwa- _ tea-- m E mO mom = od�N �� y¢� Uo � c a - U u' ¢ w a�.N U _U_ m m O w J'�Cj m 'n a> `m `n (gyp y o ai od E E E~a J and W E o=� oop�a� o���� aacia�UH �-'m p a�w o p o o a� j E°� `°a m" L' ~ a>>ai N H >. aai 3 '_'E a L .J d rn `o-`o-a'� m= - w `w a� 3 c o o a�-J o J a�°i w a� m a� i� o 6 0 0 m -- o d �' " '�m o m w c `" E a¢¢ >U d -Q U Q O z U O 00 O E r o O CL ~4 O O> M M u�cO M i0 o r N O K O CO N `00 O O cp X 0 0 0 (O O Q cD (n N 'E'm ca'orn c vr�oM� rz�N w 000a' w oz O f u� v �r r o�n o o MO) rn= Z a�i o��JNooN w o000o a� U C N m m N O m 00 f0 cD O p o o U 0 osr oo �N000w o00 € H F r OO (D fD of O)m d7 O w V O(O 00 N O O O O cp O O V f0 O¢N 00 O U U N 0 rno- NZ orn�w0000w o00 N W oR (2 (D p N o �d K d'N D_ 00 N `00 O O(O LL O O O O O w O Z M o O O o N o ~ U U ¢ u� J r'm- F o mm m o 0 0 0 0 0 � rn= o Z m oo rn O] T m,=000 0 o Morn oo� v O `0000 flw 000v flw oQv N W o rn Z } N + 0 0 0 0 U + o Z U N Q N fn J r M O 9-- O KJ O o O 00 KJ 0 000 O .QV N Y V V O m m O Z J J N N W O O O M 'C a F Q N ^ ^ a y J ^N N y^ y m0 N OQ" w�0 O da'O C�..� NLH O- .QHO N UO Ndt _ § NQt6 N EiO a�a�v K 5 d o a� - �� o>j �'J wii d�d�o oLL o o-c o-s r`�J� p aEi d�d VJHUw Opa VJHU W y c N N o o j 0 0 o a�- y Lo- o E Lo w o> 3 C N N N N n a o 2 N 0Uo LL rnJ o LLH o cjm¢ doamo00000000000 my 3 C c �- t0 `E2 a a`a a a a y >m m 2 c a.' c m O 3 m E E a= o�?`? a;�? a; �? w w . c 2 (0 �-- o o J ... ... c a� a> m d c o 3 a� a�J m a� ai a� m a� a� a� a� a� a� `o y E J J JHliatn fqH LL LL��LL�(n�fn��HdSQ(A�W J��UH2HZ0 HOOP 0 p 0 0 O p p p 0Ha �Y \} _ \ 3 \ �§ h { � ) / U) 2 � }®f 55E 77 !?«7& # �{ /) /j) \ , f/,- \\ }} 7 ; m3 ] $ ±) � co §#___/ . . ==a== y/a»t»-/RE m$E2 75§*//q\J§E ---- «® > _ _ \ «� / _ ) � . . . .. . , . . . \\� _ ■ ■ � °_ ° \ - � / \kk ~ --- - \ \ \ } �tm ,-\c\ �\\{ - « \\\\\ _ \\ \ / A /)))ƒ \� 4/3J» \\\�� \ \ \\}\\ ,-E O O O O M O�r M O O M vi O O O O r f0 M O O O Q O i!'J V 0 0 0 t7 r N IL O),�,oty m Moo rM o ��o x000rm r rU�Uovrn �0000 0 f/)_ (n �����V OOP J}M��N �GONON N N E� N I _ v U U Cm N O M O r M 0 0 tM vi O N V O m V 0 0 0 0 ,[ • Of M O O M O X 0 0 0 V M aD O N Q O) O m 0 0 0 C� F m o M .w(o x o 0 o v o 0 0 0 o U m co m m m o 0 0 N O v N O M O o r M O O M N O N N Gpm oR O CD m V O r O O(O In O O O O O E N O O Z W U N M M O(p O o V<O O a 0 0 0 0 V O N m r N O W G O O N N �O M ocn oo cmooma wo �000v,N-�o�W r W rn-- --o o-o o� u>V O N M N O u>J}M Z mN O O W O OrD (OO N O M O J d U d M -oo oovc000 a o �000v -- m I } W � ■ ■ � m cYi M m m T m V O p V O O W O- O o O O O N Gp M p O 0 p N W r O M O O O Ol n aD i[J r N M N 0 J}M 0 K N 0 0 0 0 tO0 N O N O Z N Q � O N o N fA � V O CO O�V(O 0 0p ��O C O O O N m E o C IL a a N O O N E 7 7 m a 71 ¢_O o2 . te -- n a>; y � Um oE y w (gyp y o ai od E EU)._ E~a is m x w m a �-'m a�w o p o.o.? °' E m w `° o o a>>N C m �n m a� a� 3 (0 `w a� 3 0 o a�-J o J a�i w a� m m ._ = co d o J0 E o ._ c �..`m co n?c u, E Hmin E r IL o O [q '� U a o m d O> roul �O V r Qj WN WN ZJN O00 WX O U) O 0 0 O0 0(O W OO ZQ cD O + o S ? U U C N r N N m N m O r O O N N Z N O J N O O N w O O O co LO o o o U p U7 t m R' V O O O OMD W �r 00 m N O O O w O O O Z V V cp aD � i 2 V O N V V 0] U (D fD of O)O O w V O(O 00 N O O O O- O O V- O¢N p� ^{� mEOO O> M M V m Z J N `O W O O O O W O Z NO O �E N�o�a �� U U N U p mR-N o U N `OO O O- OOOOO o w OZM o o ~ U U d J O O N 0 O N c0 O o m O o� U c 0 K m }O O O O X —gW W M 0 0 tM+J<D O Z J N W O O O O O Z N Q U U N N fn J r O i0 00 O O m W of O 00 KJ 0 0 0 0 O .Q V N Y O O O O Z J J N N W O O O IL F N Q N y E m 0 d a� - �> o>j �'J wii d�d�o oLL o-s � J� p aEi d�a-H U w O p a--Uw a y c N N o o j 0 0 o a�- y Lo- o E Lo w H p p N N N N n a o 2 N C7 U o LL rn J o LL H o-- 2 o cj m¢ a 3 d o a m o 0 0 0 0 0 0 0 0 0 0 0 m y a`a a a a y >m m L`a c m O 3 (0 E-- o o J ... ... c a� a> m d c o 3 a� a�J m a� ai a� m a� a� a� a� a� a� o y E J J JHliatn fqH W L.L��LL�(n�fn��HdSQ(A�W J��UH2HZp HOOppppOOp OppHd �Y IL }\ .0 \ 3 00 CD ( \ \ ; a ) / (}f 7 z 3 , � !{\ I } ®f 2 � _ � V« § § / - 35t _ m> k\{ \ M a) ~ �§ \ ° , & ,- i{ }} 32 ■ ° 7 ; m3 ] $ $) . . -=2=2 /p@»t»-E co § SE RRg2 _ - �_ __ _©_ -©© -__ ®®_ / . . . . . / ___\ S°° )2mwesa2gq EEEq »® ( ` / - §4»=°ƒ °°SaR � . . . . . / . . . . . \ __ . . . g e = . . � . . . . . . § °ƒ 2_= ) = a a} ) � J CD k § - - \kkCD - ~ --- 2 \j § \\222)222\/2Q2 - _ - \ \ \ } 0 \ �\\{ - « \\\\\�� _ \\ \ / A /)))ƒ»/�7}75 \� 4/3J» \\\�� k= \ u== ,�