Attachment D - Acacia Atrium Medical Office Condos Traffic Impact Analysis — Newport Beach City Council, April 14, 2026

Attachment D
Acacia Atrium Medical Office Condos Traffic Impact Analysis prepared by Ganddini Group, Inc., dated June 20, 2025
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/37/38/34/45/45/36/35/36/40/48/34/35/37/34/46/34/43/49/47/36/47 /50/51/52/53/54/55/56/57/58/59/54/60/52/61/57/62/63/64
/65/66/67/57/68/69/70/68/69/68/71

prepared by

Bryan Crawford
Giancarlo Ganddini, PE, PTP

GANDDINI GROUP, INC.
555 Parkcenter Drive, Suite 225
Santa Ana, California 92705
(714) 795-3100 | ganddini.com Project No. 19822

ACACIA ATRIUM MEDICAL

OFFICE CONDOS

TRAFFIC IMPACT ANALYSIS
City of Newport Beach
June 20, 2025
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TABLE OF CONTENTS

EXECUTIVE SUMMARY ................................................................................................................................................. III

1. INTRODUCTION .................................................................................................................................................... 1 Project Description .......................................................................................................................................................... 1 Study Area ......................................................................................................................................................................... 1 Analysis Scenarios ........................................................................................................................................................... 1

2. METHODOLOGY ................................................................................................................................................... 4 Traffic Phasing Ordinance Analytical Methodology ............................................................................................... 4 Intersection Capacity Utilization Methodology ........................................................................................... 4 Performance Standards ...................................................................................................................................... 4 Substantial Operational Deficiency Criteria .................................................................................................. 5

3. EXISTING CONDITIONS ...................................................................................................................................... 6 Existing Roadway System .............................................................................................................................................. 6 Pedestrian Facilities ......................................................................................................................................................... 6 Bicycle Routes .................................................................................................................................................................. 6 Transit Facilities ................................................................................................................................................................ 6 General Plan Context ..................................................................................................................................................... 6 Existing Traffic Volumes ................................................................................................................................................ 6 Existing Intersection Level of Service......................................................................................................................... 7

4. PROJECT FORECASTS ....................................................................................................................................... 16 Project Trip Generation .............................................................................................................................................. 16 Project Trip Distribution and Assignment .............................................................................................................. 16

5. FUTURE VOLUME FORECASTS ...................................................................................................................... 22 City of Newport Beach Approved Projects ........................................................................................................... 22 Ambient Growth ........................................................................................................................................................... 22 TPO Year 2027 Volume Forecasts .......................................................................................................................... 23

6. TPO ANALYSIS ..................................................................................................................................................... 28 TPO Year 2027 One-Percent Threshold Analysis ............................................................................................... 28 TPO Impact Assessment ............................................................................................................................................. 28

7. CONGESTION MANAGEMENT PROGRAM ................................................................................................. 31 Background .................................................................................................................................................................... 31 CMP-Monitored Intersections .................................................................................................................................. 31 Requirements for Improvements .............................................................................................................................. 31 Criteria for Preparation of CMP Impact Analysis ................................................................................................. 31

8. CONCLUSIONS .................................................................................................................................................... 32 Project Trip Generation .............................................................................................................................................. 32 TPO Impact Analysis .................................................................................................................................................... 32 Congestion Management Program .......................................................................................................................... 32

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APPENDICES
Appendix A Glossary
Appendix B Volume Count Worksheets
Appendix C Level of Service Worksheets
Appendix D Approved Projects List
Appendix E TPO One-Percent Threshold Analysis

LIST OF TABLES
Table 1. Existing (2024) Intersection Levels of Service ............................................................................................. 8 Table 2. Project Trip Generation ................................................................................................................................... 17 Table 3. TPO One-Percent Threshold Analysis Summary ...................................................................................... 29 Table 4. TPO Year 2027 Intersection Levels of Service and Impact Assessment ........................................... 30

LIST OF FIGURES
Figure 1. Project Location Map .......................................................................................................................................... 2 Figure 2. Site Plan .................................................................................................................................................................. 3 Figure 3. Existing Lane Geometry and Intersection Traffic Controls ....................................................................... 9 Figure 4. Existing Pedestrian Facilities .......................................................................................................................... 10 Figure 5. Orange County Transportation Authority System Map ......................................................................... 11 Figure 6. City of Newport Beach General Plan Master Plan of Streets and Highways ................................... 12 Figure 7. City of Newport Beach General Plan Roadway Cross-Sections .......................................................... 13 Figure 8. Existing AM Peak Hour Intersection Turning Movement Volumes ..................................................... 14 Figure 9. Existing PM Peak Hour Intersection Turning Movement Volumes ..................................................... 15 Figure 10. Project Outbound Trip Distribution ............................................................................................................. 18 Figure 11. Project Inbound Trip Distribution ................................................................................................................. 19 Figure 12. Project (Net) AM Peak Hour Intersection Turning Movement Volumes ........................................... 20 Figure 13. Project (Net) PM Peak Hour Intersection Turning Movement Volumes ............................................ 21 Figure 14. TPO Year 2027 Without Project AM Peak Hour Intersection Turning Movement Volumes ............................................................................................................................................................... 24 Figure 15. TPO Year 2027 Without Project PM Peak Hour Intersection Turning Movement Volumes ............................................................................................................................................................... 25 Figure 16. TPO Year 2027 With Project AM Peak Hour Intersection Turning Movement Volumes............. 26 Figure 17. TPO Year 2027 With Project PM Peak Hour Intersection Turning Movement Volumes ............. 27

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EXECUTIVE SUMMARY

The purpose of this study is to evaluate the potential for transportation impacts resulting from development of the proposed project in the context of the City of Newport Beach’s discretionary authority for conformance with locally established operational standards. Although this is a technical report, effort has been made to write the report clearly and concisely. A glossary is provided in Appendix A to assist the reader with terms related to transportation engineering.

This study was prepared in consultation with City of Newport Beach staff and in accordance with the procedures and methodologies for assessing transportation impacts established by the City of Newport Beach.

To assess the project’s conformance with local operational standards, this study evaluates the project’s effect on traffic operations in accordance with the City’s Traffic Phasing Ordinance (TPO) and, if necessary, identifies recommended improvements or corrective measures to alleviate operational deficiencies substantially caused or worsened by the proposed project. In addition to existing (2024) conditions, this report analyzes forecast traffic conditions for year 2027 (one year after project opening).

Project Description

The 1.34-acre project site is addressed at 20280 Acacia Street, generally situated between Orchard Drive and Mesa Drive, east of Acacia Street, in the City of Newport Beach, California. The project site is currently developed with an existing 27,931 square foot office building.

The proposed project involves converting the existing office building into to medical-office use. Vehicular access is proposed to be maintained at Acacia Street via the existing full access project driveway. The proposed project is anticipated to be fully operational by year 2026.

Existing Conditions

The study intersections currently operate at Levels of Service D or better during the peak hours for Existing (2024) conditions.

Project Trip Generation

The existing project site land use is estimated to generate approximately 303 daily trips, including 42 trips during the AM peak hour and 41 trips during the PM peak hour. The proposed project site land use is forecast to generate approximately 1,006 daily trips, including 86 trips during the AM peak hour and 110 trips during the PM peak hour. Therefore, the proposed project is forecast to result in a net increase of approximately 703 net new daily trips, including 44 net new trips during the AM peak hour and 69 net new trips during the PM peak hour.

TPO Impact Analysis

The addition of project-generated trips is not forecast to cause any study intersection to operate deficiently (Level of Service E or F) or worsen a deficient intersection operation by more than one percent of capacity; therefore, the proposed project is forecast to result in no Level of Service impacts at the study intersections for TPO Year 2027 With Project conditions and no improvements are required.

Congestion Management Program (CMP)

Since the proposed project has indirect access to a CMP facility (e.g., MacArthur Boulevard or Jamboree Road) and is forecast to generate less than 2,400 net new daily trips, the proposed project does not satisfy the criteria for preparation of a separate CMP impact analysis.

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1. INTRODUCTION

This section describes the project location, project description, study area, and analysis scenarios.

PROJECT DESCRIPTION

STUDY AREA

Based on scoping discussions with City of Newport Beach staff, the study area consists of the following study intersections within the City of Newport Beach, four of which share jurisdiction with the City of Irvine or County of Orange:

Study Intersections1 Jurisdiction

1. MacArthur Boulevard (NS) at Jamboree Road (EW) Newport Beach/Irvine

2. Campus Drive (NS) at Bristol Street North (EW) Newport Beach

3. Irvine Avenue/Campus Drive (NS) at Bristol Street South (EW) Newport Beach

4. Birch Street (NS) at Bristol Street North (EW) Newport Beach

5. Birch Street (NS) at Bristol Stret South (EW) Newport Beach

6. Jamboree Road (NS) at Bristol Street North (EW) Newport Beach

7. Jamboree Road (NS) at Bristol Street South (EW) Newport Beach

8. Irvine Avenue (NS) at Orchard Drive (EW) Newport Beach

9. Birch Street (NS) at Orchard Drive (EW) Newport Beach

10. Mesa Drive (NS) at Birch Street (EW) Newport Beach

11. Acacia Street (NS) at Birch Street (EW) Newport Beach

12. Irvine Avenue (NS) at Mesa Drive (EW) Newport Beach/Orange County

13. Irvine Avenue (NS) at University Drive (EW) Newport Beach/Orange County

ANALYSIS SCENARIOS

In accordance with the City of Newport Beach Traffic Phasing Ordinance (TPO), this traffic report evaluates the following analysis scenarios based on one year after the anticipated project opening year:

a) Existing (2024) Conditions;
b) TPO Year 2027 Without Project; and
c) TPO Year 2027 With Project

1 (NS) = North-South roadway; (EW) = East-West roadway
1 Figure 1
Project Location Map
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N
73 CAMPUS DR

BIRCH ST
ME
SA DR

MESA DR

BRISTOL
ST N

BRISTOL
ST S

MACARTHUR BLVD

JAMBOREE RD

ORCHARD DR

ACACIA ST
Study Intersection
Legend
#
12 8
11 9
3 5
2 4
6 7
1 13
Site

IRVINE AVE

UNIVERSITY DR
10 2
Figure 2
Site Plan
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N

ACACIA STREET
SET BACK 85'-0"

SET BACK
8'-5"
SET BACK 69'-11"
SET BACK 112'-0"
8'-0"9'-0"30'-0"9'-0"5'-0"9'-0"
8 SPACES @9'-0" = 72'-0"
18'-0"
6 SPACES @9'-0" = 54'-0"
3'-0"7 SPACES @9'-0" = 63'-0"6 SPACES @9'-0" = 54'-0" 3'-0"3'-0" 17'-0"
7 SPACES @9'-0" = 63'-0"6'-0"9'-0"5'-6"
17'-0"
18'-0"
3'-0"8 SPACES @9'-0" = 72'-0"
3'-0"10'-8" 3'-0" 24'-0"24'-0"17'-0"
6'-0" 24'-0"3'-8"24'-0" 28'-0"
22'-2"17'-0"
6'-0"4'-6"
4'-4"
6'-10" 16'-0" 4'-2"
5'-0"
5'-0"
28'-0"
3'-0"7 SPACES @9'-0" = 63'-0"
7 SPACES @9'-0" = 63'-0"7 SPACES @9'-0" = 63'-0"
5 SPACES @9'-0" =45'-0"7 SPACES @9'-0" = 63'-0"
4 SPACES @9'-0" = 36'-11"
2 SPACES
@9'-0" = 18'-0"
3 SPACES @9'-0" = 27'-0"
3 SPACES @9'-0" = 27'-0"2 SPACES
@9'-0" = 18'-0"
9'-0"
24'-0"
18'-0"
18'-0"18'-0"18'-0"
EXISTING 3 STORY

OFFICE BUILDING
1 SPACE
@8'-6"
5'-0" 4'-0"
1 SPACE
@9'-0"
NO

PARKING
8'-6"

ACACIA STREET

ACACIA STREET
24'-0"
17'-0"
17'-0"
17'-0"
SEWER IS SERVICED BY CMSD. OBTAIN APPROVAL FRO CMSD FOR THE PROPOSED PROJECT AND PROVIDE DOCUMENTATION OF CMSD APPROVAL.

WATER IS SERVICED BY IRWD. OBTAIN APPROVAL FROM IRWD FOR THE PROPOSED PROJECT AND PROVIDE DOCUMENTATION OF IRWD APPROVAL. 3 Acacia Atrium Medical Office Condos
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2. METHODOLOGY

This section discusses the analysis methodologies used to assess transportation facility performance as adopted by the respective jurisdictional agencies.

TRAFFIC PHASING ORDINANCE ANALYTICAL METHODOLOGY

To establish consistency with the City of Newport Beach General Plan and other City requirements, all proposed land use projects generating 300 or more daily trips are required to prepare a Level of Service analysis for transportation impacts consistent with Chapter 15.40 (Traffic Phasing Ordinance) of the City of Newport Beach Municipal Code. The TPO requires assessment of development project impacts on the City’s arterial circulation system based on the Intersection Capacity Utilization (ICU) methodology.

Intersection Capacity Utilization Methodology

In accordance with City of Newport Beach requirements, level of service analysis of signalized intersections is based on the ICU methodology. The ICU methodology compares the volume of traffic using the intersection to the capacity of the intersection. The resulting volume-to-capacity (V/C) ratio represents that portion of the hour required to provide sufficient capacity to accommodate all intersection traffic if all approaches operate at capacity. The volume-to-capacity ratio is then correlated to a performance measure known as level of service based on the following thresholds:

Level of Service Volume/Capacity Ratio
A ≤ 0.60
B > 0.60 to ≤ 0.70
C > 0.70 to ≤ 0.80
D > 0.80 to ≤ 0.90
E > 0.90 to ≤ 1.00
F > 1.00
Source: Transportation Research Board, Interim Materials on Highway Capacity, Transportation Research Circular No. 212, January 1980.

Level of service is used to qualitatively describe the performance of a roadway facility, ranging from Level of service A (free-flow conditions) to Level of Service F (extreme congestion and system failure).

The ICU and Level of Service calculations for this study were performed using the Traffix software. In accordance with City of Newport Beach TPO requirements, the ICU calculations assume a lane capacity of 1,600 vehicles per hour per lane and no factor for yellow time. The project-related increase in ICU is rounded to three decimal places and then rounded to two decimal places.

Performance Standards

The City of Newport Beach has established Level of Service D as the minimum acceptable Level of Service for its arterial roadway system, except at the following locations where Level of Service E or better is acceptable:

 Any intersection in the Airport Area shared with City of Irvine;  Dover Drive at Coast Highway; and
 Any intersections in Corona Del Mar.
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Substantial Operational Deficiency Criteria

In accordance with the City’s TPO, the following criteria are used to determine if a proposed project will result in a substantial Level of Service impact and is required to provide improvements/corrective measures:

 A substantial project impact is defined to occur if the addition of project-generated trips is forecast to cause/worsen a deficient intersection operation (generally Level of Service E or F) and increase the intersection capacity utilization by one percent or more of capacity (i.e., V/C increases by 0.010 or more).

If a project is forecast to cause or worsen a substantial Level of Service impact, the project must construct or provide funding for improvements, to the extent feasible, such that the project-related increase in capacity utilization does not exceed the City-established criteria.

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3. EXISTING CONDITIONS

This section describes the existing transportation setting in the project vicinity.

EXISTING ROADWAY SYSTEM

Figure 3 identifies the lane geometry and intersection traffic controls for existing conditions based on a field survey of the study area. Regional access to the project area is provided by the San Joaquin Hills Corridor (State Route 73) freeway north of the project site running between Bristol Street North and Bristol Street South. The key north-south roadways providing local circulation are Irvine Avenue, Campus Drive, Acacia Street, Birch Street, MacArthur Boulevard, and Jamboree Road. The key east-west roadways providing local circulation are Bristol Street North, Bristol Street South, Orchard Drive, Mesa Drive, and University Drive.

PEDESTRIAN FACILITIES

Existing pedestrian facilities in the project vicinity are shown on Figure 4.

BICYCLE ROUTES

On-street bicycle facilities are provided in the project area along Irvine Avenue. Irvine Avenue near the project site has Class II Bike Lane (On-Road Striped). Also, Irvine Avenue (east side) from Orchard Avenue to Bristol Street allows bicycle riding on the sidewalk. Roadways that provide on-street bicycle facilities near the project site include Campus Drive, Bristol Street North, Bristol Street South, Birch Street, and Mesa Drive.

TRANSIT FACILITIES

Figure 5 shows the existing transit routes available in the project vicinity. As shown on Figure 5, Orange County Transportation Authority Community Route 178 services University Drive, Irvine Avenue, Bristol Street, and Birch Street near the project site.

GENERAL PLAN CONTEXT

Figure 6 shows the City of Newport Beach General Plan Master Plan of Streets and Highways roadway classifications map. This figure shows the nature and extent of arterial and collector highways that are needed to adequately serve the ultimate development depicted by the Land Use Element of the General Plan. The City of Newport Beach General Plan roadway cross-sections are depicted on Figure 7.

EXISTING TRAFFIC VOLUMES

Existing peak hour intersection volumes were developed from intersection turning movement counts collected in February, March, May, July, and October 2024 during typical weekday AM and PM peak periods of commuter traffic. The AM peak period was counted between 7:00 AM and 9:00 AM and the PM peak period was counted between 4:00 PM and 6:30 PM. The actual peak hour within the peak period is the four consecutive 15-minute periods with the highest total volume of all approaches. Thus, the PM peak hour at one intersection may occur at 4:45 PM to 5:45 PM if those four consecutive 15-minute periods have the highest combined volume. Count worksheets are provided in Appendix B.

Based on the project’s application date, existing volume and Level of Service conditions were established for year 2024. Thus, the traffic counts collected in 2024 are indicative of existing year 2024 conditions and no adjustments are necessary.

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Figure 8 and Figure 9 show the Existing AM peak hour and PM peak hour intersection turning movement volumes.

EXISTING INTERSECTION LEVEL OF SERVICE

Existing intersection Levels of Service are summarized in Table 1. Detailed Level of Service worksheets are provided in Appendix C.

As shown in Table 1, the study intersections currently operate at Levels of Service D or better during the peak hours for Existing (2024) conditions.

7 V/C2 LOS3 V/C2 LOS3

1. MacArthur Blvd (NS) at Jamboree Rd (EW) 4
TS 0.47 A 0.52 A

2. Campus Dr (NS) at Bristol St North (EW) TS 0.40 A 0.53 A

3. Irvine Ave/Campus Dr (NS) at Bristol St South (EW) TS 0.56 A 0.45 A

4. Birch St (NS) at Bristol St North (EW) TS 0.50 A 0.50 A

5. Birch St (NS) at Bristol St South (EW) TS 0.38 A 0.35 A

6. Jamboree Rd (NS) at Bristol St North (EW) TS 0.32 A 0.39 A

7. Jamboree Rd (NS) at Bristol St South (EW) TS 0.59 A 0.54 A

8. Irvine Ave (NS) at Orchard Dr (EW) TS 0.29 A 0.43 A

9. Birch St (NS) at Orchard Dr (EW) TS 0.24 A 0.30 A

10. Mesa Dr (NS) at Birch St (EW) TS 0.18 A 0.22 A

11. Acacia St (NS) at Birch St (EW) TS 0.14 A 0.22 A

12. Irvine Ave (NS) at Mesa Dr (EW) TS 0.36 A 0.45 A

13. Irvine Ave (NS) at University Dr (EW) TS 0.54 A 0.57 A Notes:
(1) TS = Traffic Signal
(2) V/C = Volume/Capacity
(3) LOS = Level of Service
(4) Level of Service E is acceptable; shared jurisdiction with City of Irvine.

ID Study Intersection
Traffic
Control1
PM Peak HourAM Peak Hour
Table 1
Existing (2024) Intersection Levels of Service
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8 Figure 3
Existing Lane Geometry and Intersection Traffic Controls Acacia Atrium Medical Office Condos
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N
73 CAMPUS DR

BIRCH ST
ME
SA DR

MESA DR

BRISTOL
ST N

BRISTOL
ST S

MACARTHUR BLVD

JAMBOREE RD

ORCHARD DR
ACACIA ST 12
8 11
9 3
5 2
4 6
7 1
13 Site

IRVINE AVE

UNIVERSITY DR
10 2
Campus Dr (NS)/
Bristol St N (EW)
3 Bristol St S (EW)
4 Bristol St N (EW)
5 Bristol St S (EW)
6 Bristol St N (EW)
7 Bristol St S (EW)
FREE
1 MacArthur Blvd (NS)/
Jamboree Rd (EW)
RTO
F
4 4
4 4
4 3
8 Irvine Ave (NS)/
Orchard Dr (EW)
9 Birch St (NS)/
Orchard Dr (EW)
10 Mesa Dr (NS)/
Birch St (EW)
11 Acacia St (NS)/
Mesa Dr (EW)
12 Irvine Ave (NS)/
Mesa Dr (EW)
13 Irvine Ave (NS)/
University Dr (EW)
4D
6D
4D
6D
4D
2U
6D
4D
4D
7D
6D
6D
7D
8D
2U
2U
2U
2U
4D
2U
2U
2U
FREE
RTO
#U
#D
Legend
Free Movement Lane
Right Turn Overlap
Existing Lane
#-Lane Undivided Roadway
#-Lane Divided Roadway
Traffic Signal
Irvine Ave (NS)/ Birch St (NS)/ Birch St (NS)/ Jamboree Rd (NS)/ Jamboree Rd (NS)/ 9 Figure 4
Existing Pedestrian Facilities
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N

IRVINE AVE

BIRCH ST

ORCHARD DR

ACACIA ST
Sidewalk
Legend
Cross Walk
Bus StopB
B
Site
10 Figure 5
Orange County Transportation Authority System Map
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N
Source: Orange County Transportation Authority
Project Location
11 Figure 6
City of Newport Beach General Plan Master Plan of Streets and Highways Acacia Atrium Medical Office Condos
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Source: City of Newport Beach
N
Project Location
12 Figure 7
City of Newport Beach General Plan Roadway Cross-Sections Acacia Atrium Medical Office Condos
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19822
Source: City of Newport Beach
13 Figure 8
Existing AM Peak Hour Intersection Turning Movement Volumes Acacia Atrium Medical Office Condos
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N

CAMPUS DR

BIRCH ST
ME
SA DR

MESA DR

BRISTOL
ST N

BRISTOL
ST S

MACARTHUR BLVD

JAMBOREE RD

ORCHARD DR

ACACIA ST
Study Intersection
Legend
#
12 8
11 9
3 5
2 4
6 7
1 13
Site

IRVINE AVE

UNIVERSITY DR
10 73
1 MacArthur Blvd (NS)/
Jamboree Rd (EW)
98 924
316
70 377
340
355
724
150
336
671
130
2 Campus Dr (NS)/
Bristol St N (EW)
373
1146
235
149
259
778
185
3 Irvine Ave (NS)/
Bristol St S (EW)
677
238
90 403
805
1462
402
4 Birch St (NS)/
Bristol St N (EW)
94 705
128
105
378
1114
228
5 Birch St (NS)/
Bristol St S (EW)
235
229
144
364
565
1035
218
6 Jamboree Rd (NS)/
Bristol St N (EW)
585
1410
551
687
416
7 Jamboree Rd (NS)/
Bristol St S (EW)
1530
23 738
817
364
1280
8 Irvine Ave (NS)/
Orchard Dr (EW)
0 884
52 97
710
33 34
9 Birch St (NS)/
Orchard Dr (EW)
3 369
40 59
279
64 23
9 8
16 36
55 10
Mesa Dr (NS)/
Birch St (EW)
36 0
7 3
0 2
5 424
33 8
123
17 11
Acacia St (NS)/
Mesa Dr (EW)
2 6
37 461
155
5 12
Irvine Ave (NS)/
Mesa Dr (EW)
77 927
329
8 713
39 91
203
159
120
38 6
13 Irvine Ave (NS)/
University Dr (EW)
111
1151
67 84
784
78 137
95 146
28 28
38 14
Figure 9
Existing PM Peak Hour Intersection Turning Movement Volumes Acacia Atrium Medical Office Condos
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N

CAMPUS DR

BIRCH ST
ME
SA DR

MESA DR

BRISTOL
ST N

BRISTOL
ST S

MACARTHUR BLVD

JAMBOREE RD

ORCHARD DR

ACACIA ST
Study Intersection
Legend
#
12 8
11 9
3 5
2 4
6 7
1 13
Site

IRVINE AVE

UNIVERSITY DR
10 73
1 MacArthur Blvd (NS)/
Jamboree Rd (EW)
206
807
284
154
1005
383
314
808
32 431
694
108
2 Campus Dr (NS)/
Bristol St N (EW)
490
637
596
551
257
1603
89 3
Irvine Ave (NS)/
Bristol St S (EW)
635
241
152
702
451
826
460
4 Birch St (NS)/
Bristol St N (EW)
161
276
330
527
419
1367
128
5 Birch St (NS)/
Bristol St S (EW)
239
274
188
460
253
894
105
6 Jamboree Rd (NS)/
Bristol St N (EW)
617
1538
934
645
640
7 Jamboree Rd (NS)/
Bristol St S (EW)
2025
71 647
738
566
901
8 Irvine Ave (NS)/
Orchard Dr (EW)
0 763
13 36
1342
72 164
9 Birch St (NS)/
Orchard Dr (EW)
4 260
20 58
584
61 40
11 6
24 60
56 10
Mesa Dr (NS)/
Birch St (EW)
30 0
6 9
0 5
0 156
48 15
604
5 11
Acacia St (NS)/
Mesa Dr (EW)
8 29
4 196
635
4 12
Irvine Ave (NS)/
Mesa Dr (EW)
78 635
165
2 1058
164
19 59
176
235
179
13 13
Irvine Ave (NS)/
University Dr (EW)
97 635
45 88
1268
137
53 87
138
43 62
41 15
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4. PROJECT FORECASTS

This section describes how project trip generation, trip distribution, and trip assignment forecasts were developed. The forecast project volumes are illustrated on figures contained in this section.

PROJECT TRIP GENERATION

Table 2 shows the project trip generation based upon trip generation rates obtained from the Institute of Transportation Engineers (ITE) Trip Generation Manual (11th Edition, 2021). Based on review of the ITE land use description, trip generation rates for general office building (Land Use Code 710) and medical-dental office building (Land Use Code 720) were determined to adequately represent the existing and proposed land uses and were selected for use in this analysis. The project trip generation forecast is determined by multiplying the trip generation rates by the land use quantities.

As shown in Table 2, the existing project site land use is estimated to generate approximately 303 daily trips, including 42 trips during the AM peak hour and 41 trips during the PM peak hour. The proposed project site land use is forecast to generate approximately 1,006 daily trips, including 86 trips during the AM peak hour and 110 trips during the PM peak hour. Therefore, the proposed project is forecast to result in a net increase of approximately 703 net new daily trips, including 44 net new trips during the AM peak hour and 69 net new trips during the PM peak hour.

PROJECT TRIP DISTRIBUTION AND ASSIGNMENT

Figure 10 and Figure 11 show the forecast directional distribution patterns for the project generated trips.

The project trip distribution patterns were developed in consultation with City of Newport Beach staff based on review of existing volume data, surrounding land uses, and the local and regional roadway facilities in the project vicinity.

The project-generated AM and PM peak hour intersection turning movement volumes are shown on Figure 12 and Figure 13.
16 % In % Out Rate % In % Out Rate
General Office Building ITE 710 TSF 88% 12% 1.52 17% 83% 1.44 10.84 Medical-Dental Office (Stand-Alone) ITE 720 TSF 79% 21% 3.10 30% 70% 3.93 36.00 In Out Total In Out Total
Existing
General Office Building 27.931 TSF 37 5 42 7 34 41 303
Proposed
Medical-Dental Office (Stand-Alone) 27.931 TSF 68 18 86 33 77 110 1,006 NET PROJECT TRIPS GENERATED +31 +13 +44 +26 +43 +69 +703 Notes:
(1) ITE = Institute of Transportation Engineers Trip Generation Manual (11th Edition, 2021); ### = Land Use Code (2) TSF = Thousand Square Feet (Gross Floor Area)
Daily
Trip Generation Rates
Trips Generated
Daily
Table 2
Project Trip Generation
Land Use Quantity Unit 2
AM Peak Hour PM Peak Hour
Land Use Source1 Unit2
AM Peak Hour PM Peak Hour
Acacia Atrium Medical Office Condos
Traffic Impact Analysis
19822
17 Figure 10
Project Outbound Trip Distribution
Acacia Atrium Medical Office Condos
Traffic Impact Analysis
19822
N
73 ME
SA DR

MESA DR

BRISTOL
ST N

BRISTOL
ST S

JAMBOREE RD

ORCHARD DR

ACACIA ST
Site

IRVINE AVE

UNIVERSITY DR
Percent From Project
Legend
10%
25%
10%
5%
45%
15% 5% 15%
10%
35%
50%
5%
10%
15%
40%
100%

CAMPUS DR

BIRCH ST

MACARTHUR BLVD
18 Figure 11
Project Inbound Trip Distribution
Acacia Atrium Medical Office Condos
Traffic Impact Analysis
19822
N
73 ME
SA DR

MESA DR

BRISTOL
ST N

BRISTOL
ST S

JAMBOREE RD

ORCHARD DR

ACACIA ST
Site

IRVINE AVE

UNIVERSITY DR
Percent To Project
Legend
10%
25%
10%
5%
45%
15% 5% 15%
10%
30%
55%
5%
10%
15%
5%
20%
40%
25%
90%
100%

CAMPUS DR

BIRCH ST

MACARTHUR BLVD
19 Figure 12
Project (Net) AM Peak Hour Intersection Turning Movement Volumes Acacia Atrium Medical Office Condos
Traffic Impact Analysis
19822
N

CAMPUS DR

BIRCH ST
ME
SA DR

MESA DR

BRISTOL
ST N

BRISTOL
ST S

MACARTHUR BLVD

JAMBOREE RD

ORCHARD DR

ACACIA ST
Study Intersection
Legend
#
12 8
11 9
3 5
2 4
6 7
1 13
Site

IRVINE AVE

UNIVERSITY DR
10 73
1 MacArthur Blvd (NS)/
Jamboree Rd (EW)
5 0
0 0
0 0
0 1
2 0
3 0
2 Campus Dr (NS)/
Bristol St N (EW)
3 1
3 0
0 0
0 3
Irvine Ave (NS)/
Bristol St S (EW)
5 0
0 3
0 2
6 4
Birch St (NS)/
Bristol St N (EW)
0 1
2 0
14 0
0 5
Birch St (NS)/
Bristol St S (EW)
1 6
0 16
0 0
2 6
Jamboree Rd (NS)/
Bristol St N (EW)
5 3
0 0
8 7
Jamboree Rd (NS)/
Bristol St S (EW)
5 0
0 3
1 2
8 Irvine Ave (NS)/
Orchard Dr (EW)
0 0
2 9
0 1
5 9
Birch St (NS)/
Orchard Dr (EW)
0 0
0 0
0 17
7 0
0 0
0 0
10 Mesa Dr (NS)/
Birch St (EW)
0 0
0 0
0 0
0 0
0 0
0 0
11 Acacia St (NS)/
Mesa Dr (EW)
0 1
3 0
0 0
12 Irvine Ave (NS)/
Mesa Dr (EW)
0 2
3 0
1 0
0 0
0 1
0 0
13 Irvine Ave (NS)/
University Dr (EW)
0 5
0 0
2 0
0 0
0 0
0 0
20 Figure 13
Project (Net) PM Peak Hour Intersection Turning Movement Volumes Acacia Atrium Medical Office Condos
Traffic Impact Analysis
19822
N

CAMPUS DR

BIRCH ST
ME
SA DR

MESA DR

BRISTOL
ST N

BRISTOL
ST S

MACARTHUR BLVD

JAMBOREE RD

ORCHARD DR

ACACIA ST
Study Intersection
Legend
#
12 8
11 9
3 5
2 4
6 7
1 13
Site

IRVINE AVE

UNIVERSITY DR
10 73
1 MacArthur Blvd (NS)/
Jamboree Rd (EW)
4 0
0 0
0 0
0 4
6 0
3 0
2 Campus Dr (NS)/
Bristol St N (EW)
11 4
3 0
0 0
0 3
Irvine Ave (NS)/
Bristol St S (EW)
15 0
0 3
0 1
5 4
Birch St (NS)/
Bristol St N (EW)
0 2
1 0
12 0
0 5
Birch St (NS)/
Bristol St S (EW)
2 19
0 13
0 0
1 6
Jamboree Rd (NS)/
Bristol St N (EW)
4 11
0 0
7 7
Jamboree Rd (NS)/
Bristol St S (EW)
4 0
0 11
2 6
8 Irvine Ave (NS)/
Orchard Dr (EW)
0 0
1 8
0 2
15 9
Birch St (NS)/
Orchard Dr (EW)
0 0
0 0
0 14
22 0
0 0
0 0
10 Mesa Dr (NS)/
Birch St (EW)
0 0
0 0
0 4
3 0
0 0
0 0
11 Acacia St (NS)/
Mesa Dr (EW)
0 0
0 0
0 0
12 Irvine Ave (NS)/
Mesa Dr (EW)
0 4
0 0
6 0
0 0
0 0
0 0
13 Irvine Ave (NS)/
University Dr (EW)
0 5
0 0
2 0
0 0
0 0
0 0
21 Acacia Atrium Medical Office Condos
Traffic Impact Analysis
22 19822

5. FUTURE VOLUME FORECASTS

This section describes how future volume forecasts for the TPO scenarios were developed. Forecast study area volumes are illustrated on figures contained in this section.

CITY OF NEWPORT BEACH APPROVED PROJECTS

The City of Newport Beach staff provided a list of approved projects within the study area for use in the TPO analysis. The approved project list consists of future developments that have been approved, but have not been fully constructed and occupied. The approved project data is contained in Appendix D.

Trips associated with the following 22 projects are included in the TPO analysis:

 Fashion Island Expansion
 Temple Bat Yahm Expansion
 Hoag Hospital Phase III
 St. Mark Presbyterian Church
 2300 Newport Blvd (Vue)
 Hoag Health Center 500-540 Superior
 North Newport Center
 Back Bay Landing 300 ECH
 Balboa Marina West
 Newport Crossings
 Museum House – Vivante Senior Center
 Uptown Newport: Phase 1 – Trans Devel Rights (TDR)
 Uptown Newport: Phase 2 only
 Residences at 4400 VK
 Picerne Residential (1300 Bristol St N)
 2510 WCH Residential and Mother’s Market
 Pacifica Christian HS
 1400 Bristol St N Residences
 Sage Hill Middle School Expansion
 1600 Dove St Residences
 TTC Newporter Pickleball
 3300 Irvine Ave – Newport Irvine Medical Office

AMBIENT GROWTH

To account for ambient growth on roadways, existing volumes were increased by a growth rate of one percent (1.0%) per year from year 2024 through year 2027 along applicable arterial highways (Irvine Avenue, Jamboree Road, and MacArthur Boulevard) in accordance with the City of Newport Beach Regional Traffic Annual Growth Rate. This equates to a growth factor of 1.03 along arterials with counts conducted in 2024.

22 Acacia Atrium Medical Office Condos
Traffic Impact Analysis
23 19822
TPO YEAR 2027 VOLUME FORECASTS

TPO Year 2027 Without Project volume forecasts were developed by adding ambient growth and approved projects trips to existing volumes. TPO Year 2027 Without Project AM and PM peak hour intersection turning movement volumes are shown on Figure 14 and Figure 15.

TPO Year 2027 With Project volume forecasts were developed by adding project-generated trips to TPO Year 2027 Without Project volumes. TPO Year 2027 With Project AM and PM peak hour intersection turning movement volumes are shown on Figure 16 and Figure 17.

23 Figure 14
TPO Year 2027 Without Project
AM Peak Hour Intersection Turning Movement Volumes
Acacia Atrium Medical Office Condos
Traffic Impact Analysis
19822
N

CAMPUS DR

BIRCH ST
ME
SA DR

MESA DR

BRISTOL
ST N

BRISTOL
ST S

MACARTHUR BLVD

JAMBOREE RD

ORCHARD DR

ACACIA ST
Study Intersection
Legend
#
12 8
11 9
3 5
2 4
6 7
1 13
Site

IRVINE AVE

UNIVERSITY DR
10 73
1 MacArthur Blvd (NS)/
Jamboree Rd (EW)
109
964
330
90 426
370
375
796
166
387
813
145
2 Campus Dr (NS)/
Bristol St N (EW)
379
1155
247
149
276
889
185
3 Irvine Ave (NS)/
Bristol St S (EW)
707
246
90 432
810
1465
413
4 Birch St (NS)/
Bristol St N (EW)
94 707
148
139
448
1209
248
5 Birch St (NS)/
Bristol St S (EW)
237
240
204
393
565
1035
221
6 Jamboree Rd (NS)/
Bristol St N (EW)
612
1514
585
769
515
7 Jamboree Rd (NS)/
Bristol St S (EW)
1613
24 821
850
385
1320
8 Irvine Ave (NS)/
Orchard Dr (EW)
0 917
54 116
731
36 34
9 Birch St (NS)/
Orchard Dr (EW)
3 369
40 59
279
93 35
9 8
16 36
55 10
Mesa Dr (NS)/
Birch St (EW)
36 0
7 3
0 2
5 424
33 8
123
17 11
Acacia St (NS)/
Mesa Dr (EW)
2 7
40 461
155
5 12
Irvine Ave (NS)/
Mesa Dr (EW)
79 963
343
8 757
40 91
203
159
122
38 6
13 Irvine Ave (NS)/
University Dr (EW)
114
1194
69 87
812
80 137
95 146
28 28
38 24
Figure 15
TPO Year 2027 Without Project
PM Peak Hour Intersection Turning Movement Volumes
Acacia Atrium Medical Office Condos
Traffic Impact Analysis
19822
N

CAMPUS DR

BIRCH ST
ME
SA DR

MESA DR

BRISTOL
ST N

BRISTOL
ST S

MACARTHUR BLVD

JAMBOREE RD

ORCHARD DR

ACACIA ST
Study Intersection
Legend
#
12 8
11 9
3 5
2 4
6 7
1 13
Site

IRVINE AVE

UNIVERSITY DR
10 73
1 MacArthur Blvd (NS)/
Jamboree Rd (EW)
233
863
335
171
1047
422
339
968
45 462
791
130
2 Campus Dr (NS)/
Bristol St N (EW)
509
658
604
551
262
1640
89 3
Irvine Ave (NS)/
Bristol St S (EW)
684
265
152
715
461
852
469
4 Birch St (NS)/
Bristol St N (EW)
161
291
336
537
441
1403
138
5 Birch St (NS)/
Bristol St S (EW)
245
311
193
484
262
927
108
6 Jamboree Rd (NS)/
Bristol St N (EW)
672
1743
992
691
755
7 Jamboree Rd (NS)/
Bristol St S (EW)
2179
73 692
851
579
940
8 Irvine Ave (NS)/
Orchard Dr (EW)
0 791
13 51
1382
80 164
9 Birch St (NS)/
Orchard Dr (EW)
4 260
20 58
584
86 77
11 6
24 60
56 10
Mesa Dr (NS)/
Birch St (EW)
30 0
6 9
0 5
0 156
48 15
604
5 11
Acacia St (NS)/
Mesa Dr (EW)
8 33
7 196
635
4 12
Irvine Ave (NS)/
Mesa Dr (EW)
80 677
174
2 1106
169
19 59
176
240
179
13 13
Irvine Ave (NS)/
University Dr (EW)
100
661
46 91
1318
141
53 87
138
43 62
41 25
Figure 16
TPO Year 2027 With Project
AM Peak Hour Intersection Turning Movement Volumes
Acacia Atrium Medical Office Condos
Traffic Impact Analysis
19822
N

CAMPUS DR

BIRCH ST
ME
SA DR

MESA DR

BRISTOL
ST N

BRISTOL
ST S

MACARTHUR BLVD

JAMBOREE RD

ORCHARD DR

ACACIA ST
Study Intersection
Legend
#
12 8
11 9
3 5
2 4
6 7
1 13
Site

IRVINE AVE

UNIVERSITY DR
10 73
1 MacArthur Blvd (NS)/
Jamboree Rd (EW)
114
964
330
90 426
370
375
797
168
387
816
145
2 Campus Dr (NS)/
Bristol St N (EW)
382
1156
250
149
276
889
185
3 Irvine Ave (NS)/
Bristol St S (EW)
712
246
90 435
810
1467
419
4 Birch St (NS)/
Bristol St N (EW)
94 708
150
139
462
1209
248
5 Birch St (NS)/
Bristol St S (EW)
238
246
204
409
565
1035
223
6 Jamboree Rd (NS)/
Bristol St N (EW)
617
1517
585
769
523
7 Jamboree Rd (NS)/
Bristol St S (EW)
1618
24 821
853
386
1322
8 Irvine Ave (NS)/
Orchard Dr (EW)
0 917
56 125
731
37 39
9 Birch St (NS)/
Orchard Dr (EW)
3 369
40 59
279
110
42 9
8 16
36 55
10 Mesa Dr (NS)/
Birch St (EW)
36 0
7 3
0 2
5 424
33 8
123
17 11
Acacia St (NS)/
Mesa Dr (EW)
2 8
43 461
155
5 12
Irvine Ave (NS)/
Mesa Dr (EW)
79 965
346
8 758
40 91
203
159
123
38 6
13 Irvine Ave (NS)/
University Dr (EW)
114
1199
69 87
814
80 137
95 146
28 28
38 26
Figure 17
TPO Year 2027 With Project
PM Peak Hour Intersection Turning Movement Volumes
Acacia Atrium Medical Office Condos
Traffic Impact Analysis
19822
N

CAMPUS DR

BIRCH ST
ME
SA DR

MESA DR

BRISTOL
ST N

BRISTOL
ST S

MACARTHUR BLVD

JAMBOREE RD

ORCHARD DR

ACACIA ST
Study Intersection
Legend
#
12 8
11 9
3 5
2 4
6 7
1 13
Site

IRVINE AVE

UNIVERSITY DR
10 73
1 MacArthur Blvd (NS)/
Jamboree Rd (EW)
237
863
335
171
1047
422
339
972
51 462
794
130
2 Campus Dr (NS)/
Bristol St N (EW)
520
662
607
551
262
1640
89 3
Irvine Ave (NS)/
Bristol St S (EW)
699
265
152
718
461
853
474
4 Birch St (NS)/
Bristol St N (EW)
161
293
337
537
453
1403
138
5 Birch St (NS)/
Bristol St S (EW)
247
330
193
497
262
927
109
6 Jamboree Rd (NS)/
Bristol St N (EW)
676
1754
992
691
762
7 Jamboree Rd (NS)/
Bristol St S (EW)
2183
73 692
862
581
946
8 Irvine Ave (NS)/
Orchard Dr (EW)
0 791
14 59
1382
82 179
9 Birch St (NS)/
Orchard Dr (EW)
4 260
20 58
584
100
99 11
6 24
60 56
10 Mesa Dr (NS)/
Birch St (EW)
30 0
6 9
0 5
0 156
48 15
604
5 11
Acacia St (NS)/
Mesa Dr (EW)
8 37
10 196
635
4 12
Irvine Ave (NS)/
Mesa Dr (EW)
80 678
177
2 1108
169
19 59
176
244
179
13 13
Irvine Ave (NS)/
University Dr (EW)
100
665
46 91
1324
141
53 87
138
43 62
41 27
Acacia Atrium Medical Office Condos
Traffic Impact Analysis
28 19822

6. TPO ANALYSIS

Detailed intersection Level of Service calculation worksheets for each of the following analysis scenarios are provided in Appendix C.

TPO YEAR 2027 ONE-PERCENT THRESHOLD ANALYSIS

Table 3 summarizes the City of Newport Beach TPO one-percent threshold analysis. In accordance with the City of Newport Beach TPO requirements, if project-generated peak hour approach volumes are greater than or equal to one percent of the forecast peak hour volumes on any approach of an intersection, then a detailed ICU analysis is required to assess the project-related change in ICU. The TPO one-percent analysis calculation worksheets are contained in Appendix E.

The following six study intersections are forecast to exceed the TPO one-percent threshold and require ICU analysis:

2. Campus Drive (NS) at Bristol Street North (EW)

3. Irvine Avenue/Campus Drive (NS) at Bristol Street South (EW)

5. Birch Street (NS) at Bristol Street South (EW)

8. Irvine Avenue (NS) at Orchard Drive (EW)

9. Birch Street (NS) at Orchard Drive (EW)

11. Acacia Street (NS) at Birch Street (EW)

TPO IMPACT ASSESSMENT

ICU and Levels of Service at the applicable study intersections for TPO Year 2027 Without and With Project conditions are shown in Table 4. As shown in Table 4, the study intersections are forecast to operate at Levels of Service D or better during the peak hours for TPO Year 2027 Without and With Project conditions.

Table 4 also calculates the net change in ICU at the applicable study intersections for TPO Year 2027 With Project conditions. As shown in Table 4, the addition of project-generated trips is not forecast to cause any study intersection to operate deficiently (Level of Service E or F) or worsen a deficient intersection operation by more than one percent of capacity; therefore, the proposed project is forecast to result in no Level of Service impacts at the study intersections for TPO Year 2027 With Project conditions and no improvements are required.

28 Northbound Southbound Eastbound Westbound
AM No No No No
PM No No No No
AM No No No No
PM Yes No No No
AM No No No No
PM Yes No No No
AM No No No No
PM No No No No
AM Yes Yes No No
PM Yes Yes No No
AM No No No No
PM No No No No
AM No No No No
PM No No No No
AM No Yes No Yes
PM No No No Yes
AM No Yes Yes No
PM No Yes Yes No
AM No No No No
PM No No No No
AM No Yes No No
PM No Yes Yes No
AM No No No No
PM No No No No
AM No No No No
PM No No No No
Notes:

Irvine Ave (NS) at Orchard Dr (EW)
Mesa Dr (NS) at Birch St (EW)
Irvine Ave (NS) at Mesa Dr (EW)

3. 4.

5. 6.

7. 8.

9. 10.

Table 3
TPO One-Percent Threshold Analysis Summary
ID Study Intersection
Peak
Hour
Project Trips Exceed One Percent?1
Campus Dr (NS) at Bristol St North (EW)
MacArthur Blvd (NS) at Jamboree Rd (EW)

2. 1.
(1) If the project is forecast to contribute 1% or more of the projected TPO analysis year peak hour volume, then detailed Intersection Capacity Utilization analysis is required in accordance with the City of Newport Beach Traffic Phasing Ordinance.

Birch St (NS) at Orchard Dr (EW)

11. Acacia St (NS) at Birch St (EW)

12. 13. Irvine Ave (NS) at University Dr (EW)
Irvine Ave/Campus Dr (NS) at Bristol St South (EW)
Birch St (NS) at Bristol St North (EW)
Birch St (NS) at Bristol St South (EW)
Jamboree Rd (NS) at Bristol St North (EW)
Jamboree Rd (NS) at Bristol St South (EW)
Acacia Atrium Medical Office Condos
Traffic Impact Analysis
19822
29 V/C2 LOS3 V/C2 LOS3 V/C2 LOS3 V/C2 LOS3 AM PM

2. Campus Dr (NS) at Bristol St North (EW) TS 0.41 A 0.54 A 0.41 A 0.55 A 0.00 +0.01 No

3. Irvine Ave/Campus Dr (NS) at Bristol St South (EW) TS 0.57 A 0.47 A 0.57 A 0.47 A 0.00 0.00 No

5. Birch St (NS) at Bristol St South (EW) TS 0.40 A 0.37 A 0.40 A 0.37 A 0.00 0.00 No

8. Irvine Ave (NS) at Orchard Dr (EW) TS 0.31 A 0.44 A 0.32 A 0.45 A +0.01 +0.01 No

9. Birch St (NS) at Orchard Dr (EW) TS 0.24 A 0.33 A 0.25 A 0.35 A +0.01 +0.02 No

11. Acacia St (NS) at Birch St (EW) TS 0.14 A 0.23 A 0.14 A 0.23 A 0.00 0.00 No Notes:
(1) TS = Traffic Signal
(2) V/C = Volume/Capacity
(3) LOS = Level of Service
AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour
Table 4
TPO Year 2027 Intersection Levels of Service and Impact Assessment ID Study Intersection
Traffic
Control1
TPO Without Project TPO With Project
V/C Increase Significant
Impact?
Acacia Atrium Medical Office Condos
Traffic Impact Analysis
19822
30 Acacia Atrium Medical Office Condos
Traffic Impact Analysis
31 19822

7. CONGESTION MANAGEMENT PROGRAM

This section provides analysis of the project impacts at County facilities in accordance with typical Orange County Congestion Management Program (CMP) requirements.

BACKGROUND

The Orange County CMP is a result of Proposition 111, which was a statewide initiative approved by the voters in June 1990. To prevent gas tax revenues from being used to promote future development, the legislation requires that a traffic impact analysis be prepared for new development. The traffic impact analysis is prepared to monitor and mitigate traffic impacts caused by new developments. In Orange County, the Measure M Growth Management Program requires similar efforts; however, compliance with the CMP is required for local jurisdictions to receive Measure M2 funds.

Legislature requires that adjacent jurisdictions use a standard methodology for conducting a traffic impact analysis. Although details vary from one county to another, the general approach selected by each county for conducting traffic impact analyses has common elements. The Orange County CMP uses the Intersection Capacity Utilization methodology for analysis of intersections within the designated CMP roadway system.

CMP-MONITORED INTERSECTIONS

The following intersections in the City of Newport Beach are part of the CMP Highway System that require monitoring to ensure that Level of Service standards are maintained:

 Newport Boulevard at Coast Highway
 MacArthur Boulevard at Jamboree Road
 MacArthur Boulevard at Coast Highway

REQUIREMENTS FOR IMPROVEMENTS

To determine whether the addition of project-generated trips results in an operational impact at a CMP study intersection, and thus require improvements, the Orange County CMP utilizes the following requirements:

 An operational project impact is defined to occur when a proposed project is forecast to increase traffic demand at a CMP study facility by more than three percent of capacity (V/C > 0.03), causing or worsening Level of Service F (V/C > 1.00).

CRITERIA FOR PREPARATION OF CMP IMPACT ANALYSIS

The Orange County CMP uses the following criteria to determine if a proposed development requires analysis:

 Development projects forecast to generate 2,400 daily trips or more and have indirect access to a CMP facility; or development projects forecast to generate 1,600 daily trips or more and have direct access to a CMP facility; or

 Projects with a potential to create an impact of more than three percent of Level of Service E capacity.

31 Acacia Atrium Medical Office Condos
Traffic Impact Analysis
32 19822

8. CONCLUSIONS

This section summarizes the findings of this study.

PROJECT TRIP GENERATION

TPO IMPACT ANALYSIS

CONGESTION MANAGEMENT PROGRAM

32 Acacia Atrium Medical Office Condos
Traffic Impact Analysis
33 19822

APPENDICES

Appendix A Glossary
Appendix B Volume Count Worksheets
Appendix C Level of Service Worksheets
Appendix D Approved Projects List
Appendix E TPO One-Percent Threshold Analysis
Apx-1

APPENDIX A

GLOSSARY
Apx-2

ACRONYMS

AC Acres
ADT Average Daily Traffic
Caltrans California Department of Transportation
DU Dwelling Unit
ICU Intersection Capacity Utilization
GFA Gross Floor Area
LOS Level of Service
PCE Passenger Car Equivalent
SP Service Population
TSF Thousand Square Feet
V/C Volume/Capacity
VMT Vehicle Miles Traveled

TERMS

ACTUATED SIGNAL CONTROL: A type of traffic signal control in which display of each phase depends on whether the corresponding phase detector has registered a service call or the phase is on recall.

ACTUATION: Detection of a roadway user that is forwarded to the signal controller.

AVERAGE DAILY TRAFFIC: The average 24-hour volume for a stated period divided by the number of days in that period. For example, Annual Average Daily Traffic is the total volume during a year divided by 365 days.

BANDWIDTH: The number of seconds of green time available for through traffic in a signal progression.

BOTTLENECK: A point of constriction along a roadway that limits the amount of traffic that can proceed downstream from its location.

CALL: An indication within a signal controller that a particular phase is waiting for service, either through actuation from a roadway user or phase recall.

CAPACITY: The maximum number of vehicles that can be reasonably expected to pass through a roadway facility during a specified period.

CHANNELIZATION: The separation of conflicting traffic movements by use of pavement markings, raised curbs, or other suitable means to facilitate free flow movement.

CLEARANCE INTERVAL: Equal to the yellow plus all-red time, if any, when a traffic signal changes between phases (i.e., the amount of time between the end of a green light from one movement to the beginning of a green light for the next).

COORDINATED SIGNAL CONTROL : A type of traffic signal control in which non-coordinated phases associated with minor movements are constrained such that the coordinated phases are served at a specific time during the signal cycle, thus maintaining the efficient progression of traffic flow along the major roadway.

CONTROL DELAY: The portion of delay attributed to the intersection traffic control (such as a traffic signal or stop sign). It includes initial deceleration, queue move-up time, stopped delay, and final acceleration delay.

CORDON: An imaginary boundary line around or across a study area across which vehicles, persons, or other information can be collected for survey and analytical purposes.

Apx-3

CORNER SIGHT DISTANCE: The minimum sight distance required by the driver of a vehicle to cross or enter the lanes of the major roadway without requiring approaching traffic traveling at a given speed to radically alter their speed or trajectory.

CYCLE: A complete sequence of signal indications for all phases.

CYCLE LENGTH: The total time for a traffic signal to complete one full cycle.

DAILY CAPACITY: A theoretical value representing the daily traffic volume that will typically result in a peak hour volume equal to the capacity of the roadway.

DELAY: The total additional travel time experienced by a roadway user (driver, passenger, bicyclist, or pedestrian) beyond that required to travel at a desired speed.

DENSITY: The number of vehicles occupying in a unit length of the through traffic lanes of a roadway at any given instant. Usually expressed in vehicles per mile.

DETECTOR: A device used to count or determine the presence of a roadway user.

DESIGN SPEED: A speed used for purposes of designing horizontal and vertical alignments of a highway.

DIRECTIONAL SPLIT: The percent of two-way traffic traveling in a specified direction.

DIVERSION: The rerouting of traffic from a normal path of travel between two points, such as to avoid congestion or perform a secondary trip.

FREE FLOW: Traffic flow that is unaffected by a traffic control and/or or upstream or downstream conditions.

GAP: Time or distance between two vehicles measured from rear bumper of the front vehicle to front bumper of the second vehicle.

GAP ACCEPTANCE: The method by which a driver accepts an available gap in traffic to enter or cross the road.

HEADWAY: Time or distance between two successive vehicles measured from same point on both vehicles (i.e., front bumper to front bumper).

LEVEL OF SERVICE: A grading scale of quantitative performance measures representing the quality of service of a transportation facility or service from an average traveler’s perspective.

LOOP DETECTOR: A vehicle detector consisting of a loop of wire embedded in the roadway, energized by alternating current and producing an output circuit closure when passed over by a vehicle.

MULTI-MODAL: More than one mode, such as automobile, transit, bicycle, and pedestrian.

OFFSET: The time interval between the beginning of a traffic signal cycle at one intersection and the beginning of signal cycle an adjacent intersection.

PLATOON: A set of vehicles traveling at similar speed and moving as a general group with clear separation between other vehicles ahead and behind.

PASSENGER CAR EQUIVALENT : A metric used to assess the impact of larger vehicles, such as trucks, recreational vehicles, and buses, by converting the traffic volume of larger vehicles to an equivalent number of passenger cars.

Apx-4

PEDESTRIAN CLEARANCE INTERVAL: Also known as the “Flashing Don’t Walk” interval, it signals the end of pedestrian entry into the crosswalk following the “Walk” indication and provides time for pedestrians who have already entered the crosswalk to finishing crossing.

PEAK HOUR: The hour within a day in which the maximum volume occurs.

PEAK HOUR FACTOR: The peak hour volume divided by the four times the peak 15-minute flow rate. This

PHASE: In traffic signals, the green, yellow, and red clearance intervals assigned to a specified traffic movement.

PRETIMED SIGNAL: A traffic signal operation in which the cycle length, phasing sequence, and phasing times are predetermined and fixed, regardless of actual demand for any given traffic movement. Also known as a fixed time signal.

PROGRESSION: The coordinated movement of vehicles through signalized intersections along a corridor.

QUEUE: The number of vehicles waiting at a service area such as a traffic signal, stop sign, or access gate.

QUEUE LENGTH: The length of vehicle queue, typically expressed in feet, waiting at a service area such as a traffic signal, stop sign, or access gate.

RECALL: A signal phasing operation in which a specified phase places a call to the signal controller each time a conflicting phase is served, thus ensuring the specified phase will be serviced again.

SEMI-ACTUATED CONTROL : A type of traffic signal control in which only the minor movements are provided detection.

SIGHT DISTANCE: The continuous length of roadway visible to a driver or roadway user.

STACKING DISTANCE: The length of area available behind a service area, such as a traffic signal or gate, for vehicle queuing to occur.

STOPPING SIGHT DISTANCE: The minimum distance required by the driver of a vehicle traveling at a given speed to bring the vehicle to a stop after an object on the road becomes visible, including reaction and response time.

TRIP OR TRIP END : The one-directional movement of a person or vehicle. Every trip has an origin and a destination at its respective ends (i.e., trip ends). In terms of site trip generation, the same vehicle entering and exiting a site generates two trips: one inbound trip and one outbound trip.

TRIP GENERATION RATE: The rate at which a land use generates trips per the specified land use variable, such per dwelling unit or per thousand square feet.

TRUCK: A heavy motor vehicle generally used for transporting goods.

VEHICLE MILES TRAVELED : A measure of the amount and distance of automobile travel essentially calculated as the sum of each trip times the trip length.

Apx-5

APPENDIX B

VOLUME COUNT WORKSHEETS
Apx-6
File Name : h2402026
Site Code : 00000000
Start Date : 5/7/2024
Page No : 1
City: NEWPORT BEACH
N-S Direction: MACARTHUR BOULEVARD
E-W Direction: JAMBOREE ROAD
Groups Printed- Turning Movement Count

MACARTHUR

BOULEVARD
Southbound

JAMBOREE ROAD
Westbound

MACARTHUR

BOULEVARD
Northbound

JAMBOREE ROAD
Eastbound
Start Time
Right
Thru
Left
U Turns
Right
Thru
Left
U Turns
Right
Thru
Left
U Turns
Right
Thru
Left
U Turns
Int. Total
07:00
28 53 8 0
13 135 50 0
26 77 11 0
15 101 32 0
549
07:15
34 70 5 1
26 136 67 1
37 95 15 0
25 142 34 0
688
07:30
44 84 15 0
37 206 80 1
46 154 17 1
42 180 35 1
943
07:45
56 97 11 0
40 180 57 0
83 207 22 0
58 166 78 0
1055
Total
162
304
39 1
116
657
254
2 192
533
65 1
140
589
179
1 3235
08:00
94 72 15 0
29 188 118 0
77 179 19 1
29 169 96 3
1089
08:15
82 111 9 0
25 158 78 0
62 247 18 1
46 192 81 3
1113
08:30
80 93 19 0
36 166 72 0
94 290 32 1
37 168 95 2
1185
08:45
84 101 27 0
40 159 68 0
83 208 26 0
38 195 75 0
1104
Total
340
377
70 0
130
671
336
0 316
924
95 3
150
724
347
8 4491
16:00
84 186 37 3
20 148 100 0
87 194 42 5
6 193 70 2
1177
16:15
81 176 20 1
19 130 106 0
78 173 41 0
10 251 87 1
1174
16:30
74 216 27 0
32 152 95 0
80 234 42 3
8 179 67 1
1210
16:45
81 215 39 0
18 158 98 0
68 192 45 3
17 181 81 1
1197
Total
320
793
123
4 89
588
399
0 313
793
170
11 41
804
305
5 4758
17:00
103 252 43 0
28 180 99 0
69 197 57 3
5 212 65 2
1315
17:15
106 305 28 0
32 158 125 0
71 260 45 3
3 199 87 3
1425
17:30
93 233 41 3
30 198 109 0
76 158 47 3
7 216 73 2
1289
17:45
74 199 34 0
26 180 82 0
78 159 34 4
6 209 44 1
1130
Total
376
989
146
3 116
716
415
0 294
774
183
13 21
836
269
8 5159
18:00
80 235 25 0
25 136 64 0
43 113 48 5
16 157 55 0
1002
18:15
54 123 23 0
14 153 67 0
47 70 23 3
4 185 31 1
798
Grand Total
1332 2821 426 8
490 2921 1535 2
1205 3207 584 36
372 3295 1186 23
19443
Apprch %
29 61.5 9.3 0.2

9.9 59 31 0

23.9 63.7 11.6 0.7

7.6 67.6 24.3 0.5

Total %

6.9 14.5 2.2 0

2.5 15 7.9 0

6.2 16.5 3 0.2

1.9 16.9 6.1 0.1
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Apx-7
File Name : h2402026
Site Code : 00000000
Start Date : 5/7/2024
Page No : 2
City: NEWPORT BEACH
N-S Direction: MACARTHUR BOULEVARD
E-W Direction: JAMBOREE ROAD

MACARTHUR BOULEVARD
Southbound

JAMBOREE ROAD
Westbound

MACARTHUR BOULEVARD
Northbound

JAMBOREE ROAD
Eastbound
Start Time
Right
Thru
Left
U Turns
App. Total
Right
Thru
Left
U Turns
App. Total
Right
Thru
Left
U Turns
App. Total
Right
Thru
Left
U Turns
App. Total
Int. Total
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 08:00
08:00
94 72 15 0 181
29 188 118 0 335
77 179 19 1 276
29 169 96 3 297
1089
08:15
82 111 9 0 202
25 158 78 0 261
62 247 18 1 328
46 192 81 3 322
1113
08:30
80 93 19 0 192
36 166 72 0 274
94 290 32 1 417
37 168 95 2 302
1185
08:45
84 101 27 0 212
40 159 68 0 267
83 208 26 0 317
38 195 75 0 308
1104
Total Volume
340
377
70 0
787
130
671
336
0 1137
316
924
95 3
1338
150
724
347
8 1229
4491
% App. Total

43.2 47.9

8.9 0

11.4 59

29.6 0

23.6 69.1

7.1 0.2

12.2 58.9

28.2 0.7

PHF
.904
.849
.648
.000
.928
.813
.892
.712
.000
.849
.840
.797
.742
.750
.802
.815
.928
.904
.667
.954
.947

MACARTHUR BOULEVARD

JAMBOREE ROAD

MACARTHUR BOULEVARD
Right
340
Thru
377
Left
70 U
Turns
0 In
Out
Total
1401
787
2188
Right
130
Thru
671
Left
336
U
Turns
0 OutTotal In
1110 1137 2247
Left
95 Thru
924
Right
316
U
Turns
3 Out
Total
In
863
1338
2201
Left
347
Thru
724
Right
150
U
Turns
8 TotalOut In
1106 1229 2335
Peak Hour Begins at 08:00

Turning Movement Count
Peak Hour Data
North
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Apx-8
File Name : h2402026
Site Code : 00000000
Start Date : 5/7/2024
Page No : 3
City: NEWPORT BEACH
N-S Direction: MACARTHUR BOULEVARD
E-W Direction: JAMBOREE ROAD

MACARTHUR BOULEVARD
Southbound

JAMBOREE ROAD
Westbound

MACARTHUR BOULEVARD
Northbound

JAMBOREE ROAD
Eastbound
Start
Time
Right
Thru
Left
U Turns
App. Total
Right
Thru
Left
U Turns
App. Total
Right
Thru
Left
U Turns
App. Total
Right
Thru
Left
U Turns
App. Total
Int. Total
Peak Hour Analysis From 16:00 to 18:15 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 16:45
16:45
81 215 39 0 335
18 158 98 0 274
68 192 45 3 308
17 181 81 1 280
1197
17:00
103 252 43 0 398
28 180 99 0 307
69 197 57 3 326
5 212 65 2 284
1315
17:15
106 305 28 0 439
32 158 125 0 315
71 260 45 3 379
3 199 87 3 292
1425
17:30
93 233 41 3 370
30 198 109 0 337
76 158 47 3 284
7 216 73 2 298
1289
Total Volume
383
1005
151
3 1542
108
694
431
0 1233
284
807
194
12 1297
32 808
306
8 1154
5226
% App. Total

24.8 65.2

9.8 0.2

8.8 56.3
35 0

21.9 62.2
15 0.9

2.8 70

26.5 0.7

PHF
.903
.824
.878
.250
.878
.844
.876
.862
.000
.915
.934
.776
.851

1.00 .856
.471
.935
.879
.667
.968
.917

MACARTHUR BOULEVARD

JAMBOREE ROAD

MACARTHUR BOULEVARD
Right
383
Thru
1005
Left
151
U
Turns
3 In
Out
Total
1221
1542
2763
Right
108
Thru
694
Left
431
U
Turns
0 OutTotal In
1243 1233 2476
Left
194
Thru
807
Right
284
U
Turns
12 Out
Total
In
1468
1297
2765
Left
306
Thru
808
Right
32 U
Turns
8 TotalOut In
1271 1154 2425
Peak Hour Begins at 16:45

Turning Movement Count
Peak Hour Data
North
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Apx-9
File Name : H2402007
Site Code : 00000000
Start Date : 2/8/2024
Page No : 1
City: NEWPORT BEACH
N-S Direction: CAMPUS DRIVE
E-W Direction: BRISTOL ST-NORTH
Groups Printed- Turning Movement Count

CAMPUS DRIVE
Southbound

BRISTOL ST-NORTH
Westbound

CAMPUS DRIVE
Northbound

BRISTOL ST-NORTH
Eastbound
Start Time
Right
Thru
Left
U Turns
Right
Thru
Left
U Turns
Right
Thru
Left
U Turns
Right
Thru
Left
U Turns
Int. Total
07:00
17 46 0 0
23 74 23 0
0 103 57 0
0 0 0 0
343
07:15
19 48 0 0
13 119 30 0
0 124 76 0
0 0 0 0
429
07:30
24 51 0 0
28 186 40 0
0 220 115 0
0 0 0 0
664
07:45
23 69 0 0
29 191 56 0
0 269 124 0
0 0 0 0
761
Total
83 214
0 0
93 570
149
0 0
716
372
0 0
0 0
0 2197
08:00
33 58 0 0
40 190 56 0
0 295 94 0
0 0 0 0
766
08:15
34 63 0 0
47 208 68 0
0 264 105 0
0 0 0 0
789
08:30
43 60 0 0
41 168 51 0
0 302 70 0
0 0 0 0
735
08:45
39 54 0 0
57 212 84 0
0 285 104 0
0 0 0 0
835
Total
149
235
0 0
185
778
259
0 0
1146
373
0 0
0 0
0 3125
16:00
131 104 0 0
26 361 84 0
0 171 134 0
0 0 0 0
1011
16:15
125 125 0 0
25 408 67 0
0 146 132 0
0 0 0 0
1028
16:30
141 132 0 0
26 410 76 0
0 128 126 0
0 0 0 0
1039
16:45
139 118 0 0
37 417 73 0
0 145 108 0
0 0 0 0
1037
Total
536
479
0 0
114
1596
300
0 0
590
500
0 0
0 0
0 4115
17:00
119 153 0 0
10 394 60 0
0 194 136 0
0 0 0 0
1066
17:15
152 193 0 0
16 382 48 0
0 170 120 0
0 0 0 0
1081
17:30
134 140 0 0
11 403 71 0
0 148 86 0
0 0 0 0
993
17:45
110 114 0 0
22 383 82 0
0 131 93 0
0 0 0 0
935
Total
515
600
0 0
59 1562
261
0 0
643
435
0 0
0 0
0 4075
18:00
95 100 0 0
21 324 61 0
0 117 107 0
0 0 0 0
825
18:15
79 88 0 0
23 305 67 0
0 89 112 0
0 0 0 0
763
Grand Total
1457 1716 0 0
495 5135 1097 0
0 3301 1899 0
0 0 0 0
15100
Apprch %

45.9 54.1 0 0

7.4 76.3 16.3 0
0 63.5 36.5 0
0 0 0 0

Total %

9.6 11.4 0 0

3.3 34 7.3 0
0 21.9 12.6 0
0 0 0 0
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Apx-10
File Name : H2402007
Site Code : 00000000
Start Date : 2/8/2024
Page No : 2
City: NEWPORT BEACH
N-S Direction: CAMPUS DRIVE
E-W Direction: BRISTOL ST-NORTH

CAMPUS DRIVE
Southbound

BRISTOL ST-NORTH
Westbound

CAMPUS DRIVE
Northbound

BRISTOL ST-NORTH
Eastbound
Start Time
Right
Thru
Left
U Turns
App. Total
Right
Thru
Left
U Turns
App. Total
Right
Thru
Left
U Turns
App. Total
Right
Thru
Left
U Turns
App. Total
Int. Total
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 08:00
08:00
33 58 0 0 91
40 190 56 0 286
0 295 94 0 389
0 0 0 0 0
766
08:15
34 63 0 0 97
47 208 68 0 323
0 264 105 0 369
0 0 0 0 0
789
08:30
43 60 0 0 103
41 168 51 0 260
0 302 70 0 372
0 0 0 0 0
735
08:45
39 54 0 0 93
57 212 84 0 353
0 285 104 0 389
0 0 0 0 0
835
Total Volume
149
235
0 0
384
185
778
259
0 1222
0 1146
373
0 1519
0 0
0 0
0 3125
% App. Total

38.8 61.2
0 0

15.1 63.7

21.2 0

0 75.4

24.6 0

0 0
0 0

PHF
.866
.933
.000
.000
.932
.811
.917
.771
.000
.865
.000
.949
.888
.000
.976
.000
.000
.000
.000
.000
.936

CAMPUS DRIVE

BRISTOL ST-NORTH

CAMPUS DRIVE
Right
149
Thru
235
Left
0 U
Turns
0 In
Out
Total
1331
384
1715
Right
185
Thru
778
Left
259
U
Turns
0 OutTotal In
0 1222 1222
Left
373
Thru
1146
Right
0 U
Turns
0 Out
Total
In
494
1519
2013
Left
0 Thru
0 Right
0 U
Turns
0 TotalOut In
1300 0 1300
Peak Hour Begins at 08:00

Turning Movement Count
Peak Hour Data
North
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Apx-11
File Name : H2402007
Site Code : 00000000
Start Date : 2/8/2024
Page No : 3
City: NEWPORT BEACH
N-S Direction: CAMPUS DRIVE
E-W Direction: BRISTOL ST-NORTH

CAMPUS DRIVE
Southbound

BRISTOL ST-NORTH
Westbound

CAMPUS DRIVE
Northbound

BRISTOL ST-NORTH
Eastbound
Start
Time
Right
Thru
Left
U Turns
App. Total
Right
Thru
Left
U Turns
App. Total
Right
Thru
Left
U Turns
App. Total
Right
Thru
Left
U Turns
App. Total
Int. Total
Peak Hour Analysis From 16:00 to 18:15 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 16:30
16:30
141 132 0 0 273
26 410 76 0 512
0 128 126 0 254
0 0 0 0 0
1039
16:45
139 118 0 0 257
37 417 73 0 527
0 145 108 0 253
0 0 0 0 0
1037
17:00
119 153 0 0 272
10 394 60 0 464
0 194 136 0 330
0 0 0 0 0
1066
17:15
152 193 0 0 345
16 382 48 0 446
0 170 120 0 290
0 0 0 0 0
1081
Total Volume
551
596
0 0
1147
89 1603
257
0 1949
0 637
490
0 1127
0 0
0 0
0 4223
% App. Total
48 52
0 0

4.6 82.2

13.2 0

0 56.5

43.5 0

0 0
0 0

PHF
.906
.772
.000
.000
.831
.601
.961
.845
.000
.925
.000
.821
.901
.000
.854
.000
.000
.000
.000
.000
.977

CAMPUS DRIVE

BRISTOL ST-NORTH

CAMPUS DRIVE
Right
551
Thru
596
Left
0 U
Turns
0 In
Out
Total
726
1147
1873
Right
89 Thru
1603
Left
257
U
Turns
0 OutTotal In
0 1949 1949
Left
490
Thru
637
Right
0 U
Turns
0 Out
Total
In
853
1127
1980
Left
0 Thru
0 Right
0 U
Turns
0 TotalOut In
2644 0 2644
Peak Hour Begins at 16:30

Turning Movement Count
Peak Hour Data
North
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Apx-12
File Name : H2402003
Site Code : 00000000
Start Date : 2/8/2024
Page No : 1
City: NEWPORT BEACH
N-S Direction: CAMPUS DR/IRVINE AVE
E-W Direction: BRISTOL ST - SOUTH
Groups Printed- Turning Movement Count

CAMPUS DRIVE
Southbound

BRISTOL ST - SOUTH
Westbound

IRVINE AVENUE
Northbound

BRISTOL ST - SOUTH
Eastbound
Start Time
Right
Thru
Left
U Turns
Right
Thru
Left
U Turns
Right
Thru
Left
U Turns
Right
Thru
Left
U Turns
Int. Total
07:00
0 51 10 0
0 0 0 0
25 61 0 0
94 234 108 0
583
07:15
0 63 12 0
0 0 0 0
30 82 0 0
90 250 124 0
651
07:30
0 75 20 0
0 0 0 0
41 138 0 0
85 267 177 0
803
07:45
0 108 18 0
0 0 0 0
65 184 0 0
105 383 190 0
1053
Total
0 297
60 0
0 0
0 0
161
465
0 0
374
1134
599
0 3090
08:00
0 94 25 0
0 0 0 0
60 166 0 0
97 362 215 0
1019
08:15
0 105 19 0
0 0 0 0
60 169 0 0
110 355 195 0
1013
08:30
0 96 28 0
0 0 0 0
53 158 0 0
90 362 205 0
992
08:45
0 109 23 0
0 0 0 0
57 196 0 0
97 325 180 0
987
Total
0 404
95 0
0 0
0 0
230
689
0 0
394
1404
795
0 4011
16:00
0 139 39 1
0 0 0 0
59 159 0 0
113 217 134 0
861
16:15
0 155 31 0
0 0 0 0
52 171 0 0
103 189 97 0
798
16:30
0 159 49 0
0 0 0 0
61 133 0 0
102 191 98 0
793
16:45
0 154 27 1
0 0 0 0
49 159 0 0
133 233 118 0
874
Total
0 607
146
2 0
0 0
0 221
622
0 0
451
830
447
0 3326
17:00
0 169 28 0
0 0 0 0
68 177 0 0
121 235 121 0
919
17:15
0 220 46 1
0 0 0 0
63 166 0 0
104 167 114 0
881
17:30
0 169 46 0
0 0 0 0
67 147 0 0
87 189 77 0
782
17:45
0 149 29 1
0 0 0 0
60 118 0 0
107 193 87 0
744
Total
0 707
149
2 0
0 0
0 258
608
0 0
419
784
399
0 3326
18:00
0 123 22 0
0 0 0 0
46 158 0 0
104 119 71 0
643
18:15
0 121 36 0
0 0 0 0
40 115 0 0
99 128 79 0
618
Grand Total
0 2259 508 4
0 0 0 0
956 2657 0 0
1841 4399 2390 0
15014
Apprch %
0 81.5 18.3 0.1
0 0 0 0

26.5 73.5 0 0

21.3 51 27.7 0

Total %
0 15 3.4 0
0 0 0 0

6.4 17.7 0 0

12.3 29.3 15.9 0
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Apx-13
File Name : H2402003
Site Code : 00000000
Start Date : 2/8/2024
Page No : 2
City: NEWPORT BEACH
N-S Direction: CAMPUS DR/IRVINE AVE
E-W Direction: BRISTOL ST - SOUTH

CAMPUS DRIVE
Southbound

BRISTOL ST - SOUTH
Westbound

IRVINE AVENUE
Northbound

BRISTOL ST - SOUTH
Eastbound
Start Time
Right
Thru
Left
U Turns
App. Total
Right
Thru
Left
U Turns
App. Total
Right
Thru
Left
U Turns
App. Total
Right
Thru
Left
U Turns
App. Total
Int. Total
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:45
07:45
0 108 18 0 126
0 0 0 0 0
65 184 0 0 249
105 383 190 0 678
1053
08:00
0 94 25 0 119
0 0 0 0 0
60 166 0 0 226
97 362 215 0 674
1019
08:15
0 105 19 0 124
0 0 0 0 0
60 169 0 0 229
110 355 195 0 660
1013
08:30
0 96 28 0 124
0 0 0 0 0
53 158 0 0 211
90 362 205 0 657
992
Total Volume
0 403
90 0
493
0 0
0 0
0 238
677
0 0
915
402
1462
805
0 2669
4077
% App. Total
0 81.7

18.3 0

0 0
0 0

26 74
0 0

15.1 54.8

30.2 0

PHF
.000
.933
.804
.000
.978
.000
.000
.000
.000
.000
.915
.920
.000
.000
.919
.914
.954
.936
.000
.984
.968

CAMPUS DRIVE

BRISTOL ST - SOUTH

IRVINE AVENUE
Right
0 Thru
403
Left
90 U
Turns
0 In
Out
Total
1482
493
1975
Right
0 Thru
0 Left
0 U
Turns
0 OutTotal In
1790 0 1790
Left
0 Thru
677
Right
238
U
Turns
0 Out
Total
In
805
915
1720
Left
805
Thru
1462
Right
402
U
Turns
0 TotalOut In
0 2669 2669
Peak Hour Begins at 07:45

Turning Movement Count
Peak Hour Data
North
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Apx-14
File Name : H2402003
Site Code : 00000000
Start Date : 2/8/2024
Page No : 3
City: NEWPORT BEACH
N-S Direction: CAMPUS DR/IRVINE AVE
E-W Direction: BRISTOL ST - SOUTH

CAMPUS DRIVE
Southbound

BRISTOL ST - SOUTH
Westbound

IRVINE AVENUE
Northbound

BRISTOL ST - SOUTH
Eastbound
Start
Time
Right
Thru
Left
U Turns
App. Total
Right
Thru
Left
U Turns
App. Total
Right
Thru
Left
U Turns
App. Total
Right
Thru
Left
U Turns
App. Total
Int. Total
Peak Hour Analysis From 16:00 to 18:15 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 16:30
16:30
0 159 49 0 208
0 0 0 0 0
61 133 0 0 194
102 191 98 0 391
793
16:45
0 154 27 1 182
0 0 0 0 0
49 159 0 0 208
133 233 118 0 484
874
17:00
0 169 28 0 197
0 0 0 0 0
68 177 0 0 245
121 235 121 0 477
919
17:15
0 220 46 1 267
0 0 0 0 0
63 166 0 0 229
104 167 114 0 385
881
Total Volume
0 702
150
2 854
0 0
0 0
0 241
635
0 0
876
460
826
451
0 1737
3467
% App. Total
0 82.2

17.6 0.2

0 0
0 0

27.5 72.5
0 0

26.5 47.6
26 0

PHF
.000
.798
.765
.500
.800
.000
.000
.000
.000
.000
.886
.897
.000
.000
.894
.865
.879
.932
.000
.897
.943

CAMPUS DRIVE

BRISTOL ST - SOUTH

IRVINE AVENUE
Right
0 Thru
702
Left
150
U
Turns
2 In
Out
Total
1086
854
1940
Right
0 Thru
0 Left
0 U
Turns
0 OutTotal In
1217 0 1217
Left
0 Thru
635
Right
241
U
Turns
0 Out
Total
In
1162
876
2038
Left
451
Thru
826
Right
460
U
Turns
0 TotalOut In
0 1737 1737
Peak Hour Begins at 16:30

Turning Movement Count
Peak Hour Data
North
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Apx-15
File Name : H2402008
Site Code : 00000000
Start Date : 3/19/2024
Page No : 1
City of Newport Beach
N-S Direction: Birch St
E-W Direction: Bristol St North
Groups Printed- Turning Movements
Birch St
Southbound
Bristol St North
Westbound
Birch St
Northbound
Bristol St North
Eastbound
Start Time
Right
Thru
Left
U Turn
Right
Thru
Left
U Turn
Right
Thru
Left
U Turn
Right
Thru
Left
U Turn
Int. Total
07:00
9 14 0 0
6 107 30 0
0 78 9 0
0 0 0 0
253
07:15
13 10 0 0
10 142 61 0
0 90 17 0
0 0 0 0
343
07:30
16 19 0 0
21 257 51 0
0 105 13 0
0 0 0 0
482
07:45
17 34 0 0
24 271 74 0
0 168 23 0
0 0 0 0
611
Total
55 77
0 0
61 777
216
0 0
441
62 0
0 0
0 0
1689
08:00
21 34 0 0
39 246 74 0
0 167 30 0
0 0 0 0
611
08:15
33 29 0 0
65 257 101 0
0 172 13 0
0 0 0 0
670
08:30
15 30 0 0
67 300 93 0
0 176 28 0
0 0 0 0
709
08:45
36 35 0 0
57 311 110 0
0 190 23 0
0 0 0 0
762
Total
105
128
0 0
228
1114
378
0 0
705
94 0
0 0
0 0
2752
16:00
112 60 0 0
34 362 66 0
0 79 44 0
0 0 0 0
757
16:15
105 69 0 0
33 327 78 0
0 82 28 0
0 0 0 0
722
16:30
113 73 0 0
43 379 99 0
0 63 48 0
0 0 0 0
818
16:45
101 77 0 0
30 389 85 0
0 59 35 0
0 0 0 0
776
Total
431
279
0 0
140
1457
328
0 0
283
155
0 0
0 0
0 3073
17:00
171 94 0 0
19 332 97 0
0 79 45 0
0 0 0 0
837
17:15
142 86 0 0
36 267 138 0
0 75 33 0
0 0 0 0
777
17:30
106 71 0 0
25 380 95 0
0 55 28 0
0 0 0 0
760
17:45
102 50 0 0
23 336 82 0
0 70 31 0
0 0 0 0
694
Total
521
301
0 0
103
1315
412
0 0
279
137
0 0
0 0
0 3068
18:00
90 55 0 0
13 299 73 0
0 49 38 0
0 0 0 0
617
18:15
81 42 0 0
25 291 56 0
0 45 25 0
0 0 0 0
565
Grand Total
1283 882 0 0
570 5253 1463 0
0 1802 511 0
0 0 0 0
11764
Apprch %

59.3 40.7 0 0

7.8 72.1 20.1 0
0 77.9 22.1 0
0 0 0 0

Total %

10.9 7.5 0 0

4.8 44.7 12.4 0
0 15.3 4.3 0
0 0 0 0
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Apx-16
File Name : H2402008
Site Code : 00000000
Start Date : 3/19/2024
Page No : 2
City of Newport Beach
N-S Direction: Birch St
E-W Direction: Bristol St North
Birch St
Southbound
Bristol St North
Westbound
Birch St
Northbound
Bristol St North
Eastbound
Start Time
Right
Thru
Left
U Turn
App. Total
Right
Thru
Left
U Turn
App. Total
Right
Thru
Left
U Turn
App. Total
Right
Thru
Left
U Turn
App. Total
Int. Total
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 08:00
08:00
21 34 0 0 55
39 246 74 0 359
0 167 30 0 197
0 0 0 0 0
611
08:15
33 29 0 0 62
65 257 101 0 423
0 172 13 0 185
0 0 0 0 0
670
08:30
15 30 0 0 45
67 300 93 0 460
0 176 28 0 204
0 0 0 0 0
709
08:45
36 35 0 0 71
57 311 110 0 478
0 190 23 0 213
0 0 0 0 0
762
Total Volume
105
128
0 0
233
228
1114
378
0 1720
0 705
94 0
799
0 0
0 0
0 2752
% App. Total

45.1 54.9
0 0

13.3 64.8
22 0

0 88.2

11.8 0

0 0
0 0

PHF
.729
.914
.000
.000
.820
.851
.895
.859
.000
.900
.000
.928
.783
.000
.938
.000
.000
.000
.000
.000
.903
Birch St
Bristol St North
Bristol St North
Birch St
Right
105
Thru
128
Left
0 U
Turn
0 In
Out
Total
933
233
1166
Right
228
Thru
1114
Left
378
U
Turn
0 OutTotal In
0 1720 1720
Left
94 Thru
705
Right
0 U
Turn
0 Out
Total
In
506
799
1305
Left
0 Thru
0 Right
0 U
Turn
0 TotalOut In
1313 0 1313
Peak Hour Begins at 08:00

Turning Movements
Peak Hour Data
North
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Apx-17
File Name : H2402008
Site Code : 00000000
Start Date : 3/19/2024
Page No : 3
City of Newport Beach
N-S Direction: Birch St
E-W Direction: Bristol St North
Birch St
Southbound
Bristol St North
Westbound
Birch St
Northbound
Bristol St North
Eastbound
Start
Time
Right
Thru
Left
U Turn
App. Total
Right
Thru
Left
U Turn
App. Total
Right
Thru
Left
U Turn
App. Total
Right
Thru
Left
U Turn
App. Total
Int. Total
Peak Hour Analysis From 16:00 to 18:15 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 16:30
16:30
113 73 0 0 186
43 379 99 0 521
0 63 48 0 111
0 0 0 0 0
818
16:45
101 77 0 0 178
30 389 85 0 504
0 59 35 0 94
0 0 0 0 0
776
17:00
171 94 0 0 265
19 332 97 0 448
0 79 45 0 124
0 0 0 0 0
837
17:15
142 86 0 0 228
36 267 138 0 441
0 75 33 0 108
0 0 0 0 0
777
Total Volume
527
330
0 0
857
128
1367
419
0 1914
0 276
161
0 437
0 0
0 0
0 3208
% App. Total

61.5 38.5
0 0

6.7 71.4

21.9 0

0 63.2

36.8 0

0 0
0 0

PHF
.770
.878
.000
.000
.808
.744
.879
.759
.000
.918
.000
.873
.839
.000
.881
.000
.000
.000
.000
.000
.958
Birch St
Bristol St North
Bristol St North
Birch St
Right
527
Thru
330
Left
0 U
Turn
0 In
Out
Total
404
857
1261
Right
128
Thru
1367
Left
419
U
Turn
0 OutTotal In
0 1914 1914
Left
161
Thru
276
Right
0 U
Turn
0 Out
Total
In
749
437
1186
Left
0 Thru
0 Right
0 U
Turn
0 TotalOut In
2055 0 2055
Peak Hour Begins at 16:30

Turning Movements
Peak Hour Data
North
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Apx-18
File Name : H2402004
Site Code : 00000000
Start Date : 2/8/2024
Page No : 1
City: NEWPORT BEACH
N-S Direction: BIRCH STREET
E-W Direction: BRISTOL ST-SOUTH
Groups Printed- Turning Movement Count

BIRCH STREET
Southbound

BRISTOL ST-SOUTH
Westbound

BIRCH STREET
Northbound

BRISTOL ST- SOUTH
Eastbound
Start Time
Right
Thru
Left
U Turns
Right
Thru
Left
U Turns
Right
Thru
Left
U Turns
Right
Thru
Left
U Turns
Int. Total
07:00
0 37 13 0
0 0 0 0
18 24 0 0
30 162 68 0
352
07:15
0 36 16 0
0 0 0 0
35 26 0 0
43 183 80 0
419
07:30
0 76 15 0
0 0 0 0
72 41 0 0
32 225 90 0
551
07:45
0 68 24 0
0 0 0 0
76 54 0 0
44 270 146 0
682
Total
0 217
68 0
0 0
0 0
201
145
0 0
149
840
384
0 2004
08:00
0 101 39 0
0 0 0 0
53 60 0 0
69 267 139 0
728
08:15
0 94 35 0
0 0 0 0
50 58 0 0
52 238 155 0
682
08:30
0 101 46 0
0 0 0 0
50 63 0 0
53 260 125 0
698
08:45
0 96 50 0
0 0 0 0
66 69 0 0
34 223 132 0
670
Total
0 392
170
0 0
0 0
0 219
250
0 0
208
988
551
0 2778
16:00
0 80 50 0
0 0 0 0
65 67 0 0
26 219 57 0
564
16:15
0 117 58 0
0 0 0 0
59 62 0 0
28 202 63 0
589
16:30
0 112 53 0
0 0 0 0
74 61 0 0
20 217 63 0
600
16:45
0 100 41 0
0 0 0 0
74 49 0 0
29 208 71 0
572
Total
0 409
202
0 0
0 0
0 272
239
0 0
103
846
254
0 2325
17:00
0 131 36 0
0 0 0 0
67 67 0 0
28 267 56 0
652
17:15
0 154 30 0
0 0 0 0
49 54 0 0
25 212 45 0
569
17:30
0 130 54 0
0 0 0 0
51 60 0 0
25 228 40 0
588
17:45
0 90 34 0
0 0 0 0
44 53 0 0
20 212 46 0
499
Total
0 505
154
0 0
0 0
0 211
234
0 0
98 919
187
0 2308
18:00
0 91 46 0
0 0 0 0
46 41 0 0
24 156 24 0
428
18:15
0 56 30 0
0 0 0 0
20 25 0 0
19 167 32 0
349
Grand Total
0 1670 670 0
0 0 0 0
969 934 0 0
601 3916 1432 0
10192
Apprch %
0 71.4 28.6 0
0 0 0 0

50.9 49.1 0 0

10.1 65.8 24.1 0

Total %
0 16.4 6.6 0
0 0 0 0

9.5 9.2 0 0

5.9 38.4 14.1 0
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Apx-19
File Name : H2402004
Site Code : 00000000
Start Date : 2/8/2024
Page No : 2
City: NEWPORT BEACH
N-S Direction: BIRCH STREET
E-W Direction: BRISTOL ST-SOUTH

BIRCH STREET
Southbound

BRISTOL ST-SOUTH
Westbound

BIRCH STREET
Northbound

BRISTOL ST- SOUTH
Eastbound
Start Time
Right
Thru
Left
U Turns
App. Total
Right
Thru
Left
U Turns
App. Total
Right
Thru
Left
U Turns
App. Total
Right
Thru
Left
U Turns
App. Total
Int. Total
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:45
07:45
0 68 24 0 92
0 0 0 0 0
76 54 0 0 130
44 270 146 0 460
682
08:00
0 101 39 0 140
0 0 0 0 0
53 60 0 0 113
69 267 139 0 475
728
08:15
0 94 35 0 129
0 0 0 0 0
50 58 0 0 108
52 238 155 0 445
682
08:30
0 101 46 0 147
0 0 0 0 0
50 63 0 0 113
53 260 125 0 438
698
Total Volume
0 364
144
0 508
0 0
0 0
0 229
235
0 0
464
218
1035
565
0 1818
2790
% App. Total
0 71.7

28.3 0

0 0
0 0

49.4 50.6
0 0

12 56.9

31.1 0

PHF
.000
.901
.783
.000
.864
.000
.000
.000
.000
.000
.753
.933
.000
.000
.892
.790
.958
.911
.000
.957
.958

BIRCH STREET

BRISTOL ST- SOUTH

BRISTOL ST-SOUTH

BIRCH STREET
Right
0 Thru
364
Left
144
U
Turns
0 In
Out
Total
800
508
1308
Right
0 Thru
0 Left
0 U
Turns
0 OutTotal In
1408 0 1408
Left
0 Thru
235
Right
229
U
Turns
0 Out
Total
In
582
464
1046
Left
565
Thru
1035
Right
218
U
Turns
0 TotalOut In
0 1818 1818
Peak Hour Begins at 07:45

Turning Movement Count
Peak Hour Data
North
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Apx-20
File Name : H2402004
Site Code : 00000000
Start Date : 2/8/2024
Page No : 3
City: NEWPORT BEACH
N-S Direction: BIRCH STREET
E-W Direction: BRISTOL ST-SOUTH

BIRCH STREET
Southbound

BRISTOL ST-SOUTH
Westbound

BIRCH STREET
Northbound

BRISTOL ST- SOUTH
Eastbound
Start
Time
Right
Thru
Left
U Turns
App. Total
Right
Thru
Left
U Turns
App. Total
Right
Thru
Left
U Turns
App. Total
Right
Thru
Left
U Turns
App. Total
Int. Total
Peak Hour Analysis From 16:00 to 18:15 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 16:15
16:15
0 117 58 0 175
0 0 0 0 0
59 62 0 0 121
28 202 63 0 293
589
16:30
0 112 53 0 165
0 0 0 0 0
74 61 0 0 135
20 217 63 0 300
600
16:45
0 100 41 0 141
0 0 0 0 0
74 49 0 0 123
29 208 71 0 308
572
17:00
0 131 36 0 167
0 0 0 0 0
67 67 0 0 134
28 267 56 0 351
652
Total Volume
0 460
188
0 648
0 0
0 0
0 274
239
0 0
513
105
894
253
0 1252
2413
% App. Total
0 71
29 0

0 0
0 0

53.4 46.6
0 0

8.4 71.4

20.2 0

PHF
.000
.878
.810
.000
.926
.000
.000
.000
.000
.000
.926
.892
.000
.000
.950
.905
.837
.891
.000
.892
.925

BIRCH STREET

BRISTOL ST- SOUTH

BRISTOL ST-SOUTH

BIRCH STREET
Right
0 Thru
460
Left
188
U
Turns
0 In
Out
Total
492
648
1140
Right
0 Thru
0 Left
0 U
Turns
0 OutTotal In
1356 0 1356
Left
0 Thru
239
Right
274
U
Turns
0 Out
Total
In
565
513
1078
Left
253
Thru
894
Right
105
U
Turns
0 TotalOut In
0 1252 1252
Peak Hour Begins at 16:15

Turning Movement Count
Peak Hour Data
North
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Apx-21
File Name : H2402009
Site Code : 00000000
Start Date : 2/8/2024
Page No : 1
City: NEWPORT BEACH
N-S Direction: JAMBOREE ROAD
E-W Direction: BRISTOL ST- NORTH
Groups Printed- Turning Movement Count

JAMBOREE ROAD
Southbound
SR-73 NB ON RAMP
Westbound

JAMBOREE ROAD
Northbound

BRISTOL STREET
Eastbound
Start Time
Right
Thru
Left
U Turns
Right
Thru
Left
U Turns
Right
Thru
Left
U Turns
Right
Thru
Left
U Turns
Int. Total
07:00
54 113 0 0
0 0 0 0
114 183 62 0
0 0 0 0
526
07:15
50 113 0 0
0 0 0 0
131 219 92 0
0 0 0 0
605
07:30
82 174 0 0
0 0 0 0
168 276 112 0
0 0 0 0
812
07:45
89 205 0 0
0 0 0 0
147 299 106 0
0 0 0 0
846
Total
275
605
0 0
0 0
0 0
560
977
372
0 0
0 0
0 2789
08:00
97 176 0 0
0 0 0 0
134 329 139 0
0 0 0 0
875
08:15
108 173 0 0
0 0 0 0
155 359 138 0
0 0 0 0
933
08:30
96 167 0 0
0 0 0 0
137 368 143 0
0 0 0 0
911
08:45
115 171 0 0
0 0 0 0
125 354 165 0
0 0 0 0
930
Total
416
687
0 0
0 0
0 0
551
1410
585
0 0
0 0
0 3649
16:00
139 124 0 0
0 0 0 0
224 347 150 0
0 0 0 0
984
16:15
137 130 0 0
0 0 0 0
256 416 170 0
0 0 0 0
1109
16:30
147 166 0 0
0 0 0 0
241 390 153 0
0 0 0 0
1097
16:45
167 154 0 0
0 0 0 0
203 372 136 0
0 0 0 0
1032
Total
590
574
0 0
0 0
0 0
924
1525
609
0 0
0 0
0 4222
17:00
189 195 0 0
0 0 0 0
234 360 158 0
0 0 0 0
1136
17:15
133 192 0 0
0 0 0 0
240 327 134 1
0 0 0 0
1027
17:30
119 180 0 0
0 0 0 0
175 311 111 0
0 0 0 0
896
17:45
134 148 0 0
0 0 0 0
206 330 122 0
0 0 0 0
940
Total
575
715
0 0
0 0
0 0
855
1328
525
1 0
0 0
0 3999
18:00
130 116 0 0
0 0 0 0
195 279 103 0
0 0 0 0
823
18:15
111 115 0 0
0 0 0 0
181 270 117 0
0 0 0 0
794
Grand Total
2097 2812 0 0
0 0 0 0
3266 5789 2311 1
0 0 0 0
16276
Apprch %

42.7 57.3 0 0
0 0 0 0

28.7 50.9 20.3 0
0 0 0 0

Total %

12.9 17.3 0 0
0 0 0 0

20.1 35.6 14.2 0
0 0 0 0
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Apx-22
File Name : H2402009
Site Code : 00000000
Start Date : 2/8/2024
Page No : 2
City: NEWPORT BEACH
N-S Direction: JAMBOREE ROAD
E-W Direction: BRISTOL ST- NORTH

JAMBOREE ROAD
Southbound
SR-73 NB ON RAMP
Westbound

JAMBOREE ROAD
Northbound

BRISTOL STREET
Eastbound
Start Time
Right
Thru
Left
U Turns
App. Total
Right
Thru
Left
U Turns
App. Total
Right
Thru
Left
U Turns
App. Total
Right
Thru
Left
U Turns
App. Total
Int. Total
Peak Hour Analysis From 07:00 to 08:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 08:00
08:00
97 176 0 0 273
0 0 0 0 0
134 329 139 0 602
0 0 0 0 0
875
08:15
108 173 0 0 281
0 0 0 0 0
155 359 138 0 652
0 0 0 0 0
933
08:30
96 167 0 0 263
0 0 0 0 0
137 368 143 0 648
0 0 0 0 0
911
08:45
115 171 0 0 286
0 0 0 0 0
125 354 165 0 644
0 0 0 0 0
930
Total Volume
416
687
0 0
1103
0 0
0 0
0 551
1410
585
0 2546
0 0
0 0
0 3649
% App. Total

37.7 62.3
0 0

0 0
0 0

21.6 55.4
23 0

0 0
0 0

PHF
.904
.976
.000
.000
.964
.000
.000
.000
.000
.000
.889
.958
.886
.000
.976
.000
.000
.000
.000
.000
.978

JAMBOREE ROAD

BRISTOL STREET
SR-73 NB ON RAMP

JAMBOREE ROAD
Right
416
Thru
687
Left
0 U
Turns
0 In
Out
Total
1410
1103
2513
Right
0 Thru
0 Left
0 U
Turns
0 OutTotal In
551 0 551
Left
585
Thru
1410
Right
551
U
Turns
0 Out
Total
In
687
2546
3233
Left
0 Thru
0 Right
0 U
Turns
0 TotalOut In
1001 0 1001
Peak Hour Begins at 08:00

Turning Movement Count
Peak Hour Data
North
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Apx-23
File Name : H2402009
Site Code : 00000000
Start Date : 2/8/2024
Page No : 3
City: NEWPORT BEACH
N-S Direction: JAMBOREE ROAD
E-W Direction: BRISTOL ST- NORTH

JAMBOREE ROAD
Southbound
SR-73 NB ON RAMP
Westbound

JAMBOREE ROAD
Northbound

BRISTOL STREET
Eastbound
Start
Time
Right
Thru
Left
U Turns
App. Total
Right
Thru
Left
U Turns
App. Total
Right
Thru
Left
U Turns
App. Total
Right
Thru
Left
U Turns
App. Total
Int. Total
Peak Hour Analysis From 16:00 to 18:15 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 16:15
16:15
137 130 0 0 267
0 0 0 0 0
256 416 170 0 842
0 0 0 0 0
1109
16:30
147 166 0 0 313
0 0 0 0 0
241 390 153 0 784
0 0 0 0 0
1097
16:45
167 154 0 0 321
0 0 0 0 0
203 372 136 0 711
0 0 0 0 0
1032
17:00
189 195 0 0 384
0 0 0 0 0
234 360 158 0 752
0 0 0 0 0
1136
Total Volume
640
645
0 0
1285
0 0
0 0
0 934
1538
617
0 3089
0 0
0 0
0 4374
% App. Total

49.8 50.2
0 0

0 0
0 0

30.2 49.8
20 0

0 0
0 0

PHF
.847
.827
.000
.000
.837
.000
.000
.000
.000
.000
.912
.924
.907
.000
.917
.000
.000
.000
.000
.000
.963

JAMBOREE ROAD

BRISTOL STREET
SR-73 NB ON RAMP

JAMBOREE ROAD
Right
640
Thru
645
Left
0 U
Turns
0 In
Out
Total
1538
1285
2823
Right
0 Thru
0 Left
0 U
Turns
0 OutTotal In
934 0 934
Left
617
Thru
1538
Right
934
U
Turns
0 Out
Total
In
645
3089
3734
Left
0 Thru
0 Right
0 U
Turns
0 TotalOut In
1257 0 1257
Peak Hour Begins at 16:15

Turning Movement Count
Peak Hour Data
North
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Apx-24
File Name : H2402006
Site Code : 00000000
Start Date : 2/8/2024
Page No : 1
City: NEWPORT BEACH
N-S Direction: JAMBOREE ROAD
E-W Direction: BRISTOL STREET-SOUTH
Groups Printed- Turning Movement Count

JAMBOREE ROAD
Southbound
SR-73 SB ON RAMP
Westbound

JAMBOREE ROAD
Northbound

BRISTOL ST-SOUTH
Eastbound
Start Time
Right
Thru
Left
U Turns
Right
Thru
Left
U Turns
Right
Thru
Left
U Turns
Right
Thru
Left
U Turns
Int. Total
07:00
0 127 0 0
0 0 0 0
4 209 0 0
275 66 132 0
813
07:15
0 124 0 0
0 0 0 0
5 277 0 0
261 63 158 0
888
07:30
0 152 0 0
0 0 0 0
3 296 0 0
308 91 210 0
1060
07:45
0 203 0 0
0 0 0 0
7 301 0 0
355 99 228 0
1193
Total
0 606
0 0
0 0
0 0
19 1083
0 0
1199
319
728
0 3954
08:00
0 205 0 0
0 0 0 0
4 424 0 0
322 84 194 0
1233
08:15
0 154 0 0
0 0 0 0
4 349 0 0
306 94 189 0
1096
08:30
0 176 0 0
0 0 0 0
8 456 0 0
297 87 206 0
1230
08:45
0 176 0 0
0 0 0 0
13 378 0 0
286 91 191 0
1135
Total
0 711
0 0
0 0
0 0
29 1607
0 0
1211
356
780
0 4694
16:00
0 129 0 0
0 0 0 0
9 532 0 0
257 136 172 0
1235
16:15
0 144 0 0
0 0 0 0
20 504 0 0
208 129 169 0
1174
16:30
0 145 0 0
0 0 0 0
16 465 0 0
260 161 188 0
1235
16:45
0 167 0 0
0 0 0 0
20 567 0 0
218 134 165 0
1271
Total
0 585
0 0
0 0
0 0
65 2068
0 0
943
560
694
0 4915
17:00
0 191 0 0
0 0 0 0
15 489 0 0
215 142 216 0
1268
17:15
0 162 0 0
0 0 0 0
12 423 0 0
222 141 150 0
1110
17:30
0 193 0 0
0 0 0 0
14 458 0 0
260 127 164 0
1216
17:45
0 138 0 0
0 0 0 0
15 388 0 0
227 124 185 0
1077
Total
0 684
0 0
0 0
0 0
56 1758
0 0
924
534
715
0 4671
18:00
0 111 0 0
0 0 0 0
16 423 0 0
182 100 159 0
991
18:15
0 135 0 0
0 0 0 0
12 416 0 0
184 95 131 0
973
Grand Total
0 2832 0 0
0 0 0 0
197 7355 0 0
4643 1964 3207 0
20198
Apprch %
0 100 0 0
0 0 0 0

2.6 97.4 0 0

47.3 20 32.7 0

Total %
0 14 0 0
0 0 0 0
1 36.4 0 0
23 9.7 15.9 0
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Apx-25
File Name : H2402006
Site Code : 00000000
Start Date : 2/8/2024
Page No : 2
City: NEWPORT BEACH
N-S Direction: JAMBOREE ROAD
E-W Direction: BRISTOL STREET-SOUTH

JAMBOREE ROAD
Southbound
SR-73 SB ON RAMP
Westbound

JAMBOREE ROAD
Northbound

BRISTOL ST-SOUTH
Eastbound
Start Time
Right
Thru
Left
U Turns
App. Total
Right
Thru
Left
U Turns
App. Total
Right
Thru
Left
U Turns
App. Total
Right
Thru
Left
U Turns
App. Total
Int. Total
Peak Hour Analysis From 07:00 to 11:45 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:45
07:45
0 203 0 0 203
0 0 0 0 0
7 301 0 0 308
355 99 228 0 682
1193
08:00
0 205 0 0 205
0 0 0 0 0
4 424 0 0 428
322 84 194 0 600
1233
08:15
0 154 0 0 154
0 0 0 0 0
4 349 0 0 353
306 94 189 0 589
1096
08:30
0 176 0 0 176
0 0 0 0 0
8 456 0 0 464
297 87 206 0 590
1230
Total Volume
0 738
0 0
738
0 0
0 0
0 23
1530
0 0
1553
1280
364
817
0 2461
4752
% App. Total

98.5 14.8

33.2 PHF
.000
.900
.000
.000
.900
.000
.000
.000
.000
.000
.719
.839
.000
.000
.837
.901
.919
.896
.000
.902
.964

JAMBOREE ROAD

BRISTOL ST-SOUTH
SR-73 SB ON RAMP

JAMBOREE ROAD
Right
0 Thru
738
Left
0 U
Turns
0 In
Out
Total
2347
738
3085
Right
0 Thru
0 Left
0 U
Turns
0 OutTotal In
387 0 387
Left
0 Thru
1530
Right
23 U
Turns
0 Out
Total
In
2018
1553
3571
Left
817
Thru
364
Right
1280
U
Turns
0 TotalOut In
0 2461 2461
Peak Hour Begins at 07:45

Turning Movement Count
Peak Hour Data
North
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Apx-26
File Name : H2402006
Site Code : 00000000
Start Date : 2/8/2024
Page No : 3
City: NEWPORT BEACH
N-S Direction: JAMBOREE ROAD
E-W Direction: BRISTOL STREET-SOUTH

JAMBOREE ROAD
Southbound
SR-73 SB ON RAMP
Westbound

JAMBOREE ROAD
Northbound

BRISTOL ST-SOUTH
Eastbound
Start
Time
Right
Thru
Left
U Turns
App. Total
Right
Thru
Left
U Turns
App. Total
Right
Thru
Left
U Turns
App. Total
Right
Thru
Left
U Turns
App. Total
Int. Total
Peak Hour Analysis From 12:00 to 18:15 - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 16:15
16:15
0 144 0 0 144
0 0 0 0 0
20 504 0 0 524
208 129 169 0 506
1174
16:30
0 145 0 0 145
0 0 0 0 0
16 465 0 0 481
260 161 188 0 609
1235
16:45
0 167 0 0 167
0 0 0 0 0
20 567 0 0 587
218 134 165 0 517
1271
17:00
0 191 0 0 191
0 0 0 0 0
15 489 0 0 504
215 142 216 0 573
1268
Total Volume
0 647
0 0
647
0 0
0 0
0 71
2025
0 0
2096
901
566
738
0 2205
4948
% App. Total
0 100
0 0

0 0
0 0

3.4 96.6
0 0

40.9 25.7

33.5 0

PHF
.000
.847
.000
.000
.847
.000
.000
.000
.000
.000
.888
.893
.000
.000
.893
.866
.879
.854
.000
.905
.973

JAMBOREE ROAD

BRISTOL ST-SOUTH
SR-73 SB ON RAMP

JAMBOREE ROAD
Right
0 Thru
647
Left
0 U
Turns
0 In
Out
Total
2763
647
3410
Right
0 Thru
0 Left
0 U
Turns
0 OutTotal In
637 0 637
Left
0 Thru
2025
Right
71 U
Turns
0 Out
Total
In
1548
2096
3644
Left
738
Thru
566
Right
901
U
Turns
0 TotalOut In
0 2205 2205
Peak Hour Begins at 16:15

Turning Movement Count
Peak Hour Data
North
Transportation Studies, Inc
2640 Walnut Avenue, Suite L
Tustin, CA. 92780
Apx-27

T012524
DATE: LOCATION: PROJECT #: SC4778
Wed, Jul 10, 24 NORTH & SOUTH: LOCATION #: 10
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 X 0 X X X X 3 1 1 3 X 0 0 1 0
7:00 AM 5 0 7 0 0 0 0 79 4 8 106 0 209 0 0 1 0 1
7:15 AM 4 0 11 0 0 0 0 112 8 10 96 0 241 0 0 0 0 0
7:30 AM 2 0 6 0 0 0 0 156 7 13 127 0 311 0 0 0 0 0
7:45 AM 7 0 15 0 0 0 0 223 16 24 195 0 480 0 0 1 0 1
8:00 AM 6 0 6 0 0 0 0 188 8 19 197 0 424 0 0 0 0 0
8:15 AM 10 0 10 0 0 0 0 226 14 28 186 0 474 0 0 1 1 2
8:30 AM 10 0 4 0 0 0 0 218 11 19 155 0 417 0 0 0 0 0
8:45 AM 7 0 14 0 0 0 0 252 19 31 172 0 495 0 0 1 0 1
VOLUMES 51 0 73 0 0 0 0 1,454 87 152 1,234 0 3,056 0 0 4 1 5 APPROACH % 41% 0% 59% 0% 0% 0% 0% 94% 6% 11% 89% 0%
APP/DEPART 124 / 0 0 / 239 1,545 / 1,528 1,387 / 1,289 0

BEGIN PEAK HR
VOLUMES 33 0 34 0 0 0 0 884 52 97 710 0 1,813 0 0 2 1
APPROACH % 49% 0% 51% 0% 0% 0% 0% 94% 6% 12% 88% 0%
PEAK HR FACTOR 0.798 0.000 0.862 0.935 0.914
APP/DEPART 67 / 0 0 / 149 938 / 919 808 / 745 0
4:00 PM 16 0 40 0 0 0 0 198 3 7 272 0 536 0 0 1 1 2
4:15 PM 9 0 30 0 0 0 0 208 7 9 288 0 551 0 0 1 0 1
4:30 PM 17 0 42 0 0 0 0 191 4 7 271 0 532 0 0 4 0 4
4:45 PM 21 0 27 0 0 0 0 207 4 15 309 0 583 0 0 3 0 3
5:00 PM 13 0 70 0 0 0 0 202 4 7 279 0 575 0 0 4 0 4
5:15 PM 20 0 30 0 0 0 0 184 4 8 403 0 649 0 0 2 2 4
5:30 PM 18 0 37 0 0 0 0 170 1 6 351 0 583 0 0 4 1 5
5:45 PM 13 0 25 0 0 0 0 163 3 8 269 0 481 0 0 4 1 5
6:00 PM 7 0 39 0 0 0 0 142 7 7 301 0 503 0 0 7 0 7
6:15 PM 9 0 17 0 0 0 0 158 4 2 285 0 475 0 0 7 0 7
VOLUMES 143 0 357 0 0 0 0 1,823 41 76 3,028 0 5,510 0 0 37 5 42 APPROACH % 29% 0% 71% 0% 0% 0% 0% 96% 2% 2% 97% 0%
APP/DEPART 500 / 0 0 / 117 1,901 / 2,185 3,109 / 3,208 0

BEGIN PEAK HR
VOLUMES 72 0 164 0 0 0 0 763 13 36 1,342 0 2,406 0 0 13 3 APPROACH % 31% 0% 69% 0% 0% 0% 0% 97% 2% 3% 97% 0%
PEAK HR FACTOR 0.711 0.000 0.922 0.836 0.921
APP/DEPART 236 / 0 0 / 49 789 / 930 1,381 / 1,427 0
Orchard Dr

NORTH LEG
Irvine Ave WEST LEG EAST LEG Irvine Ave

SOUTH LEG
Orchard Dr

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Newport Beach
Orchard Dr
Irvine Ave

U-TURNS
Orchard Dr Orchard Dr Irvine Ave Irvine Ave
AM
8:00 AM
PM
4:45 PM
Apx-28
0 0 0 0 TOTAL 0
0 0 0 0 PM 0
0 0 0 0 AM 0
1,387
3,109
4,496
4,497
3,208
1,289
0 0
0 1,234
3,028
4,262
TOTAL
PM
AM
152
76 228
0 0
0 AM
PM
TOTAL
3,277
1,823
1,454
128
41 87
1,528
2,185
3,713
3,446
1,901
1,545
239 AM 51 0 73 124
117 PM 143 0 357 500
356 TOTAL 194 0 430 624
0 0 0 0 TOTAL 0
0 0 0 0 PM 0
0 0 0 0 AM 0
808
1,381
2,189
2,172
1,427
745
0 0
0 710
1,342
2,052
TOTAL
PM
AM AM 8:00 AM
9:45 AM
97 36
133
0 0
0 #N/A
AM
PM
TOTAL
1,647
763
884 PM 4:45 PM
6:45 PM
65 13
52 919
930
1,849
1,727
789
938
149 AM 33 0 34 67
49 PM 72 0 164 236
198 Total 105 0 198 303
AimTD LLC

TURNING MOVEMENT COUNTS
Orchard Dr
Irvine Ave
Irvine Ave

ALL HOURS
Newport Beach
SC4778
Orchard Dr
Orchard Dr
Orchard Dr
Irvine Ave
Irvine Ave

PEAK HOUR
Apx-29

T012524
DATE: LOCATION: PROJECT #: SC4778
Wed, Jul 10, 24 NORTH & SOUTH: LOCATION #: 11
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 1 0 1 1 0 1 2 0 1 2 0 0 0 0 0
7:00 AM 0 9 8 2 2 1 0 38 4 4 35 3 106 0 0 0 0 0
7:15 AM 3 6 7 4 1 0 2 48 3 4 29 8 115 0 0 0 0 0
7:30 AM 1 2 7 4 1 1 1 60 3 6 45 14 145 0 0 0 0 0
7:45 AM 1 8 13 3 4 2 2 77 4 10 67 16 207 0 0 0 0 0
8:00 AM 3 10 13 1 2 1 0 81 3 12 66 16 208 0 0 0 0 0
8:15 AM 3 7 8 7 0 3 1 91 10 22 85 19 256 0 0 0 0 0
8:30 AM 4 5 21 10 1 1 0 101 14 10 53 12 232 0 0 0 0 0
8:45 AM 6 14 13 5 6 3 2 96 13 15 75 17 265 0 0 0 0 0
VOLUMES 21 61 90 36 17 12 8 592 54 83 455 105 1,534 0 0 0 0 0 APPROACH % 12% 35% 52% 55% 26% 18% 1% 91% 8% 13% 71% 16% APP/DEPART 172 / 174 65 / 154 654 / 718 643 / 488 0

BEGIN PEAK HR
VOLUMES 16 36 55 23 9 8 3 369 40 59 279 64 961 0 0 0 0
APPROACH % 15% 34% 51% 58% 23% 20% 1% 90% 10% 15% 69% 16% PEAK HR FACTOR 0.811 0.714 0.896 0.798 0.907
APP/DEPART 107 / 103 40 / 108 412 / 447 402 / 303 0
4:00 PM 6 9 10 11 1 2 0 89 5 11 88 12 244 0 0 0 0 0
4:15 PM 3 10 8 8 2 1 0 73 4 13 104 12 238 0 0 0 0 0
4:30 PM 3 18 9 13 4 1 0 88 7 14 108 10 275 0 0 0 0 0
4:45 PM 5 14 18 5 1 4 1 80 7 10 128 14 287 0 0 0 0 0
5:00 PM 7 13 14 19 6 1 1 70 6 13 118 12 280 0 0 0 0 0
5:15 PM 7 18 10 7 3 1 2 55 5 20 171 20 319 0 0 0 0 0
5:30 PM 5 15 14 9 1 0 0 55 2 15 167 15 298 0 0 0 0 0
5:45 PM 8 11 10 7 2 1 0 46 4 12 121 11 233 0 0 0 0 0
6:00 PM 7 7 8 12 4 1 2 44 4 13 82 6 190 0 0 0 0 0
6:15 PM 3 6 8 7 2 3 1 42 2 13 64 5 156 0 0 0 0 0
VOLUMES 54 121 109 98 26 15 7 642 46 134 1,151 117 2,520 0 0 0 0 0 APPROACH % 19% 43% 38% 71% 19% 11% 1% 92% 7% 10% 82% 8% APP/DEPART 284 / 245 139 / 206 695 / 849 1,402 / 1,220 0

BEGIN PEAK HR
VOLUMES 24 60 56 40 11 6 4 260 20 58 584 61 1,184 0 0 0 0 APPROACH % 17% 43% 40% 70% 19% 11% 1% 92% 7% 8% 83% 9%
PEAK HR FACTOR 0.946 0.548 0.807 0.833 0.928
APP/DEPART 140 / 125 57 / 89 284 / 356 703 / 614 0
Orchard Dr

NORTH LEG
SW Birch St WEST LEG EAST LEG SW Birch St

SOUTH LEG
Orchard Dr

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Newport Beach
Orchard Dr
SW Birch St

U-TURNS
Orchard Dr Orchard Dr SW Birch St SW Birch St
AM
8:00 AM
PM
4:45 PM
Apx-30
204 27 43 134 TOTAL 419
139 15 26 98 PM 245
65 12 17 36 AM 174
643
1,402
2,045
1,708
1,220
488
105
117
222
455
1,151
1,606
TOTAL
PM
AM
83 134
217
15 7
8 AM
PM
TOTAL
1,234
642
592
100
46 54
718
849
1,567
1,349
695
654
154 AM 21 61 90 172
206 PM 54 121 109 284
360 TOTAL 75 182 199 456
97 14 20 63 TOTAL 228
57 6 11 40 PM 125
40 8 9 23 AM 103
402
703
1,105
917
614
303
64 61
125
279
584
863
TOTAL
PM
AM AM 8:00 AM
9:45 AM
59 58
117
7 4
3 #N/A
AM
PM
TOTAL
629
260
369 PM 4:45 PM
6:45 PM
60 20
40 447
356
803
696
284
412
108 AM 16 36 55 107
89 PM 24 60 56 140
197 Total 40 96 111 247
AimTD LLC

TURNING MOVEMENT COUNTS
Orchard Dr
SW Birch St
SW Birch St

ALL HOURS
Newport Beach
SC4778
Orchard Dr
Orchard Dr
Orchard Dr
SW Birch St
SW Birch St

PEAK HOUR
Apx-31

T012524
DATE: LOCATION: PROJECT #: SC4778
Wed, Jul 10, 24 NORTH & SOUTH: LOCATION #: 12b
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0 1 0 0 1 0 1 2 0 1 2 0 0 0 0 0
7:00 AM 2 0 0 1 0 0 2 44 1 1 9 4 64 0 0 0 0 0
7:15 AM 1 0 1 0 0 1 4 52 2 3 7 4 75 0 0 0 0 0
7:30 AM 1 0 2 2 0 0 4 67 7 0 14 4 101 0 0 0 0 0
7:45 AM 7 0 2 0 0 0 0 92 2 2 24 6 135 0 0 0 0 0
8:00 AM 10 0 1 0 0 1 1 93 5 0 23 9 143 0 0 0 0 0
8:15 AM 5 0 2 0 0 1 2 99 10 2 32 4 157 0 0 0 0 0
8:30 AM 6 0 2 2 0 0 0 119 10 3 31 1 174 0 0 0 0 0
8:45 AM 15 0 2 1 0 0 2 113 8 3 37 3 184 0 0 0 0 0
VOLUMES 47 0 12 6 0 3 15 679 45 14 177 35 1,033 0 0 0 0 0 APPROACH % 80% 0% 20% 67% 0% 33% 2% 92% 6% 6% 78% 15%
APP/DEPART 59 / 50 9 / 59 739 / 697 226 / 227 0

BEGIN PEAK HR
VOLUMES 36 0 7 3 0 2 5 424 33 8 123 17 658 0 0 0 0
APPROACH % 84% 0% 16% 60% 0% 40% 1% 92% 7% 5% 83% 11%
PEAK HR FACTOR 0.632 0.625 0.895 0.860 0.894
APP/DEPART 43 / 22 5 / 41 462 / 434 148 / 161 0
4:00 PM 9 0 5 0 0 2 0 40 4 4 98 2 164 0 0 0 0 0
4:15 PM 11 0 3 1 0 2 0 45 9 2 105 1 179 0 0 0 0 0
4:30 PM 8 0 2 4 0 2 1 47 5 2 107 1 179 0 0 0 1 1
4:45 PM 6 0 2 4 0 1 0 45 16 4 124 2 204 0 0 0 0 0
5:00 PM 5 0 2 2 0 2 0 34 5 4 142 1 197 0 0 0 0 0
5:15 PM 11 0 1 3 0 1 0 45 16 4 174 1 256 0 0 0 0 0
5:30 PM 8 0 1 0 0 1 0 32 11 3 164 1 221 0 0 0 0 0
5:45 PM 7 0 1 0 0 1 0 35 5 2 130 0 181 0 0 0 0 0
6:00 PM 5 0 4 1 0 0 0 27 9 2 91 0 139 0 0 0 0 0
6:15 PM 6 0 4 1 0 0 0 18 3 2 70 0 104 0 0 0 0 0
VOLUMES 76 0 25 16 0 12 1 368 83 29 1,205 9 1,825 0 0 0 1 1 APPROACH % 75% 0% 25% 57% 0% 43% 0% 81% 18% 2% 97% 1%
APP/DEPART 101 / 10 28 / 112 452 / 410 1,244 / 1,293 0

BEGIN PEAK HR
VOLUMES 30 0 6 9 0 5 0 156 48 15 604 5 878 0 0 0 0
APPROACH % 83% 0% 17% 64% 0% 36% 0% 76% 24% 2% 97% 1%
PEAK HR FACTOR 0.750 0.700 0.836 0.872 0.857
APP/DEPART 36 / 5 14 / 63 204 / 171 624 / 639 0
Driveway

NORTH LEG
Mesa Dr WEST LEG EAST LEG SW Birch St

SOUTH LEG
Mesa Dr
AM
8:00 AM
PM
4:45 PM

U-TURNS
Mesa Dr Driveway Mesa Dr SW Birch St

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Newport Beach
Mesa Dr
SW Birch St
Apx-32
37 15 0 22 TOTAL 60
28 12 0 16 PM 10
9 3 0 6 AM 50
226
1,244
1,470
1,520
1,293
227
35 9
44 177
1,205
1,382
TOTAL
PM
AM
14 29
43 16
1 15
AM
PM
TOTAL
1,047
368
679
128
83 45
697
410
1,107
1,191
452
739
59 AM 47 0 12 59
112 PM 76 0 25 101
171 TOTAL 123 0 37 160
19 7 0 12 TOTAL 27
14 5 0 9 PM 5
5 2 0 3 AM 22
148
624
772
800
639
161
17 5
22 123
604
727
TOTAL
PM
AM AM 8:00 AM
9:45 AM
8 15
23 5
0 5
#N/A
AM
PM
TOTAL
580
156
424 PM 4:45 PM
6:45 PM
81 48
33 434
171
605
666
204
462
41 AM 36 0 7 43
63 PM 30 0 6 36
104 Total 66 0 13 79
Mesa Dr
Mesa Dr
Driveway
Mesa Dr
SW Birch St

PEAK HOUR
AimTD LLC

TURNING MOVEMENT COUNTS
Driveway
Mesa Dr
SW Birch St

ALL HOURS
Newport Beach
SC4778
Apx-33

T012524
DATE: LOCATION: PROJECT #: SC4778
Wed, Jul 10, 24 NORTH & SOUTH: LOCATION #: 12a
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: X X X 1 X 1 1 2 X X 2 0 0 0 0 0
7:00 AM 0 0 0 1 0 0 3 46 0 0 11 0 61 0 0 0 0 0
7:15 AM 0 0 0 1 0 0 1 57 0 0 8 1 68 0 0 0 0 0
7:30 AM 0 0 0 0 0 1 2 78 0 0 13 1 95 0 0 0 0 0
7:45 AM 0 0 0 0 0 1 2 95 0 0 28 3 129 0 0 0 0 0
8:00 AM 0 0 0 1 0 0 5 98 0 0 34 0 138 0 0 0 0 0
8:15 AM 0 0 0 0 0 3 9 111 0 0 36 2 161 0 0 0 0 0
8:30 AM 0 0 0 0 0 3 12 129 0 0 35 1 180 0 0 0 0 0
8:45 AM 0 0 0 1 0 0 11 123 0 0 50 2 187 0 0 0 0 0
VOLUMES 0 0 0 4 0 8 45 737 0 0 215 10 1,019 0 0 0 0 0
APPROACH % 0% 0% 0% 33% 0% 67% 6% 94% 0% 0% 96% 4%
APP/DEPART 0 / 55 12 / 0 782 / 741 225 / 223 0

BEGIN PEAK HR
VOLUMES 0 0 0 2 0 6 37 461 0 0 155 5 666 0 0 0 0
APPROACH % 0% 0% 0% 25% 0% 75% 7% 93% 0% 0% 97% 3%
PEAK HR FACTOR 0.000 0.667 0.883 0.769 0.890
APP/DEPART 0 / 42 8 / 0 498 / 463 160 / 161 0
4:00 PM 0 0 0 2 0 8 1 42 0 0 109 0 162 0 0 0 0 0
4:15 PM 0 0 0 1 0 9 0 53 0 0 116 2 181 0 0 0 0 0
4:30 PM 0 0 0 1 0 8 0 54 0 0 115 1 179 0 0 0 0 0
4:45 PM 0 0 0 2 0 5 2 59 0 0 131 0 199 0 0 0 0 0
5:00 PM 0 0 0 2 0 16 1 37 0 0 149 0 205 0 0 0 0 0
5:15 PM 0 0 0 3 0 6 0 58 0 0 184 2 253 0 0 0 0 0
5:30 PM 0 0 0 1 0 2 1 42 0 0 171 2 219 0 0 0 0 0
5:45 PM 0 0 0 1 0 7 3 39 0 0 136 1 187 0 0 0 0 0
6:00 PM 0 0 0 1 0 7 1 36 0 0 95 1 141 0 0 0 0 0
6:15 PM 0 0 0 1 0 4 0 20 0 0 75 1 101 0 0 1 0 1
VOLUMES 0 0 0 15 0 72 9 440 0 0 1,281 10 1,828 0 0 1 0 1 APPROACH % 0% 0% 0% 17% 0% 83% 2% 98% 0% 0% 99% 1%
APP/DEPART 0 / 19 87 / 0 450 / 455 1,291 / 1,354 0

BEGIN PEAK HR
VOLUMES 0 0 0 8 0 29 4 196 0 0 635 4 876 0 0 0 0
APPROACH % 0% 0% 0% 22% 0% 78% 2% 98% 0% 0% 99% 1%
PEAK HR FACTOR 0.000 0.514 0.820 0.859 0.866
APP/DEPART 0 / 8 37 / 0 200 / 204 639 / 664 0
SW Acacia St

NORTH LEG
Mesa Dr WEST LEG EAST LEG Mesa Dr

SOUTH LEG
SW Acacia St

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Newport Beach
SW Acacia St
Mesa Dr

U-TURNS
SW Acacia St SW Acacia St Mesa Dr Mesa Dr
AM
8:00 AM
PM
4:45 PM
Apx-34
99 80 0 19 TOTAL 74
87 72 0 15 PM 19
12 8 0 4 AM 55
225
1,291
1,516
1,577
1,354
223
10 10
20 215
1,281
1,496
TOTAL
PM
AM
0 0
0 54
9 45
AM
PM
TOTAL
1,177
440
737
0 0
0 741
455
1,196
1,232
450
782
0 AM 0 0 0 0
0 PM 0 0 0 0
0 TOTAL 0 0 0 0
45 35 0 10 TOTAL 50
37 29 0 8 PM 8
8 6 0 2 AM 42
160
639
799
825
664
161
5 4
9 155
635
790
TOTAL
PM
AM AM 8:00 AM
9:45 AM
0 0
0 41
4 37
#N/A
AM
PM
TOTAL
657
196
461 PM 4:45 PM
6:45 PM
0 0
0 463
204
667
698
200
498
0 AM 0 0 0 0
0 PM 0 0 0 0
0 Total 0 0 0 0
AimTD LLC

TURNING MOVEMENT COUNTS
SW Acacia St
Mesa Dr
Mesa Dr

ALL HOURS
Newport Beach
SC4778
SW Acacia St
SW Acacia St
SW Acacia St
Mesa Dr
Mesa Dr

PEAK HOUR
Apx-35

T112724
DATE: LOCATION: PROJECT #: SC4289
Tue, Oct 22, 24 NORTH & SOUTH: LOCATION #: 4793
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NL SL EL WL TTL LANES: 1 3 1 1 3 1 1 1.5 0.5 2 1 0 0 0 0 0 0 0 0 0
7:00 AM 5 78 20 0 118 8 9 12 13 10 4 0 277 0 0 0 0 0 0 0 0 1 1 7:15 AM 9 123 30 6 121 6 10 16 14 15 2 0 352 0 1 0 0 1 1 0 0 0 1 7:30 AM 16 179 50 0 138 8 14 31 18 14 3 0 471 0 0 0 0 0 0 0 0 0 0 7:45 AM 17 234 94 3 179 9 21 41 55 26 5 0 684 1 0 0 0 1 0 0 0 0 0 8:00 AM 19 200 71 2 195 16 20 61 46 25 11 1 667 0 0 0 0 0 0 0 0 0 0 8:15 AM 21 253 86 2 197 6 25 54 31 41 11 3 730 0 1 0 0 1 0 0 0 1 1 8:30 AM 19 240 78 0 142 8 25 47 27 28 11 2 627 0 0 0 0 0 0 0 0 0 0 8:45 AM 11 225 94 0 167 8 23 67 31 26 13 2 667 0 0 0 0 0 0 0 0 0 0 VOLUMES 117 1,532 523 13 1,257 69 147 329 235 185 60 8 4,478 1 2 0 0 3 1 0 0 2 3 APPROACH % 5% 71% 24% 1% 94% 5% 21% 46% 33% 73% 24% 3%
APP/DEPART 2,173 / 1,689 1,341 / 1,678 711 / 865 253 / 246 0

BEGIN PEAK HR
VOLUMES 76 927 329 7 713 39 91 203 159 120 38 6 2,710 1 1 0 0 0 0 0 1 APPROACH % 6% 70% 25% 1% 94% 5% 20% 45% 35% 73% 23% 4%
PEAK HR FACTOR 0.926 0.892 0.892 0.745 0.927
APP/DEPART 1,333 / 1,025 760 / 993 453 / 539 164 / 153 0 11:00 AM 13 107 32 1 171 20 3 6 17 35 12 3 420 0 0 0 0 0 0 0 0 0 0 11:15 AM 7 118 21 2 176 14 12 16 22 27 8 2 425 1 1 0 0 2 0 0 0 0 0 11:30 AM 12 150 32 0 176 12 6 11 21 44 15 7 486 0 0 0 0 0 0 0 0 0 0 11:45 AM 10 151 45 0 234 21 7 11 20 57 17 1 574 0 1 0 0 1 0 0 0 1 1 12:00 PM 25 151 38 2 213 24 6 20 26 47 27 0 579 1 1 0 0 2 0 0 0 0 0 12:15 PM 8 152 26 1 191 22 5 18 24 55 30 3 535 0 0 0 0 0 0 0 0 0 0 12:30 PM 17 134 37 0 181 21 2 7 18 41 17 2 477 1 0 0 0 1 0 0 0 0 0 12:45 PM 15 149 50 2 159 16 14 24 15 59 11 0 514 0 1 0 0 1 0 0 0 0 0 VOLUMES 107 1,112 281 8 1,501 150 55 113 163 365 137 18 4,017 3 4 0 0 7 0 0 0 1 1 APPROACH % 7% 74% 19% 0% 90% 9% 17% 34% 49% 70% 26% 3%
APP/DEPART 1,503 / 1,189 1,663 / 2,032 331 / 402 520 / 394 0

BEGIN PEAK HR
VOLUMES 55 604 141 3 814 79 24 60 91 203 89 11 2,177 1 2 0 0 0 0 0 1 APPROACH % 7% 75% 18% 0% 91% 9% 14% 34% 52% 67% 29% 4%
PEAK HR FACTOR 0.931 0.877 0.841 0.861 0.937
APP/DEPART 801 / 641 898 / 1,109 175 / 204 303 / 223 0
4:30 PM 18 127 22 0 190 35 9 18 26 76 33 3 557 0 2 0 0 2 0 0 0 0 0 4:45 PM 27 125 59 0 324 19 5 15 30 51 50 6 711 0 0 0 0 0 0 0 0 0 0 5:00 PM 20 189 56 1 287 45 3 17 32 69 47 3 769 0 0 0 0 0 0 0 0 0 0 5:15 PM 13 147 32 1 201 58 6 13 54 73 58 2 658 0 0 0 0 0 0 0 0 0 0 5:30 PM 18 174 18 0 246 42 5 14 60 42 24 2 645 0 0 0 0 0 0 0 0 0 0 5:45 PM 15 173 25 0 244 43 3 20 45 53 40 3 664 1 0 0 0 1 0 0 0 0 0 6:00 PM 18 138 27 0 249 42 6 30 30 63 45 1 649 1 0 0 0 1 0 0 0 0 0 6:15 PM 14 144 19 2 237 35 2 20 26 55 30 0 584 1 0 0 0 1 0 0 0 0 0 VOLUMES 143 1,217 258 4 1,978 319 39 147 303 482 327 20 5,242 3 2 0 0 5 0 0 0 0 0 APPROACH % 9% 75% 16% 0% 86% 14% 8% 30% 62% 58% 39% 2%
APP/DEPART 1,621 / 1,278 2,303 / 2,766 489 / 409 829 / 789 0

BEGIN PEAK HR
VOLUMES 78 635 165 2 1,058 164 19 59 176 235 179 13 2,783 0 0 0 0 0 0 0 0 APPROACH % 9% 72% 19% 0% 86% 13% 7% 23% 69% 55% 42% 3%
PEAK HR FACTOR 0.828 0.892 0.804 0.803 0.905
APP/DEPART 878 / 667 1,224 / 1,469 254 / 226 427 / 421 0 Irvine Ave

NORTH LEG
Mesa Dr WEST LEG EAST LEG Mesa Dr

SOUTH LEG
Irvine Ave

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL 7:00 AM 1 5 3 0 9 1 5 2 0 8 0 0 1 0 1
7:15 AM 1 0 3 1 5 0 0 3 1 4 1 0 0 0 1
7:30 AM 1 2 0 1 4 1 2 0 0 3 0 0 0 1 1
7:45 AM 0 2 1 2 5 0 1 0 1 2 0 1 1 1 3
8:00 AM 0 1 5 2 8 0 1 5 1 7 0 0 0 1 1
8:15 AM 3 3 2 0 8 3 0 2 0 5 0 3 0 0 3
8:30 AM 2 3 0 1 6 2 1 0 1 4 0 2 0 0 2
8:45 AM 1 2 4 1 8 1 1 4 0 6 0 1 0 1 2
TOTAL 9 18 18 8 53 8 11 16 4 39 1 7 2 4 14
BEGIN PEAK HR 5 3 7 3 18
11:00 AM 0 1 10 4 15 0 1 10 1 12 0 0 0 3 3
11:15 AM 1 3 14 2 20 1 0 13 2 16 0 3 1 0 4
11:30 AM 1 0 0 1 2 0 0 0 1 1 1 0 0 0 1
11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12:00 PM 0 1 0 5 6 0 1 0 3 4 0 0 0 2 2
12:15 PM 1 2 1 0 4 1 2 1 0 4 0 0 0 0 0
12:30 PM 0 2 14 1 17 0 2 14 1 17 0 0 0 0 0
12:45 PM 0 0 3 4 7 0 0 0 4 4 0 0 3 0 3
TOTAL 3 9 42 17 71 2 6 38 12 58 1 3 4 5 13
1 3 1 4 9
4:30 PM 3 1 5 0 9 0 1 5 0 6 3 0 0 0 3
4:45 PM 0 3 0 1 4 0 3 0 0 3 0 0 0 1 1
5:00 PM 1 1 5 3 10 0 1 5 0 6 1 0 0 3 4
5:15 PM 2 1 7 3 13 1 1 6 3 11 1 0 1 0 2
5:30 PM 0 0 0 6 6 0 0 0 6 6 0 0 0 0 0
5:45 PM 0 0 0 2 2 0 0 0 2 2 0 0 0 0 0
6:00 PM 0 0 3 0 3 0 0 3 0 3 0 0 0 0 0
6:15 PM 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0
TOTAL 6 6 20 16 48 1 6 19 12 38 5 0 1 4 10
1 5 11 9 26

BIKE LEFT TURNS
7:45 AM
BEGIN PEAK HR 11:30 AM
BEGIN PEAK HR 4:45 PM

BICYCLE & SCOOTER CROSSINGSPEDESTRIAN CROSSINGS

AMPM AM
7:45 AM
PM
4:45 PM
ALL PED + BIKE & SCOOTER
MD
11:30 AM
MD
Queue SB PM

U-TURNS
Irvine Ave Irvine Ave Mesa Dr Mesa Dr

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Newport Beach
Irvine Ave
Mesa Dr
Add U-Turns to Left Turns
Add Bike Left Turns to Left Turns
Apx-36

T112724
DATE: LOCATION: PROJECT #: SC4289
Tue, Oct 22, 24 NORTH & SOUTH: LOCATION #: 4797
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NL SL EL WL TTL LANES: 1 2 1 1 2 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0
7:00 AM 12 83 4 18 109 9 9 10 10 2 7 4 277 0 0 0 0 0 0 0 0 0 0 7:15 AM 14 146 2 13 123 7 15 7 12 2 11 4 356 0 0 0 0 0 0 0 0 0 0 7:30 AM 20 245 4 14 185 8 19 12 29 3 10 5 554 0 1 0 0 1 0 0 0 0 0 7:45 AM 23 291 7 9 225 11 33 14 51 6 10 6 686 0 0 0 0 0 0 0 0 0 0 8:00 AM 24 273 10 15 224 14 26 20 51 7 3 13 680 0 0 0 0 0 0 0 0 0 0 8:15 AM 23 277 30 28 203 25 37 22 36 3 10 4 698 1 4 0 0 5 0 0 0 0 0 8:30 AM 31 315 15 12 165 17 41 20 24 6 4 11 661 0 2 0 0 2 0 0 0 0 0 8:45 AM 32 286 12 22 192 22 33 33 35 12 11 10 700 0 1 0 0 1 0 0 0 0 0 VOLUMES 179 1,916 84 131 1,426 113 213 138 248 41 66 57 4,621 1 8 0 0 9 0 0 0 0 0 APPROACH % 8% 88% 4% 8% 85% 7% 36% 23% 41% 25% 40% 35%
APP/DEPART 2,180 / 2,194 1,678 / 1,716 599 / 353 164 / 358 0

BEGIN PEAK HR
VOLUMES 110 1,151 67 77 784 78 137 95 146 28 28 38 2,747 1 7 0 0 0 0 0 0 APPROACH % 8% 87% 5% 8% 83% 8% 36% 25% 39% 30% 30% 40%
PEAK HR FACTOR 0.920 0.910 0.936 0.712 0.977
APP/DEPART 1,329 / 1,333 946 / 959 378 / 239 94 / 216 0 11:00 AM 14 133 9 8 188 16 6 10 13 10 17 13 437 0 0 0 0 0 0 0 0 0 0 11:15 AM 10 114 11 16 171 7 7 10 13 11 7 9 386 0 1 0 0 1 0 0 0 0 0 11:30 AM 15 144 11 18 200 16 10 10 16 7 14 19 480 1 2 0 0 3 0 0 0 0 0 11:45 AM 13 158 7 7 230 28 10 11 19 6 19 16 524 0 2 0 0 2 0 0 0 0 0 12:00 PM 4 158 2 14 225 20 14 8 18 7 22 11 503 1 0 0 0 1 0 0 0 0 0 12:15 PM 27 149 5 14 235 23 9 9 16 17 16 19 539 1 2 0 0 3 0 0 0 0 0 12:30 PM 15 130 7 10 188 22 4 13 27 8 25 19 468 0 3 0 0 3 0 0 0 0 0 12:45 PM 15 171 8 6 198 21 16 10 21 10 19 17 512 0 0 0 0 0 0 0 0 0 0 VOLUMES 113 1,157 60 93 1,635 153 76 81 143 76 139 123 3,862 3 10 0 0 13 0 0 0 0 0 APPROACH % 8% 87% 5% 5% 86% 8% 25% 27% 48% 22% 41% 36%
APP/DEPART 1,333 / 1,366 1,891 / 1,857 300 / 234 338 / 405 0

BEGIN PEAK HR
VOLUMES 59 609 25 53 890 87 43 38 69 37 71 65 2,055 3 6 0 0 0 0 0 0 APPROACH % 8% 88% 4% 5% 86% 8% 29% 25% 46% 21% 41% 38%
PEAK HR FACTOR 0.956 0.945 0.938 0.832 0.948
APP/DEPART 696 / 723 1,036 / 999 150 / 116 173 / 217 0
4:30 PM 30 159 15 12 267 21 14 4 25 8 15 11 581 0 0 0 0 0 0 0 0 0 0 4:45 PM 25 156 8 14 365 34 13 11 32 10 9 6 683 2 2 0 0 4 0 0 0 0 0 5:00 PM 24 168 11 20 287 24 8 25 41 6 20 13 647 1 0 0 0 1 0 0 0 0 0 5:15 PM 23 158 17 18 343 44 14 28 35 11 13 9 713 1 1 0 0 2 0 0 0 0 0 5:30 PM 21 153 9 31 273 35 18 23 30 16 20 13 642 0 2 0 0 2 0 0 0 0 0 5:45 PM 19 160 9 28 309 33 10 20 32 18 12 8 658 0 0 0 0 0 0 0 0 0 0 6:00 PM 17 167 5 10 303 24 13 11 34 12 36 18 650 0 0 0 0 0 0 0 0 0 0 6:15 PM 17 157 8 11 295 27 12 13 37 13 41 18 649 0 0 0 0 0 0 0 0 0 0 VOLUMES 176 1,278 82 144 2,442 242 102 135 266 94 166 96 5,232 4 5 0 0 9 0 0 0 0 0 APPROACH % 11% 83% 5% 5% 86% 9% 20% 27% 53% 26% 47% 27% APP/DEPART 1,540 / 1,481 2,833 / 2,806 503 / 361 356 / 584 0

BEGIN PEAK HR
VOLUMES 93 635 45 83 1,268 137 53 87 138 43 62 41 2,694 4 5 0 0 0 0 0 0 APPROACH % 12% 82% 6% 6% 85% 9% 19% 31% 50% 29% 42% 28% PEAK HR FACTOR 0.952 0.899 0.903 0.745 0.942
APP/DEPART 777 / 734 1,493 / 1,453 278 / 215 146 / 292 0 Irvine Ave

NORTH LEG
University Dr WEST LEG EAST LEG University Dr

SOUTH LEG
Irvine Ave

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL 7:00 AM 2 7 1 2 12 1 5 0 2 8 1 2 1 0 4
7:15 AM 2 12 0 1 15 2 12 0 1 15 0 0 0 0 0
7:30 AM 8 11 2 1 22 6 10 1 0 17 2 1 1 1 5
7:45 AM 10 13 4 4 31 8 8 4 2 22 2 5 0 2 9
8:00 AM 9 10 8 1 28 7 8 3 0 18 2 2 5 1 10
8:15 AM 3 16 3 2 24 2 12 0 1 15 1 4 3 1 9
8:30 AM 4 5 8 2 19 4 4 1 2 11 0 1 7 0 8
8:45 AM 10 12 3 6 31 7 10 1 5 23 3 2 2 1 8
TOTAL 48 86 29 19 182 37 69 10 13 129 11 17 19 6 53
BEGIN PEAK HR 20 34 5 8 67
11:00 AM 3 3 2 1 9 3 3 2 1 9 0 0 0 0 0
11:15 AM 2 6 6 0 14 0 4 1 0 5 2 2 5 0 9
11:30 AM 3 4 2 1 10 2 2 0 1 5 1 2 2 0 5
11:45 AM 2 3 1 2 8 0 2 0 0 2 2 1 1 2 6
12:00 PM 3 5 0 4 12 2 3 0 1 6 1 2 0 3 6
12:15 PM 6 3 0 1 10 4 2 0 1 7 2 1 0 0 3
12:30 PM 2 4 2 3 11 1 4 2 3 10 1 0 0 0 1
12:45 PM 1 9 3 2 15 1 9 0 2 12 0 0 3 0 3
TOTAL 22 37 16 14 89 13 29 5 9 56 9 8 11 5 33
8 9 0 3 20
4:30 PM 5 10 3 4 22 1 5 2 2 10 4 5 1 2 12
4:45 PM 6 7 2 0 15 3 3 1 0 7 3 4 1 0 8
5:00 PM 10 14 2 1 27 5 8 0 0 13 5 6 2 1 14
5:15 PM 10 14 2 1 27 4 9 0 0 13 6 5 2 1 14
5:30 PM 16 15 4 0 35 10 10 3 0 23 6 5 1 0 12
5:45 PM 11 18 6 0 35 5 13 6 0 24 6 5 0 0 11
6:00 PM 7 17 3 4 31 4 15 0 4 23 3 2 3 0 8
6:15 PM 7 16 3 7 33 4 14 0 7 25 3 2 3 0 8
TOTAL 72 111 25 17 225 36 77 12 13 138 36 34 13 4 87
22 30 4 0 56

BIKE LEFT TURNS
8:00 AM
BEGIN PEAK HR 11:30 AM
BEGIN PEAK HR 4:45 PM

BICYCLE & SCOOTER CROSSINGSPEDESTRIAN CROSSINGS

AMPM AM
8:00 AM
PM
4:45 PM
ALL PED + BIKE & SCOOTER
MD
11:30 AM
MD

U-TURNS
Irvine Ave Irvine Ave University Dr University Dr

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Newport Beach
Irvine Ave
University Dr
Add U-Turns to Left Turns
Add Bike Left Turns to Left Turns
Apx-37

T112724
DATE: LOCATION: PROJECT #: SC4289
Sat, Oct 19, 24 NORTH & SOUTH: LOCATION #: 4797
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►

OTHER S
OTHER ▼

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NL SL EL WL TTL LANES: 1 2 1 1 2 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0
11:00 AM 19 125 9 19 195 9 12 14 23 11 22 17 475 2 1 0 0 3 0 0 0 1 1 11:15 AM 22 126 12 20 216 14 9 6 23 5 14 16 483 0 2 0 0 2 0 0 0 0 0 11:30 AM 17 166 12 12 218 25 9 7 22 5 20 21 534 1 2 0 0 3 0 0 0 0 0 11:45 AM 20 180 6 18 212 20 13 12 28 22 27 21 579 0 1 0 0 1 0 0 0 0 0 12:00 PM 24 145 7 21 240 14 11 6 20 13 20 26 547 0 1 0 0 1 1 0 0 0 1 12:15 PM 12 163 6 12 254 15 11 5 22 17 16 12 545 0 0 0 0 0 0 0 0 0 0 12:30 PM 31 171 7 9 240 25 10 6 19 3 9 12 542 0 1 0 0 1 0 0 2 0 2 12:45 PM 16 173 8 7 244 20 8 9 20 12 8 14 539 1 0 0 0 1 0 0 0 0 0 1:00 PM 11 177 10 7 202 23 13 12 17 5 17 15 509 0 1 0 0 1 0 0 0 0 0 1:15 PM 8 131 3 7 206 11 9 5 13 10 15 14 432 1 0 0 0 1 0 0 0 0 0 1:30 PM 15 139 10 6 220 13 3 3 18 6 5 17 455 0 0 0 0 0 0 0 0 0 0 1:45 PM 12 125 4 10 243 23 16 9 23 3 4 10 482 0 0 0 0 0 0 0 0 0 0 2:00 PM 15 162 7 5 222 9 15 9 17 6 8 6 481 0 0 0 0 0 1 0 1 0 2 2:15 PM 13 138 7 6 213 14 8 9 24 12 11 8 463 0 2 0 0 2 0 0 0 0 0 2:30 PM 13 140 3 8 187 14 5 1 19 4 6 8 408 0 0 0 0 0 0 0 0 0 0 2:45 PM 12 133 3 5 186 20 8 6 10 16 10 9 418 1 0 0 0 1 0 0 0 0 0 VOLUMES 260 2,394 114 172 3,498 269 160 119 318 150 212 226 7,909 6 11 0 0 17 2 0 3 1 6 APPROACH % 9% 86% 4% 4% 89% 7% 27% 20% 53% 26% 36% 38%
APP/DEPART 2,774 / 2,791 3,950 / 3,972 597 / 405 588 / 741 0

BEGIN PEAK HR
VOLUMES 87 659 26 60 946 74 45 29 89 55 72 71 2,216 0 3 0 0 1 0 2 0 APPROACH % 11% 85% 3% 6% 87% 7% 28% 18% 55% 28% 36% 36% PEAK HR FACTOR 0.923 0.964 0.769 0.707 0.955
APP/DEPART 772 / 778 1,083 / 1,090 163 / 115 198 / 233 0 Irvine Ave

NORTH LEG
University Dr WEST LEG EAST LEG University Dr

SOUTH LEG
Irvine Ave

N LEG S LEG E LEG W LEG TOTAL N LEG S LEG E LEG W LEG TOTAL NL SL EL WL TOTAL 11:00 AM 9 13 4 3 29 6 12 0 3 21 3 1 4 0 8
11:15 AM 6 14 5 1 26 0 12 0 1 13 6 2 5 0 13
11:30 AM 4 4 2 1 11 3 4 1 0 8 1 0 1 1 3
11:45 AM 6 19 10 4 39 6 16 4 4 30 0 3 6 0 9
12:00 PM 9 4 5 2 20 0 2 1 0 3 9 2 4 2 17
12:15 PM 6 4 5 1 16 6 4 3 1 14 0 0 2 0 2
12:30 PM 4 13 8 2 27 3 6 2 2 13 1 7 6 0 14
12:45 PM 6 15 2 0 23 0 7 0 0 7 6 8 2 0 16
1:00 PM 4 15 2 3 24 3 7 2 0 12 1 8 0 3 12
1:15 PM 4 7 4 0 15 4 4 3 0 11 0 3 1 0 4
1:30 PM 5 6 2 3 16 2 2 0 1 5 3 4 2 2 11
1:45 PM 11 13 7 0 31 3 11 4 0 18 8 2 3 0 13
2:00 PM 1 5 0 0 6 0 4 0 0 4 1 1 0 0 2
2:15 PM 15 7 17 5 44 14 3 14 5 36 1 4 3 0 8
2:30 PM 2 7 4 3 16 0 6 0 3 9 2 1 4 0 7
2:45 PM 11 11 14 1 37 11 3 12 0 26 0 8 2 1 11
TOTAL 103 157 91 29 380 61 103 46 20 230 42 54 45 9 150 15 28 10 7 60
MD MD
11:45 AM
ALL PED + BIKE & SCOOTER
BEGIN PEAK HR 11:45 AM

BICYCLE & SCOOTER CROSSINGSPEDESTRIAN CROSSINGS

U-TURNS
Irvine Ave Irvine Ave University Dr University Dr

BIKE LEFT TURNS

APPENDIX C

LEVEL OF SERVICE WORKSHEETS
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EXISTING
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ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #1 MacArthur Blvd (NS) at Jamboree Dr (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.465 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Ovl Ignore Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 1 0 3 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 98 924 316 70 377 340 355 724 150 336 671 130 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 98 924 316 70 377 340 355 724 150 336 671 130 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 98 924 316 70 377 0 355 724 150 336 671 130 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 98 924 316 70 377 0 355 724 150 336 671 130 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 98 924 316 70 377 0 355 724 150 336 671 130 OvlAdjVol: 204
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.31 0.69 3.00 3.00 1.00 Final Sat.: 3200 4800 1600 3200 4800 1600 3200 5302 1098 4800 4800 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.19 0.20 0.02 0.08 0.00 0.11 0.14 0.14 0.07 0.14 0.08 OvlAdjV/S: 0.13
Crit Moves: **** **** **** **** ********************************************************************************

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ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #2 Campus Dr (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.401 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 3 0 0 0 0 4 0 3 0 0 0 0 0 1 0 3 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 373 1146 0 0 235 149 0 0 0 259 778 185 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 373 1146 0 0 235 149 0 0 0 259 778 185 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 373 1146 0 0 235 149 0 0 0 259 778 185 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 373 1146 0 0 235 149 0 0 0 259 778 185 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 373 1146 0 0 235 149 0 0 0 259 778 185 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 0.00 0.00 4.00 3.00 0.00 0.00 0.00 1.00 3.23 0.77 Final Sat.: 3200 4800 0 0 6400 4800 0 0 0 1600 5171 1229 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.24 0.00 0.00 0.04 0.03 0.00 0.00 0.00 0.16 0.15 0.15 Crit Moves: **** **** ********************************************************************************

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ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #3 Campus Dr/Irvine Ave (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.559 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 4 1 0 1 0 3 0 0 1 1 2 0 2 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 677 238 90 403 0 805 1462 402 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 677 238 90 403 0 805 1462 402 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 677 238 90 403 0 805 1462 402 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 677 238 90 403 0 805 1462 402 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 677 238 90 403 0 805 1462 402 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.00 1.00 1.00 3.00 0.00 1.42 2.58 2.00 0.00 0.00 0.00 Final Sat.: 0 6400 1600 1600 4800 0 2273 4127 3200 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.11 0.15 0.06 0.08 0.00 0.35 0.35 0.13 0.00 0.00 0.00 Crit Moves: **** **** ****
********************************************************************************

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ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #4 Birch St (NS) at Bristol St North (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.500 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 2 0 0 0 0 1 1 2 0 0 0 0 0 1 1 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 94 705 0 0 128 105 0 0 0 378 1114 228 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 94 705 0 0 128 105 0 0 0 378 1114 228 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 94 705 0 0 128 105 0 0 0 378 1114 228 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 94 705 0 0 128 105 0 0 0 378 1114 228 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 94 705 0 0 128 105 0 0 0 378 1114 228 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 0.00 0.00 2.00 2.00 0.00 0.00 0.00 1.01 3.48 0.51 Final Sat.: 3200 3200 0 0 3200 3200 0 0 0 1621 5563 815 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.22 0.00 0.00 0.04 0.03 0.00 0.00 0.00 0.23 0.20 0.28 Crit Moves: **** **** ********************************************************************************

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ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #5 Birch St (NS) at Bristol St South (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.379 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 2 1 1 2 0 2 0 0 1 1 2 1 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 235 229 144 364 0 565 1035 218 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 235 229 144 364 0 565 1035 218 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 235 229 144 364 0 565 1035 218 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 235 229 144 364 0 565 1035 218 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 235 229 144 364 0 565 1035 218 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.03 1.97 2.00 2.00 0.00 1.41 3.07 0.52 0.00 0.00 0.00 Final Sat.: 0 3241 3159 3200 3200 0 2260 4905 835 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.07 0.07 0.05 0.11 0.00 0.25 0.21 0.26 0.00 0.00 0.00 Crit Moves: **** **** **** ********************************************************************************

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ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #6 Jamboree Rd (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.321 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Permitted Permitted Permitted Rights: Ignore Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 2 1 1 0 0 3 1 1 0 0 0 0 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 585 1410 551 0 687 416 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 585 1410 551 0 687 416 0 0 0 0 0 0 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 585 1410 0 0 687 416 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 585 1410 0 0 687 416 0 0 0 0 0 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 585 1410 0 0 687 416 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 0.00 3.11 1.89 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 3200 4800 1600 0 4983 3017 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.18 0.29 0.00 0.00 0.14 0.14 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** ****
********************************************************************************

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ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #7 Jamboree Rd (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.594 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Protected Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 4 1 0 0 0 4 0 0 1 1 1 0 2 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 1530 23 0 738 0 817 364 1280 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1530 23 0 738 0 817 364 1280 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1530 23 0 738 0 817 364 1280 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1530 23 0 738 0 817 364 1280 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1530 23 0 738 0 817 364 1280 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.93 0.07 0.00 4.00 0.00 2.00 1.00 2.00 0.00 0.00 0.00 Final Sat.: 0 7882 118 0 6400 0 3200 1600 3200 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.19 0.19 0.00 0.12 0.00 0.26 0.23 0.40 0.00 0.00 0.00 Crit Moves: **** **** **** ********************************************************************************

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ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #8 Irvine Ave (NS) at Orchard Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.287 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 1 0 3 0 0 0 0 0 0 0 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 884 52 97 710 0 0 0 0 33 0 34 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 884 52 97 710 0 0 0 0 33 0 34 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 884 52 97 710 0 0 0 0 33 0 34 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 884 52 97 710 0 0 0 0 33 0 34 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 884 52 97 710 0 0 0 0 33 0 34 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 0.00 0.00 0.00 0.00 0.49 0.00 0.51 Final Sat.: 1600 4800 1600 1600 4800 0 0 0 0 788 0 812 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.18 0.03 0.06 0.15 0.00 0.00 0.00 0.00 0.02 0.00 0.04 Crit Moves: **** **** **** ********************************************************************************

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ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #9 Birch St (NS) at Orchard Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.236 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 3 369 40 59 279 64 23 9 8 16 36 55 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 3 369 40 59 279 64 23 9 8 16 36 55 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 3 369 40 59 279 64 23 9 8 16 36 55 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 3 369 40 59 279 64 23 9 8 16 36 55 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 3 369 40 59 279 64 23 9 8 16 36 55 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.80 0.20 1.00 1.63 0.37 1.00 0.53 0.47 1.00 0.40 0.60 Final Sat.: 1600 2887 313 1600 2603 597 1600 847 753 1600 633 967 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.13 0.13 0.04 0.11 0.11 0.01 0.01 0.01 0.01 0.06 0.06 Crit Moves: **** **** **** **** ********************************************************************************

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ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #10 Mesa Dr (NS) at Birch St (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.177 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1! 0 0 0 0 1! 0 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 36 0 7 3 0 2 5 424 33 8 123 17 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 36 0 7 3 0 2 5 424 33 8 123 17 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 36 0 7 3 0 2 5 424 33 8 123 17 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 36 0 7 3 0 2 5 424 33 8 123 17 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 36 0 7 3 0 2 5 424 33 8 123 17 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.84 0.00 0.16 0.60 0.00 0.40 1.00 1.86 0.14 1.00 1.76 0.24 Final Sat.: 1340 0 260 960 0 640 1600 2969 231 1600 2811 389 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.00 0.03 0.00 0.00 0.00 0.00 0.14 0.14 0.01 0.04 0.04 Crit Moves: **** **** **** **** ********************************************************************************

Apx-50
Default Scenario Sat May 31, 2025 16:34:49 Page 12-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #11 Acacia St (NS) at Birch St (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.144 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 0 2 0 6 37 461 0 0 155 5 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 2 0 6 37 461 0 0 155 5 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 2 0 6 37 461 0 0 155 5 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 2 0 6 37 461 0 0 155 5 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 2 0 6 37 461 0 0 155 5 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.94 0.06 Final Sat.: 0 0 0 1600 0 1600 1600 3200 0 0 3100 100 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.14 0.00 0.00 0.05 0.05 Crit Moves: **** **** ********************************************************************************

Apx-51
Default Scenario Sat May 31, 2025 16:34:49 Page 13-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
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ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #12 Irvine Ave (NS) at Mesa Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.361 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 1 1 0 2 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 77 927 329 8 713 39 91 203 159 120 38 6 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 77 927 329 8 713 39 91 203 159 120 38 6 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 77 927 329 8 713 39 91 203 159 120 38 6 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 77 927 329 8 713 39 91 203 159 120 38 6 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 77 927 329 8 713 39 91 203 159 120 38 6 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 1.12 0.88 2.00 0.86 0.14 Final Sat.: 1600 4800 1600 1600 4800 1600 1600 1794 1406 3200 1382 218 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.19 0.21 0.01 0.15 0.02 0.06 0.11 0.11 0.04 0.03 0.03 Crit Moves: **** **** **** **** ********************************************************************************

Apx-52
Default Scenario Sat May 31, 2025 16:34:49 Page 14-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
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ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #13 Irvine Ave (NS) at University Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.539 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 1 0 1 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 111 1151 67 84 784 78 137 95 146 28 28 38 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 111 1151 67 84 784 78 137 95 146 28 28 38 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 111 1151 67 84 784 78 137 95 146 28 28 38 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 111 1151 67 84 784 78 137 95 146 28 28 38 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 111 1151 67 84 784 78 137 95 146 28 28 38 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.00 1.00 1.00 0.42 0.58 Final Sat.: 1600 3200 1600 1600 3200 1600 1600 1600 1600 1600 679 921 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.36 0.04 0.05 0.25 0.05 0.09 0.06 0.09 0.02 0.04 0.04 Crit Moves: **** **** **** **** ********************************************************************************

Apx-53
Default Scenario Sat May 31, 2025 16:41:26 Page 2-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
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PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #1 MacArthur Blvd (NS) at Jamboree Dr (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.516 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Ovl Ignore Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 1 0 3 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 206 807 284 154 1005 383 314 808 32 431 694 108 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 206 807 284 154 1005 383 314 808 32 431 694 108 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 206 807 284 154 1005 0 314 808 32 431 694 108 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 206 807 284 154 1005 0 314 808 32 431 694 108 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 206 807 284 154 1005 0 314 808 32 431 694 108 OvlAdjVol: 140
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.85 0.15 3.00 3.00 1.00 Final Sat.: 3200 4800 1600 3200 4800 1600 3200 6156 244 4800 4800 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.17 0.18 0.05 0.21 0.00 0.10 0.13 0.13 0.09 0.14 0.07 OvlAdjV/S: 0.09
Crit Moves: **** **** **** **** ********************************************************************************

Apx-54
Default Scenario Sat May 31, 2025 16:41:26 Page 3-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #2 Campus Dr (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.532 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 3 0 0 0 0 4 0 3 0 0 0 0 0 1 0 3 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 490 637 0 0 596 551 0 0 0 257 1603 89 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 490 637 0 0 596 551 0 0 0 257 1603 89 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 490 637 0 0 596 551 0 0 0 257 1603 89 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 490 637 0 0 596 551 0 0 0 257 1603 89 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 490 637 0 0 596 551 0 0 0 257 1603 89 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 0.00 0.00 4.00 3.00 0.00 0.00 0.00 1.00 3.79 0.21 Final Sat.: 3200 4800 0 0 6400 4800 0 0 0 1600 6063 337 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.15 0.13 0.00 0.00 0.09 0.11 0.00 0.00 0.00 0.16 0.26 0.26 Crit Moves: **** **** **** ********************************************************************************

Apx-55
Default Scenario Sat May 31, 2025 16:41:26 Page 4-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #3 Campus Dr/Irvine Ave (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.445 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 4 1 0 1 0 3 0 0 1 1 2 0 2 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 635 241 152 702 0 451 826 460 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 635 241 152 702 0 451 826 460 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 635 241 152 702 0 451 826 460 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 635 241 152 702 0 451 826 460 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 635 241 152 702 0 451 826 460 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.00 1.00 1.00 3.00 0.00 1.41 2.59 2.00 0.00 0.00 0.00 Final Sat.: 0 6400 1600 1600 4800 0 2260 4140 3200 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.10 0.15 0.10 0.15 0.00 0.20 0.20 0.14 0.00 0.00 0.00 Crit Moves: **** **** ****
********************************************************************************

Apx-56
Default Scenario Sat May 31, 2025 16:41:26 Page 5-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
Existing
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #4 Birch St (NS) at Bristol St North (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.496 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 2 0 0 0 0 1 1 2 0 0 0 0 0 1 1 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 161 276 0 0 330 527 0 0 0 419 1367 128 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 161 276 0 0 330 527 0 0 0 419 1367 128 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 161 276 0 0 330 527 0 0 0 419 1367 128 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 161 276 0 0 330 527 0 0 0 419 1367 128 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 161 276 0 0 330 527 0 0 0 419 1367 128 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 0.00 0.00 1.54 2.46 0.00 0.00 0.00 1.00 3.74 0.26 Final Sat.: 3200 3200 0 0 2464 3936 0 0 0 1600 5989 411 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.09 0.00 0.00 0.13 0.13 0.00 0.00 0.00 0.26 0.23 0.31 Crit Moves: **** **** **** ********************************************************************************

Apx-57
Default Scenario Sat May 31, 2025 16:41:26 Page 6-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #5 Birch St (NS) at Bristol St South (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.352 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 2 1 1 2 0 2 0 0 1 1 2 1 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 239 274 188 460 0 253 894 105 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 239 274 188 460 0 253 894 105 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 239 274 188 460 0 253 894 105 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 239 274 188 460 0 253 894 105 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 239 274 188 460 0 253 894 105 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.00 2.00 2.00 2.00 0.00 1.00 3.68 0.32 0.00 0.00 0.00 Final Sat.: 0 3200 3200 3200 3200 0 1600 5895 505 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.07 0.09 0.06 0.14 0.00 0.16 0.15 0.21 0.00 0.00 0.00 Crit Moves: **** **** ********************************************************************************

Apx-58
Default Scenario Sat May 31, 2025 16:41:26 Page 7-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #6 Jamboree Rd (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.393 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Permitted Permitted Permitted Rights: Ignore Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 2 1 1 0 0 3 1 1 0 0 0 0 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 617 1538 934 0 645 640 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 617 1538 934 0 645 640 0 0 0 0 0 0 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 617 1538 0 0 645 640 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 617 1538 0 0 645 640 0 0 0 0 0 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 617 1538 0 0 645 640 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 0.00 3.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 Final Sat.: 3200 4800 1600 0 4800 3200 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.19 0.32 0.00 0.00 0.13 0.20 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** ****
********************************************************************************

Apx-59
Default Scenario Sat May 31, 2025 16:41:26 Page 8-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
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-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #7 Jamboree Rd (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.544 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Protected Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 4 1 0 0 0 4 0 0 1 1 1 0 2 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 2025 71 0 647 0 738 566 901 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 2025 71 0 647 0 738 566 901 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2025 71 0 647 0 738 566 901 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2025 71 0 647 0 738 566 901 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2025 71 0 647 0 738 566 901 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.83 0.17 0.00 4.00 0.00 1.70 1.30 2.00 0.00 0.00 0.00 Final Sat.: 0 7729 271 0 6400 0 2717 2083 3200 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.26 0.26 0.00 0.10 0.00 0.27 0.27 0.28 0.00 0.00 0.00 Crit Moves: **** **** **** ********************************************************************************

Apx-60
Default Scenario Sat May 31, 2025 16:41:26 Page 9-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
Existing
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #8 Irvine Ave (NS) at Orchard Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.427 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 1 0 3 0 0 0 0 0 0 0 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 763 13 36 1342 0 0 0 0 72 0 164 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 763 13 36 1342 0 0 0 0 72 0 164 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 763 13 36 1342 0 0 0 0 72 0 164 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 763 13 36 1342 0 0 0 0 72 0 164 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 763 13 36 1342 0 0 0 0 72 0 164 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 0.00 0.00 0.00 0.00 0.31 0.00 0.69 Final Sat.: 1600 4800 1600 1600 4800 0 0 0 0 488 0 1112 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.16 0.01 0.02 0.28 0.00 0.00 0.00 0.00 0.05 0.00 0.15 Crit Moves: **** **** **** ********************************************************************************

Apx-61
Default Scenario Sat May 31, 2025 16:41:26 Page 10-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
Existing
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #9 Birch St (NS) at Orchard Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.302 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 4 260 20 58 584 61 40 11 6 24 60 56 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 4 260 20 58 584 61 40 11 6 24 60 56 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 4 260 20 58 584 61 40 11 6 24 60 56 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 4 260 20 58 584 61 40 11 6 24 60 56 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 4 260 20 58 584 61 40 11 6 24 60 56 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.86 0.14 1.00 1.81 0.19 1.00 0.65 0.35 1.00 0.52 0.48 Final Sat.: 1600 2971 229 1600 2897 303 1600 1035 565 1600 828 772 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.09 0.09 0.04 0.20 0.20 0.03 0.01 0.01 0.02 0.07 0.07 Crit Moves: **** **** **** **** ********************************************************************************

Apx-62
Default Scenario Sat May 31, 2025 16:41:26 Page 11-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
Existing
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #10 Mesa Dr (NS) at Birch St (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.218 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1! 0 0 0 0 1! 0 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 30 0 6 9 0 5 0 156 48 15 604 5 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 30 0 6 9 0 5 0 156 48 15 604 5 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 30 0 6 9 0 5 0 156 48 15 604 5 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 30 0 6 9 0 5 0 156 48 15 604 5 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 30 0 6 9 0 5 0 156 48 15 604 5 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.83 0.00 0.17 0.64 0.00 0.36 1.00 1.53 0.47 1.00 1.98 0.02 Final Sat.: 1333 0 267 1029 0 571 1600 2447 753 1600 3174 26 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.02 0.00 0.02 0.01 0.00 0.01 0.00 0.06 0.06 0.01 0.19 0.19 Crit Moves: **** **** **** **** ********************************************************************************

Apx-63
Default Scenario Sat May 31, 2025 16:41:26 Page 12-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
Existing
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #11 Acacia St (NS) at Birch St (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.220 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 0 8 0 29 4 196 0 0 635 4 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 8 0 29 4 196 0 0 635 4 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 8 0 29 4 196 0 0 635 4 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 8 0 29 4 196 0 0 635 4 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 8 0 29 4 196 0 0 635 4 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.99 0.01 Final Sat.: 0 0 0 1600 0 1600 1600 3200 0 0 3180 20 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.01 0.00 0.02 0.00 0.06 0.00 0.00 0.20 0.20 Crit Moves: **** **** **** ********************************************************************************

Apx-64
Default Scenario Sat May 31, 2025 16:41:26 Page 13-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
Existing
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #12 Irvine Ave (NS) at Mesa Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.453 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 1 1 0 2 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 78 635 165 2 1058 164 19 59 176 235 179 13 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 78 635 165 2 1058 164 19 59 176 235 179 13 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 78 635 165 2 1058 164 19 59 176 235 179 13 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 78 635 165 2 1058 164 19 59 176 235 179 13 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 78 635 165 2 1058 164 19 59 176 235 179 13 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 1.00 1.00 2.00 0.93 0.07 Final Sat.: 1600 4800 1600 1600 4800 1600 1600 1600 1600 3200 1492 108 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.13 0.10 0.00 0.22 0.10 0.01 0.04 0.11 0.07 0.12 0.12 Crit Moves: **** **** **** **** ********************************************************************************

Apx-65
Default Scenario Sat May 31, 2025 16:41:26 Page 14-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
Existing
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) ******************************************************************************** Intersection #13 Irvine Ave (NS) at University Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.570 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 1 0 1 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 97 635 45 88 1268 137 53 87 138 43 62 41 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 97 635 45 88 1268 137 53 87 138 43 62 41 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 97 635 45 88 1268 137 53 87 138 43 62 41 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 97 635 45 88 1268 137 53 87 138 43 62 41 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 97 635 45 88 1268 137 53 87 138 43 62 41 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.00 1.00 1.00 0.60 0.40 Final Sat.: 1600 3200 1600 1600 3200 1600 1600 1600 1600 1600 963 637 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.20 0.03 0.06 0.40 0.09 0.03 0.05 0.09 0.03 0.06 0.06 Crit Moves: **** **** **** **** ********************************************************************************

Apx-66

TPO YEAR 2027 WITHOUT PROJECT
Apx-67
Default Scenario Wed Jun 4, 2025 12:06:21 Page 2-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
TPO 2027 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #1 MacArthur Blvd (NS) at Jamboree Dr (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.515 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Ovl Ignore Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 1 0 3 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 98 924 316 70 377 340 355 724 150 336 671 130 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Initial Bse: 101 952 325 72 388 350 366 746 155 346 691 134 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 8 12 5 18 38 20 9 50 11 41 122 11 Initial Fut: 109 964 330 90 426 370 375 796 166 387 813 145 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 109 964 330 90 426 0 375 796 166 387 813 145 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 109 964 330 90 426 0 375 796 166 387 813 145 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 109 964 330 90 426 0 375 796 166 387 813 145 OvlAdjVol: 201
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.31 0.69 3.00 3.00 1.00 Final Sat.: 3200 4800 1600 3200 4800 1600 3200 5298 1102 4800 4800 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.20 0.21 0.03 0.09 0.00 0.12 0.15 0.15 0.08 0.17 0.09 OvlAdjV/S: 0.13
Crit Moves: **** **** **** **** ********************************************************************************

Apx-68
Default Scenario Wed Jun 4, 2025 12:06:21 Page 3-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
TPO 2027 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Campus Dr (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.413 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 3 0 0 0 0 4 0 3 0 0 0 0 0 1 0 3 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 373 1146 0 0 235 149 0 0 0 259 778 185 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 373 1146 0 0 235 149 0 0 0 259 778 185 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 6 9 0 0 12 0 0 0 0 17 111 0 Initial Fut: 379 1155 0 0 247 149 0 0 0 276 889 185 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 379 1155 0 0 247 149 0 0 0 276 889 185 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 379 1155 0 0 247 149 0 0 0 276 889 185 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 379 1155 0 0 247 149 0 0 0 276 889 185 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 0.00 0.00 4.00 3.00 0.00 0.00 0.00 1.00 3.31 0.69 Final Sat.: 3200 4800 0 0 6400 4800 0 0 0 1600 5298 1102 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.24 0.00 0.00 0.04 0.03 0.00 0.00 0.00 0.17 0.17 0.17 Crit Moves: **** **** ********************************************************************************

Apx-69
Default Scenario Wed Jun 4, 2025 12:06:21 Page 4-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
TPO 2027 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Campus Dr/Irvine Ave (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.566 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 4 1 0 1 0 3 0 0 1 1 2 0 2 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 677 238 90 403 0 805 1462 402 0 0 0 Growth Adj: xxxx 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 697 245 90 403 0 805 1462 402 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 10 1 0 29 0 5 3 11 0 0 0 Initial Fut: 0 707 246 90 432 0 810 1465 413 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 707 246 90 432 0 810 1465 413 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 707 246 90 432 0 810 1465 413 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 707 246 90 432 0 810 1465 413 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.00 1.00 1.00 3.00 0.00 1.42 2.58 2.00 0.00 0.00 0.00 Final Sat.: 0 6400 1600 1600 4800 0 2279 4121 3200 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.11 0.15 0.06 0.09 0.00 0.36 0.36 0.13 0.00 0.00 0.00 Crit Moves: **** **** ****
********************************************************************************

Apx-70
Default Scenario Wed Jun 4, 2025 12:06:21 Page 5-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
TPO 2027 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Birch St (NS) at Bristol St North (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.524 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 2 0 0 0 0 1 1 2 0 0 0 0 0 1 1 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 94 705 0 0 128 105 0 0 0 378 1114 228 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 94 705 0 0 128 105 0 0 0 378 1114 228 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 2 0 0 20 34 0 0 0 70 95 20 Initial Fut: 94 707 0 0 148 139 0 0 0 448 1209 248 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 94 707 0 0 148 139 0 0 0 448 1209 248 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 94 707 0 0 148 139 0 0 0 448 1209 248 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 94 707 0 0 148 139 0 0 0 448 1209 248 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 0.00 0.00 2.00 2.00 0.00 0.00 0.00 1.08 3.41 0.51 Final Sat.: 3200 3200 0 0 3200 3200 0 0 0 1730 5453 817 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.22 0.00 0.00 0.05 0.04 0.00 0.00 0.00 0.26 0.22 0.30 Crit Moves: **** **** ********************************************************************************

Apx-71
Default Scenario Wed Jun 4, 2025 12:06:21 Page 6-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
TPO 2027 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #5 Birch St (NS) at Bristol St South (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.400 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 2 1 1 2 0 2 0 0 1 1 2 1 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 235 229 144 364 0 565 1035 218 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 235 229 144 364 0 565 1035 218 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 2 11 60 29 0 0 0 3 0 0 0 Initial Fut: 0 237 240 204 393 0 565 1035 221 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 237 240 204 393 0 565 1035 221 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 237 240 204 393 0 565 1035 221 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 237 240 204 393 0 565 1035 221 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.00 2.00 2.00 2.00 0.00 1.41 3.06 0.53 0.00 0.00 0.00 Final Sat.: 0 3200 3200 3200 3200 0 2260 4895 845 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.07 0.08 0.06 0.12 0.00 0.25 0.21 0.26 0.00 0.00 0.00 Crit Moves: **** **** **** ********************************************************************************

Apx-72
Default Scenario Wed Jun 4, 2025 12:06:22 Page 7-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
TPO 2027 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #6 Jamboree Rd (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.351 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Permitted Permitted Permitted Rights: Ignore Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 2 1 1 0 0 3 1 1 0 0 0 0 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 585 1410 551 0 687 416 0 0 0 0 0 0 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 603 1452 568 0 708 428 0 0 0 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 9 62 17 0 61 87 0 0 0 0 0 0 Initial Fut: 612 1514 585 0 769 515 0 0 0 0 0 0 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 612 1514 0 0 769 515 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 612 1514 0 0 769 515 0 0 0 0 0 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 612 1514 0 0 769 515 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.19 0.32 0.00 0.00 0.16 0.16 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** ****
********************************************************************************

Apx-73
Default Scenario Wed Jun 4, 2025 12:06:22 Page 8-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
TPO 2027 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Jamboree Rd (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.617 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Protected Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 4 1 0 0 0 4 0 0 1 1 1 0 2 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 1530 23 0 738 0 817 364 1280 0 0 0 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1576 24 0 760 0 817 364 1280 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 37 0 0 61 0 33 21 40 0 0 0 Initial Fut: 0 1613 24 0 821 0 850 385 1320 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1613 24 0 821 0 850 385 1320 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1613 24 0 821 0 850 385 1320 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1613 24 0 821 0 850 385 1320 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.93 0.07 0.00 4.00 0.00 2.00 1.00 2.00 0.00 0.00 0.00 Final Sat.: 0 7884 116 0 6400 0 3200 1600 3200 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.20 0.20 0.00 0.13 0.00 0.27 0.24 0.41 0.00 0.00 0.00 Crit Moves: **** **** **** ********************************************************************************

Apx-74
Default Scenario Wed Jun 4, 2025 12:06:22 Page 9-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
TPO 2027 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Irvine Ave (NS) at Orchard Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.307 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 1 0 3 0 0 0 0 0 0 0 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 884 52 97 710 0 0 0 0 33 0 34 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 911 54 100 731 0 0 0 0 33 0 34 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 6 0 16 0 0 0 0 0 3 0 0 Initial Fut: 0 917 54 116 731 0 0 0 0 36 0 34 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 917 54 116 731 0 0 0 0 36 0 34 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 917 54 116 731 0 0 0 0 36 0 34 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 917 54 116 731 0 0 0 0 36 0 34 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 0.00 0.00 0.00 0.00 0.51 0.00 0.49 Final Sat.: 1600 4800 1600 1600 4800 0 0 0 0 823 0 777 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.19 0.03 0.07 0.15 0.00 0.00 0.00 0.00 0.02 0.00 0.04 Crit Moves: **** **** **** ********************************************************************************

Apx-75
Default Scenario Wed Jun 4, 2025 12:06:22 Page 10-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
TPO 2027 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Birch St (NS) at Orchard Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.243 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 3 369 40 59 279 64 23 9 8 16 36 55 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 3 369 40 59 279 64 23 9 8 16 36 55 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 29 12 0 0 0 0 0 Initial Fut: 3 369 40 59 279 93 35 9 8 16 36 55 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 3 369 40 59 279 93 35 9 8 16 36 55 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 3 369 40 59 279 93 35 9 8 16 36 55 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 3 369 40 59 279 93 35 9 8 16 36 55 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.80 0.20 1.00 1.50 0.50 1.00 0.53 0.47 1.00 0.40 0.60 Final Sat.: 1600 2887 313 1600 2400 800 1600 847 753 1600 633 967 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.13 0.13 0.04 0.12 0.12 0.02 0.01 0.01 0.01 0.06 0.06 Crit Moves: **** **** **** **** ********************************************************************************

Apx-76
Default Scenario Wed Jun 4, 2025 12:06:22 Page 11-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
TPO 2027 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Mesa Dr (NS) at Birch St (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.177 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1! 0 0 0 0 1! 0 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 36 0 7 3 0 2 5 424 33 8 123 17 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 36 0 7 3 0 2 5 424 33 8 123 17 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 36 0 7 3 0 2 5 424 33 8 123 17 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 36 0 7 3 0 2 5 424 33 8 123 17 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 36 0 7 3 0 2 5 424 33 8 123 17 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 36 0 7 3 0 2 5 424 33 8 123 17 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.02 0.00 0.03 0.00 0.00 0.00 0.00 0.14 0.14 0.01 0.04 0.04 Crit Moves: **** **** **** **** ********************************************************************************

Apx-77
Default Scenario Wed Jun 4, 2025 12:06:22 Page 12-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
TPO 2027 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Acacia St (NS) at Birch St (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.144 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 0 2 0 6 37 461 0 0 155 5 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 2 0 6 37 461 0 0 155 5 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 1 3 0 0 0 0 0 Initial Fut: 0 0 0 2 0 7 40 461 0 0 155 5 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 2 0 7 40 461 0 0 155 5 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 2 0 7 40 461 0 0 155 5 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 2 0 7 40 461 0 0 155 5 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.14 0.00 0.00 0.05 0.05 Crit Moves: **** **** ********************************************************************************

Apx-78
Default Scenario Wed Jun 4, 2025 12:06:22 Page 13-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
TPO 2027 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #12 Irvine Ave (NS) at Mesa Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.371 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 1 1 0 2 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 77 927 329 8 713 39 91 203 159 120 38 6 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 79 955 339 8 734 40 91 203 159 120 38 6 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 8 4 0 23 0 0 0 0 2 0 0 Initial Fut: 79 963 343 8 757 40 91 203 159 122 38 6 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 79 963 343 8 757 40 91 203 159 122 38 6 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 79 963 343 8 757 40 91 203 159 122 38 6 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 79 963 343 8 757 40 91 203 159 122 38 6 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.05 0.20 0.21 0.01 0.16 0.03 0.06 0.11 0.11 0.04 0.03 0.03 Crit Moves: **** **** **** **** ********************************************************************************

Apx-79
Default Scenario Wed Jun 4, 2025 12:06:22 Page 14-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
TPO 2027 Without Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Irvine Ave (NS) at University Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.554 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 1 0 1 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 111 1151 67 84 784 78 137 95 146 28 28 38 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 114 1186 69 87 808 80 137 95 146 28 28 38 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 8 0 0 4 0 0 0 0 0 0 0 Initial Fut: 114 1194 69 87 812 80 137 95 146 28 28 38 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 114 1194 69 87 812 80 137 95 146 28 28 38 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 114 1194 69 87 812 80 137 95 146 28 28 38 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 114 1194 69 87 812 80 137 95 146 28 28 38 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.07 0.37 0.04 0.05 0.25 0.05 0.09 0.06 0.09 0.02 0.04 0.04 Crit Moves: **** **** **** **** ********************************************************************************

Apx-80
Default Scenario Wed Jun 4, 2025 12:08:35 Page 2-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
TPO 2027 Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #1 MacArthur Blvd (NS) at Jamboree Dr (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.562 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Ovl Ignore Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 1 0 3 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 206 807 284 154 1005 383 314 808 32 431 694 108 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Initial Bse: 212 831 293 159 1035 394 323 832 33 444 715 111 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 21 32 42 12 12 28 16 136 12 18 76 19 Initial Fut: 233 863 335 171 1047 422 339 968 45 462 791 130 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 233 863 335 171 1047 0 339 968 45 462 791 130 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 233 863 335 171 1047 0 339 968 45 462 791 130 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 233 863 335 171 1047 0 339 968 45 462 791 130 OvlAdjVol: 181
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.82 0.18 3.00 3.00 1.00 Final Sat.: 3200 4800 1600 3200 4800 1600 3200 6116 284 4800 4800 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.18 0.21 0.05 0.22 0.00 0.11 0.16 0.16 0.10 0.16 0.08 OvlAdjV/S: 0.11
Crit Moves: **** **** **** **** ********************************************************************************

Apx-81
Default Scenario Wed Jun 4, 2025 12:08:35 Page 3-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
TPO 2027 Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Campus Dr (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.544 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 3 0 0 0 0 4 0 3 0 0 0 0 0 1 0 3 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 490 637 0 0 596 551 0 0 0 257 1603 89 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 490 637 0 0 596 551 0 0 0 257 1603 89 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 19 21 0 0 8 0 0 0 0 5 37 0 Initial Fut: 509 658 0 0 604 551 0 0 0 262 1640 89 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 509 658 0 0 604 551 0 0 0 262 1640 89 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 509 658 0 0 604 551 0 0 0 262 1640 89 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 509 658 0 0 604 551 0 0 0 262 1640 89 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 0.00 0.00 4.00 3.00 0.00 0.00 0.00 1.00 3.79 0.21 Final Sat.: 3200 4800 0 0 6400 4800 0 0 0 1600 6071 329 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.16 0.14 0.00 0.00 0.09 0.11 0.00 0.00 0.00 0.16 0.27 0.27 Crit Moves: **** **** **** ********************************************************************************

Apx-82
Default Scenario Wed Jun 4, 2025 12:08:35 Page 4-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
TPO 2027 Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Campus Dr/Irvine Ave (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.466 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 4 1 0 1 0 3 0 0 1 1 2 0 2 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 635 241 152 702 0 451 826 460 0 0 0 Growth Adj: 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 654 248 152 702 0 451 826 460 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 30 17 0 13 0 10 26 9 0 0 0 Initial Fut: 0 684 265 152 715 0 461 852 469 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 684 265 152 715 0 461 852 469 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 684 265 152 715 0 461 852 469 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 684 265 152 715 0 461 852 469 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.00 1.00 1.00 3.00 0.00 1.40 2.60 2.00 0.00 0.00 0.00 Final Sat.: 0 6400 1600 1600 4800 0 2247 4153 3200 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.11 0.17 0.10 0.15 0.00 0.21 0.21 0.15 0.00 0.00 0.00 Crit Moves: **** **** ****
********************************************************************************

Apx-83
Default Scenario Wed Jun 4, 2025 12:08:35 Page 5-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
TPO 2027 Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Birch St (NS) at Bristol St North (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.508 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 2 0 0 0 0 1 1 2 0 0 0 0 0 1 1 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 161 276 0 0 330 527 0 0 0 419 1367 128 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 161 276 0 0 330 527 0 0 0 419 1367 128 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 15 0 0 6 10 0 0 0 22 36 10 Initial Fut: 161 291 0 0 336 537 0 0 0 441 1403 138 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 161 291 0 0 336 537 0 0 0 441 1403 138 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 161 291 0 0 336 537 0 0 0 441 1403 138 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 161 291 0 0 336 537 0 0 0 441 1403 138 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 0.00 0.00 1.54 2.46 0.00 0.00 0.00 1.00 3.73 0.27 Final Sat.: 3200 3200 0 0 2463 3937 0 0 0 1600 5970 430 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.09 0.00 0.00 0.14 0.14 0.00 0.00 0.00 0.28 0.24 0.32 Crit Moves: **** **** **** ********************************************************************************

Apx-84
Default Scenario Wed Jun 4, 2025 12:08:35 Page 6-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
TPO 2027 Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #5 Birch St (NS) at Bristol St South (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.367 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 2 1 1 2 0 2 0 0 1 1 2 1 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 239 274 188 460 0 253 894 105 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 239 274 188 460 0 253 894 105 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 6 37 5 24 0 9 33 3 0 0 0 Initial Fut: 0 245 311 193 484 0 262 927 108 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 245 311 193 484 0 262 927 108 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 245 311 193 484 0 262 927 108 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 245 311 193 484 0 262 927 108 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.00 2.00 2.00 2.00 0.00 1.00 3.69 0.31 0.00 0.00 0.00 Final Sat.: 0 3200 3200 3200 3200 0 1600 5899 501 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.08 0.10 0.06 0.15 0.00 0.16 0.16 0.22 0.00 0.00 0.00 Crit Moves: **** **** ********************************************************************************

Apx-85
Default Scenario Wed Jun 4, 2025 12:08:35 Page 7-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
TPO 2027 Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #6 Jamboree Rd (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.363 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Permitted Permitted Permitted Rights: Ignore Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 2 1 1 0 0 3 1 1 0 0 0 0 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 617 1538 934 0 645 640 0 0 0 0 0 0 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 636 1584 962 0 664 659 0 0 0 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 36 159 30 0 27 96 0 0 0 0 0 0 Initial Fut: 672 1743 992 0 691 755 0 0 0 0 0 0 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 672 1743 0 0 691 755 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 672 1743 0 0 691 755 0 0 0 0 0 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 672 1743 0 0 691 755 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.21 0.36 0.00 0.00 0.14 0.24 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: ****
********************************************************************************

Apx-86
Default Scenario Wed Jun 4, 2025 12:08:35 Page 8-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
TPO 2027 Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Jamboree Rd (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.579 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Protected Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 4 1 0 0 0 4 0 0 1 1 1 0 2 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 2025 71 0 647 0 738 566 901 0 0 0 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 2086 73 0 666 0 738 566 901 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 93 0 0 26 0 113 13 39 0 0 0 Initial Fut: 0 2179 73 0 692 0 851 579 940 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2179 73 0 692 0 851 579 940 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2179 73 0 692 0 851 579 940 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2179 73 0 692 0 851 579 940 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.84 0.16 0.00 4.00 0.00 1.79 1.21 2.00 0.00 0.00 0.00 Final Sat.: 0 7740 260 0 6400 0 2857 1943 3200 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.28 0.28 0.00 0.11 0.00 0.30 0.30 0.29 0.00 0.00 0.00 Crit Moves: **** **** **** ********************************************************************************

Apx-87
Default Scenario Wed Jun 4, 2025 12:08:35 Page 9-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
TPO 2027 Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Irvine Ave (NS) at Orchard Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.440 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 1 0 3 0 0 0 0 0 0 0 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 763 13 36 1342 0 0 0 0 72 0 164 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 786 13 37 1382 0 0 0 0 72 0 164 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 5 0 14 0 0 0 0 0 8 0 0 Initial Fut: 0 791 13 51 1382 0 0 0 0 80 0 164 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 791 13 51 1382 0 0 0 0 80 0 164 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 791 13 51 1382 0 0 0 0 80 0 164 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 791 13 51 1382 0 0 0 0 80 0 164 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 0.00 0.00 0.00 0.00 0.33 0.00 0.67 Final Sat.: 1600 4800 1600 1600 4800 0 0 0 0 525 0 1075 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.16 0.01 0.03 0.29 0.00 0.00 0.00 0.00 0.05 0.00 0.15 Crit Moves: **** **** **** ********************************************************************************

Apx-88
Default Scenario Wed Jun 4, 2025 12:08:35 Page 10-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
TPO 2027 Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Birch St (NS) at Orchard Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.332 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 4 260 20 58 584 61 40 11 6 24 60 56 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 4 260 20 58 584 61 40 11 6 24 60 56 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 25 37 0 0 0 0 0 Initial Fut: 4 260 20 58 584 86 77 11 6 24 60 56 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 4 260 20 58 584 86 77 11 6 24 60 56 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 4 260 20 58 584 86 77 11 6 24 60 56 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 4 260 20 58 584 86 77 11 6 24 60 56 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.86 0.14 1.00 1.74 0.26 1.00 0.65 0.35 1.00 0.52 0.48 Final Sat.: 1600 2971 229 1600 2789 411 1600 1035 565 1600 828 772 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.09 0.09 0.04 0.21 0.21 0.05 0.01 0.01 0.02 0.07 0.07 Crit Moves: **** **** **** **** ********************************************************************************

Apx-89
Default Scenario Wed Jun 4, 2025 12:08:35 Page 11-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
TPO 2027 Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Mesa Dr (NS) at Birch St (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.218 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1! 0 0 0 0 1! 0 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 30 0 6 9 0 5 0 156 48 15 604 5 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 30 0 6 9 0 5 0 156 48 15 604 5 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 30 0 6 9 0 5 0 156 48 15 604 5 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 30 0 6 9 0 5 0 156 48 15 604 5 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 30 0 6 9 0 5 0 156 48 15 604 5 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 30 0 6 9 0 5 0 156 48 15 604 5 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.02 0.00 0.02 0.01 0.00 0.01 0.00 0.06 0.06 0.01 0.19 0.19 Crit Moves: **** **** **** **** ********************************************************************************

Apx-90
Default Scenario Wed Jun 4, 2025 12:08:35 Page 12-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
TPO 2027 Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Acacia St (NS) at Birch St (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.225 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 0 8 0 29 4 196 0 0 635 4 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 8 0 29 4 196 0 0 635 4 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 4 3 0 0 0 0 0 Initial Fut: 0 0 0 8 0 33 7 196 0 0 635 4 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 8 0 33 7 196 0 0 635 4 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 8 0 33 7 196 0 0 635 4 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 8 0 33 7 196 0 0 635 4 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.99 0.01 Final Sat.: 0 0 0 1600 0 1600 1600 3200 0 0 3180 20 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.01 0.00 0.02 0.00 0.06 0.00 0.00 0.20 0.20 Crit Moves: **** **** **** ********************************************************************************

Apx-91
Default Scenario Wed Jun 4, 2025 12:08:35 Page 13-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
TPO 2027 Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #12 Irvine Ave (NS) at Mesa Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.466 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 1 1 0 2 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 78 635 165 2 1058 164 19 59 176 235 179 13 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 80 654 170 2 1090 169 19 59 176 235 179 13 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 23 4 0 16 0 0 0 0 5 0 0 Initial Fut: 80 677 174 2 1106 169 19 59 176 240 179 13 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 80 677 174 2 1106 169 19 59 176 240 179 13 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 80 677 174 2 1106 169 19 59 176 240 179 13 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 80 677 174 2 1106 169 19 59 176 240 179 13 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 1.00 1.00 2.00 0.93 0.07 Final Sat.: 1600 4800 1600 1600 4800 1600 1600 1600 1600 3200 1492 108 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.14 0.11 0.00 0.23 0.11 0.01 0.04 0.11 0.08 0.12 0.12 Crit Moves: **** **** **** **** ********************************************************************************

Apx-92
Default Scenario Wed Jun 4, 2025 12:08:35 Page 14-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
TPO 2027 Without Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Irvine Ave (NS) at University Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.587 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 1 0 1 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 97 635 45 88 1268 137 53 87 138 43 62 41 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 100 654 46 91 1306 141 53 87 138 43 62 41 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 7 0 0 12 0 0 0 0 0 0 0 Initial Fut: 100 661 46 91 1318 141 53 87 138 43 62 41 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 100 661 46 91 1318 141 53 87 138 43 62 41 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 100 661 46 91 1318 141 53 87 138 43 62 41 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 100 661 46 91 1318 141 53 87 138 43 62 41 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.00 1.00 1.00 0.60 0.40 Final Sat.: 1600 3200 1600 1600 3200 1600 1600 1600 1600 1600 963 637 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.21 0.03 0.06 0.41 0.09 0.03 0.05 0.09 0.03 0.06 0.06 Crit Moves: **** **** **** **** ********************************************************************************

Apx-93

TPO YEAR 2027 WITH PROJECT
Apx-94
Default Scenario Wed Jun 4, 2025 12:10:03 Page 2-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
TPO 2027 With Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #1 MacArthur Blvd (NS) at Jamboree Dr (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.516 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Ovl Ignore Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 1 0 3 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 98 924 316 70 377 340 355 724 150 336 671 130 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Initial Bse: 101 952 325 72 388 350 366 746 155 346 691 134 Added Vol: 5 0 0 0 0 0 0 1 2 0 3 0 PasserByVol: 8 12 5 18 38 20 9 50 11 41 122 11 Initial Fut: 114 964 330 90 426 370 375 797 168 387 816 145 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 114 964 330 90 426 0 375 797 168 387 816 145 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 114 964 330 90 426 0 375 797 168 387 816 145 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 114 964 330 90 426 0 375 797 168 387 816 145 OvlAdjVol: 201
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.31 0.69 3.00 3.00 1.00 Final Sat.: 3200 4800 1600 3200 4800 1600 3200 5288 1112 4800 4800 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.04 0.20 0.21 0.03 0.09 0.00 0.12 0.15 0.15 0.08 0.17 0.09 OvlAdjV/S: 0.13
Crit Moves: **** **** **** **** ********************************************************************************

Apx-95
Default Scenario Wed Jun 4, 2025 12:10:03 Page 3-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
TPO 2027 With Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Campus Dr (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.413 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 3 0 0 0 0 4 0 3 0 0 0 0 0 1 0 3 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 373 1146 0 0 235 149 0 0 0 259 778 185 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 373 1146 0 0 235 149 0 0 0 259 778 185 Added Vol: 3 1 0 0 3 0 0 0 0 0 0 0 PasserByVol: 6 9 0 0 12 0 0 0 0 17 111 0 Initial Fut: 382 1156 0 0 250 149 0 0 0 276 889 185 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 382 1156 0 0 250 149 0 0 0 276 889 185 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 382 1156 0 0 250 149 0 0 0 276 889 185 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 382 1156 0 0 250 149 0 0 0 276 889 185 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 0.00 0.00 4.00 3.00 0.00 0.00 0.00 1.00 3.31 0.69 Final Sat.: 3200 4800 0 0 6400 4800 0 0 0 1600 5298 1102 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.12 0.24 0.00 0.00 0.04 0.03 0.00 0.00 0.00 0.17 0.17 0.17 Crit Moves: **** **** ********************************************************************************

Apx-96
Default Scenario Wed Jun 4, 2025 12:10:03 Page 4-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
TPO 2027 With Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Campus Dr/Irvine Ave (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.566 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 4 1 0 1 0 3 0 0 1 1 2 0 2 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 677 238 90 403 0 805 1462 402 0 0 0 Growth Adj: xxxx 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 697 245 90 403 0 805 1462 402 0 0 0 Added Vol: 0 5 0 0 3 0 0 2 6 0 0 0 PasserByVol: 0 10 1 0 29 0 5 3 11 0 0 0 Initial Fut: 0 712 246 90 435 0 810 1467 419 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 712 246 90 435 0 810 1467 419 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 712 246 90 435 0 810 1467 419 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 712 246 90 435 0 810 1467 419 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.00 1.00 1.00 3.00 0.00 1.42 2.58 2.00 0.00 0.00 0.00 Final Sat.: 0 6400 1600 1600 4800 0 2277 4123 3200 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.11 0.15 0.06 0.09 0.00 0.36 0.36 0.13 0.00 0.00 0.00 Crit Moves: **** **** ****
********************************************************************************

Apx-97
Default Scenario Wed Jun 4, 2025 12:10:03 Page 5-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
TPO 2027 With Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Birch St (NS) at Bristol St North (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.525 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 2 0 0 0 0 1 1 2 0 0 0 0 0 1 1 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 94 705 0 0 128 105 0 0 0 378 1114 228 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 94 705 0 0 128 105 0 0 0 378 1114 228 Added Vol: 0 1 0 0 2 0 0 0 0 14 0 0 PasserByVol: 0 2 0 0 20 34 0 0 0 70 95 20 Initial Fut: 94 708 0 0 150 139 0 0 0 462 1209 248 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 94 708 0 0 150 139 0 0 0 462 1209 248 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 94 708 0 0 150 139 0 0 0 462 1209 248 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 94 708 0 0 150 139 0 0 0 462 1209 248 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 0.00 0.00 2.00 2.00 0.00 0.00 0.00 1.11 3.38 0.51 Final Sat.: 3200 3200 0 0 3200 3200 0 0 0 1769 5413 817 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.03 0.22 0.00 0.00 0.05 0.04 0.00 0.00 0.00 0.26 0.22 0.30 Crit Moves: **** **** ********************************************************************************

Apx-98
Default Scenario Wed Jun 4, 2025 12:10:03 Page 6-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
TPO 2027 With Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #5 Birch St (NS) at Bristol St South (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.403 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 2 1 1 2 0 2 0 0 1 1 2 1 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 235 229 144 364 0 565 1035 218 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 235 229 144 364 0 565 1035 218 0 0 0 Added Vol: 0 1 6 0 16 0 0 0 2 0 0 0 PasserByVol: 0 2 11 60 29 0 0 0 3 0 0 0 Initial Fut: 0 238 246 204 409 0 565 1035 223 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 238 246 204 409 0 565 1035 223 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 238 246 204 409 0 565 1035 223 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 238 246 204 409 0 565 1035 223 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 2.00 2.00 2.00 2.00 0.00 1.41 3.06 0.53 0.00 0.00 0.00 Final Sat.: 0 3200 3200 3200 3200 0 2260 4889 851 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.07 0.08 0.06 0.13 0.00 0.25 0.21 0.26 0.00 0.00 0.00 Crit Moves: **** **** **** ********************************************************************************

Apx-99
Default Scenario Wed Jun 4, 2025 12:10:03 Page 7-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
TPO 2027 With Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #6 Jamboree Rd (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.353 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Permitted Permitted Permitted Rights: Ignore Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 2 1 1 0 0 3 1 1 0 0 0 0 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 585 1410 551 0 687 416 0 0 0 0 0 0 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 603 1452 568 0 708 428 0 0 0 0 0 0 Added Vol: 5 3 0 0 0 8 0 0 0 0 0 0 PasserByVol: 9 62 17 0 61 87 0 0 0 0 0 0 Initial Fut: 617 1517 585 0 769 523 0 0 0 0 0 0 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 617 1517 0 0 769 523 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 617 1517 0 0 769 523 0 0 0 0 0 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 617 1517 0 0 769 523 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.19 0.32 0.00 0.00 0.16 0.16 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** ****
********************************************************************************

Apx-100
Default Scenario Wed Jun 4, 2025 12:10:03 Page 8-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
TPO 2027 With Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Jamboree Rd (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.618 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Protected Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 4 1 0 0 0 4 0 0 1 1 1 0 2 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 1530 23 0 738 0 817 364 1280 0 0 0 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1576 24 0 760 0 817 364 1280 0 0 0 Added Vol: 0 5 0 0 0 0 3 1 2 0 0 0 PasserByVol: 0 37 0 0 61 0 33 21 40 0 0 0 Initial Fut: 0 1618 24 0 821 0 853 386 1322 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1618 24 0 821 0 853 386 1322 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1618 24 0 821 0 853 386 1322 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 1618 24 0 821 0 853 386 1322 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.93 0.07 0.00 4.00 0.00 2.00 1.00 2.00 0.00 0.00 0.00 Final Sat.: 0 7885 115 0 6400 0 3200 1600 3200 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.21 0.21 0.00 0.13 0.00 0.27 0.24 0.41 0.00 0.00 0.00 Crit Moves: **** **** **** ********************************************************************************

Apx-101
Default Scenario Wed Jun 4, 2025 12:10:03 Page 9-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
TPO 2027 With Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Irvine Ave (NS) at Orchard Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.317 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 1 0 3 0 0 0 0 0 0 0 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 884 52 97 710 0 0 0 0 33 0 34 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 911 54 100 731 0 0 0 0 33 0 34 Added Vol: 0 0 2 9 0 0 0 0 0 1 0 5 PasserByVol: 0 6 0 16 0 0 0 0 0 3 0 0 Initial Fut: 0 917 56 125 731 0 0 0 0 37 0 39 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 917 56 125 731 0 0 0 0 37 0 39 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 917 56 125 731 0 0 0 0 37 0 39 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 917 56 125 731 0 0 0 0 37 0 39 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 0.00 0.00 0.00 0.00 0.49 0.00 0.51 Final Sat.: 1600 4800 1600 1600 4800 0 0 0 0 779 0 821 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.19 0.03 0.08 0.15 0.00 0.00 0.00 0.00 0.02 0.00 0.05 Crit Moves: **** **** **** ********************************************************************************

Apx-102
Default Scenario Wed Jun 4, 2025 12:10:03 Page 10-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
TPO 2027 With Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Birch St (NS) at Orchard Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.248 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 3 369 40 59 279 64 23 9 8 16 36 55 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 3 369 40 59 279 64 23 9 8 16 36 55 Added Vol: 0 0 0 0 0 17 7 0 0 0 0 0 PasserByVol: 0 0 0 0 0 29 12 0 0 0 0 0 Initial Fut: 3 369 40 59 279 110 42 9 8 16 36 55 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 3 369 40 59 279 110 42 9 8 16 36 55 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 3 369 40 59 279 110 42 9 8 16 36 55 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 3 369 40 59 279 110 42 9 8 16 36 55 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.80 0.20 1.00 1.43 0.57 1.00 0.53 0.47 1.00 0.40 0.60 Final Sat.: 1600 2887 313 1600 2295 905 1600 847 753 1600 633 967 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.13 0.13 0.04 0.12 0.12 0.03 0.01 0.01 0.01 0.06 0.06 Crit Moves: **** **** **** **** ********************************************************************************

Apx-103
Default Scenario Wed Jun 4, 2025 12:10:03 Page 11-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
TPO 2027 With Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Mesa Dr (NS) at Birch St (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.177 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1! 0 0 0 0 1! 0 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Vol/Sat: 0.02 0.00 0.03 0.00 0.00 0.00 0.00 0.14 0.14 0.01 0.04 0.04 Crit Moves: **** **** **** **** ********************************************************************************

Apx-104
Default Scenario Wed Jun 4, 2025 12:10:03 Page 12-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
TPO 2027 With Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Acacia St (NS) at Birch St (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.144 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 0 2 0 6 37 461 0 0 155 5 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 2 0 6 37 461 0 0 155 5 Added Vol: 0 0 0 0 0 1 3 0 0 0 0 0 PasserByVol: 0 0 0 0 0 1 3 0 0 0 0 0 Initial Fut: 0 0 0 2 0 8 43 461 0 0 155 5 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 2 0 8 43 461 0 0 155 5 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 2 0 8 43 461 0 0 155 5 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 2 0 8 43 461 0 0 155 5 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.01 0.03 0.14 0.00 0.00 0.05 0.05 Crit Moves: **** **** ********************************************************************************

Apx-105
Default Scenario Wed Jun 4, 2025 12:10:03 Page 13-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
TPO 2027 With Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #12 Irvine Ave (NS) at Mesa Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.373 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 1 1 0 2 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 77 927 329 8 713 39 91 203 159 120 38 6 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 79 955 339 8 734 40 91 203 159 120 38 6 Added Vol: 0 2 3 0 1 0 0 0 0 1 0 0 PasserByVol: 0 8 4 0 23 0 0 0 0 2 0 0 Initial Fut: 79 965 346 8 758 40 91 203 159 123 38 6 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 79 965 346 8 758 40 91 203 159 123 38 6 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 79 965 346 8 758 40 91 203 159 123 38 6 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 79 965 346 8 758 40 91 203 159 123 38 6 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.05 0.20 0.22 0.01 0.16 0.03 0.06 0.11 0.11 0.04 0.03 0.03 Crit Moves: **** **** **** **** ********************************************************************************

Apx-106
Default Scenario Wed Jun 4, 2025 12:10:03 Page 14-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
TPO 2027 With Project
AM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Irvine Ave (NS) at University Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.555 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 1 0 1 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 111 1151 67 84 784 78 137 95 146 28 28 38 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 114 1186 69 87 808 80 137 95 146 28 28 38 Added Vol: 0 5 0 0 2 0 0 0 0 0 0 0 PasserByVol: 0 8 0 0 4 0 0 0 0 0 0 0 Initial Fut: 114 1199 69 87 814 80 137 95 146 28 28 38 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 114 1199 69 87 814 80 137 95 146 28 28 38 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 114 1199 69 87 814 80 137 95 146 28 28 38 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 114 1199 69 87 814 80 137 95 146 28 28 38 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.07 0.37 0.04 0.05 0.25 0.05 0.09 0.06 0.09 0.02 0.04 0.04 Crit Moves: **** **** **** **** ********************************************************************************

Apx-107
Default Scenario Wed Jun 4, 2025 12:11:02 Page 2-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
TPO 2027 With Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #1 MacArthur Blvd (NS) at Jamboree Dr (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.564 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Ovl Ignore Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 1 0 3 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 206 807 284 154 1005 383 314 808 32 431 694 108 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 Initial Bse: 212 831 293 159 1035 394 323 832 33 444 715 111 Added Vol: 4 0 0 0 0 0 0 4 6 0 3 0 PasserByVol: 21 32 42 12 12 28 16 136 12 18 76 19 Initial Fut: 237 863 335 171 1047 422 339 972 51 462 794 130 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 237 863 335 171 1047 0 339 972 51 462 794 130 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 237 863 335 171 1047 0 339 972 51 462 794 130 PCE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 237 863 335 171 1047 0 339 972 51 462 794 130 OvlAdjVol: 181
------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.80 0.20 3.00 3.00 1.00 Final Sat.: 3200 4800 1600 3200 4800 1600 3200 6081 319 4800 4800 1600 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.07 0.18 0.21 0.05 0.22 0.00 0.11 0.16 0.16 0.10 0.17 0.08 OvlAdjV/S: 0.11
Crit Moves: **** **** **** **** ********************************************************************************

Apx-108
Default Scenario Wed Jun 4, 2025 12:11:02 Page 3-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
TPO 2027 With Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Campus Dr (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.547 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 3 0 0 0 0 4 0 3 0 0 0 0 0 1 0 3 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 490 637 0 0 596 551 0 0 0 257 1603 89 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 490 637 0 0 596 551 0 0 0 257 1603 89 Added Vol: 11 4 0 0 3 0 0 0 0 0 0 0 PasserByVol: 19 21 0 0 8 0 0 0 0 5 37 0 Initial Fut: 520 662 0 0 607 551 0 0 0 262 1640 89 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 520 662 0 0 607 551 0 0 0 262 1640 89 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 520 662 0 0 607 551 0 0 0 262 1640 89 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 520 662 0 0 607 551 0 0 0 262 1640 89 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 3.00 0.00 0.00 4.00 3.00 0.00 0.00 0.00 1.00 3.79 0.21 Final Sat.: 3200 4800 0 0 6400 4800 0 0 0 1600 6071 329 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.16 0.14 0.00 0.00 0.09 0.11 0.00 0.00 0.00 0.16 0.27 0.27 Crit Moves: **** **** **** ********************************************************************************

Apx-109
Default Scenario Wed Jun 4, 2025 12:11:02 Page 4-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
TPO 2027 With Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #3 Campus Dr/Irvine Ave (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.466 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 4 1 0 1 0 3 0 0 1 1 2 0 2 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 635 241 152 702 0 451 826 460 0 0 0 Growth Adj: 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 654 248 152 702 0 451 826 460 0 0 0 Added Vol: 0 15 0 0 3 0 0 1 5 0 0 0 PasserByVol: 0 30 17 0 13 0 10 26 9 0 0 0 Initial Fut: 0 699 265 152 718 0 461 853 474 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 699 265 152 718 0 461 853 474 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 699 265 152 718 0 461 853 474 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 699 265 152 718 0 461 853 474 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.00 1.00 1.00 3.00 0.00 1.40 2.60 2.00 0.00 0.00 0.00 Final Sat.: 0 6400 1600 1600 4800 0 2245 4155 3200 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.11 0.17 0.10 0.15 0.00 0.21 0.21 0.15 0.00 0.00 0.00 Crit Moves: **** **** ****
********************************************************************************

Apx-110
Default Scenario Wed Jun 4, 2025 12:11:02 Page 5-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
TPO 2027 With Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Birch St (NS) at Bristol St North (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.508 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 2 0 0 0 0 1 1 2 0 0 0 0 0 1 1 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 161 276 0 0 330 527 0 0 0 419 1367 128 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 161 276 0 0 330 527 0 0 0 419 1367 128 Added Vol: 0 2 0 0 1 0 0 0 0 12 0 0 PasserByVol: 0 15 0 0 6 10 0 0 0 22 36 10 Initial Fut: 161 293 0 0 337 537 0 0 0 453 1403 138 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 161 293 0 0 337 537 0 0 0 453 1403 138 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 161 293 0 0 337 537 0 0 0 453 1403 138 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 161 293 0 0 337 537 0 0 0 453 1403 138 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 0.00 0.00 1.54 2.46 0.00 0.00 0.00 1.00 3.73 0.27 Final Sat.: 3200 3200 0 0 2468 3932 0 0 0 1600 5970 430 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.09 0.00 0.00 0.14 0.14 0.00 0.00 0.00 0.28 0.24 0.32 Crit Moves: **** **** **** ********************************************************************************

Apx-111
Default Scenario Wed Jun 4, 2025 12:11:02 Page 6-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
TPO 2027 With Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #5 Birch St (NS) at Bristol St South (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.371 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 2 1 1 2 0 2 0 0 1 1 2 1 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 239 274 188 460 0 253 894 105 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 239 274 188 460 0 253 894 105 0 0 0 Added Vol: 0 2 19 0 13 0 0 0 1 0 0 0 PasserByVol: 0 6 37 5 24 0 9 33 3 0 0 0 Initial Fut: 0 247 330 193 497 0 262 927 109 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 247 330 193 497 0 262 927 109 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 247 330 193 497 0 262 927 109 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 247 330 193 497 0 262 927 109 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.00 0.08 0.10 0.06 0.16 0.00 0.16 0.16 0.22 0.00 0.00 0.00 Crit Moves: **** **** ********************************************************************************

Apx-112
Default Scenario Wed Jun 4, 2025 12:11:02 Page 7-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
TPO 2027 With Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #6 Jamboree Rd (NS) at Bristol St North (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.365 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Permitted Permitted Permitted Rights: Ignore Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 2 1 1 0 0 3 1 1 0 0 0 0 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 617 1538 934 0 645 640 0 0 0 0 0 0 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 636 1584 962 0 664 659 0 0 0 0 0 0 Added Vol: 4 11 0 0 0 7 0 0 0 0 0 0 PasserByVol: 36 159 30 0 27 96 0 0 0 0 0 0 Initial Fut: 676 1754 992 0 691 762 0 0 0 0 0 0 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 676 1754 0 0 691 762 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 676 1754 0 0 691 762 0 0 0 0 0 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 676 1754 0 0 691 762 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Vol/Sat: 0.21 0.37 0.00 0.00 0.14 0.24 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: ****
********************************************************************************

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Default Scenario Wed Jun 4, 2025 12:11:02 Page 8-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
TPO 2027 With Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #7 Jamboree Rd (NS) at Bristol St South (EW) ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.583 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Protected Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 4 1 0 0 0 4 0 0 1 1 1 0 2 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 2025 71 0 647 0 738 566 901 0 0 0 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 2086 73 0 666 0 738 566 901 0 0 0 Added Vol: 0 4 0 0 0 0 11 2 6 0 0 0 PasserByVol: 0 93 0 0 26 0 113 13 39 0 0 0 Initial Fut: 0 2183 73 0 692 0 862 581 946 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2183 73 0 692 0 862 581 946 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2183 73 0 692 0 862 581 946 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 2183 73 0 692 0 862 581 946 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 4.84 0.16 0.00 4.00 0.00 1.79 1.21 2.00 0.00 0.00 0.00 Final Sat.: 0 7741 259 0 6400 0 2867 1933 3200 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.28 0.28 0.00 0.11 0.00 0.30 0.30 0.30 0.00 0.00 0.00 Crit Moves: **** **** **** ********************************************************************************

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Default Scenario Wed Jun 4, 2025 12:11:02 Page 9-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
TPO 2027 With Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #8 Irvine Ave (NS) at Orchard Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.451 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 1 0 3 0 0 0 0 0 0 0 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 763 13 36 1342 0 0 0 0 72 0 164 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 786 13 37 1382 0 0 0 0 72 0 164 Added Vol: 0 0 1 8 0 0 0 0 0 2 0 15 PasserByVol: 0 5 0 14 0 0 0 0 0 8 0 0 Initial Fut: 0 791 14 59 1382 0 0 0 0 82 0 179 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 791 14 59 1382 0 0 0 0 82 0 179 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 791 14 59 1382 0 0 0 0 82 0 179 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 791 14 59 1382 0 0 0 0 82 0 179 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 0.00 0.00 0.00 0.00 0.31 0.00 0.69 Final Sat.: 1600 4800 1600 1600 4800 0 0 0 0 503 0 1097 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.16 0.01 0.04 0.29 0.00 0.00 0.00 0.00 0.05 0.00 0.16 Crit Moves: **** **** **** ********************************************************************************

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Default Scenario Wed Jun 4, 2025 12:11:02 Page 10-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
TPO 2027 With Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #9 Birch St (NS) at Orchard Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.351 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 4 260 20 58 584 61 40 11 6 24 60 56 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 4 260 20 58 584 61 40 11 6 24 60 56 Added Vol: 0 0 0 0 0 14 22 0 0 0 0 0 PasserByVol: 0 0 0 0 0 25 37 0 0 0 0 0 Initial Fut: 4 260 20 58 584 100 99 11 6 24 60 56 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 4 260 20 58 584 100 99 11 6 24 60 56 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 4 260 20 58 584 100 99 11 6 24 60 56 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 4 260 20 58 584 100 99 11 6 24 60 56 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.86 0.14 1.00 1.71 0.29 1.00 0.65 0.35 1.00 0.52 0.48 Final Sat.: 1600 2971 229 1600 2732 468 1600 1035 565 1600 828 772 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.09 0.09 0.04 0.21 0.21 0.06 0.01 0.01 0.02 0.07 0.07 Crit Moves: **** **** **** **** ********************************************************************************

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Default Scenario Wed Jun 4, 2025 12:11:02 Page 11-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
TPO 2027 With Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #10 Mesa Dr (NS) at Birch St (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.218 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1! 0 0 0 0 1! 0 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Vol/Sat: 0.02 0.00 0.02 0.01 0.00 0.01 0.00 0.06 0.06 0.01 0.19 0.19 Crit Moves: **** **** **** **** ********************************************************************************

Apx-117
Default Scenario Wed Jun 4, 2025 12:11:02 Page 12-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
TPO 2027 With Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #11 Acacia St (NS) at Birch St (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.229 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Protected Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 0 0 0 8 0 29 4 196 0 0 635 4 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 8 0 29 4 196 0 0 635 4 Added Vol: 0 0 0 0 0 4 3 0 0 0 0 0 PasserByVol: 0 0 0 0 0 4 3 0 0 0 0 0 Initial Fut: 0 0 0 8 0 37 10 196 0 0 635 4 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 8 0 37 10 196 0 0 635 4 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 8 0 37 10 196 0 0 635 4 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 0 0 0 8 0 37 10 196 0 0 635 4 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.99 0.01 Final Sat.: 0 0 0 1600 0 1600 1600 3200 0 0 3180 20 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.01 0.00 0.02 0.01 0.06 0.00 0.00 0.20 0.20 Crit Moves: **** **** **** ********************************************************************************

Apx-118
Default Scenario Wed Jun 4, 2025 12:11:02 Page 13-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
TPO 2027 With Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #12 Irvine Ave (NS) at Mesa Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.467 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 1 1 0 2 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 78 635 165 2 1058 164 19 59 176 235 179 13 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 80 654 170 2 1090 169 19 59 176 235 179 13 Added Vol: 0 1 3 0 2 0 0 0 0 4 0 0 PasserByVol: 0 23 4 0 16 0 0 0 0 5 0 0 Initial Fut: 80 678 177 2 1108 169 19 59 176 244 179 13 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 80 678 177 2 1108 169 19 59 176 244 179 13 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 80 678 177 2 1108 169 19 59 176 244 179 13 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 80 678 177 2 1108 169 19 59 176 244 179 13 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 1.00 1.00 2.00 0.93 0.07 Final Sat.: 1600 4800 1600 1600 4800 1600 1600 1600 1600 3200 1492 108 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.05 0.14 0.11 0.00 0.23 0.11 0.01 0.04 0.11 0.08 0.12 0.12 Crit Moves: **** **** **** **** ********************************************************************************

Apx-119
Default Scenario Wed Jun 4, 2025 12:11:02 Page 14-1 -------------------------------------------------------------------------------- Acacia Atrium Medical Office Condos
TPO 2027 With Project
PM Peak Hour
-------------------------------------------------------------------------------- Level Of Service Computation Report
ICU 1(Loss as Cycle Length %) Method (Future Volume Alternative) ******************************************************************************** Intersection #13 Irvine Ave (NS) at University Dr (EW)
******************************************************************************** Cycle (sec): 100 Critical Vol./Cap.(X): 0.589 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): xxxxxx Optimal Cycle: 100 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 1 0 1 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module:

Base Vol: 97 635 45 88 1268 137 53 87 138 43 62 41 Growth Adj: 1.03 1.03 1.03 1.03 1.03 1.03 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 100 654 46 91 1306 141 53 87 138 43 62 41 Added Vol: 0 4 0 0 6 0 0 0 0 0 0 0 PasserByVol: 0 7 0 0 12 0 0 0 0 0 0 0 Initial Fut: 100 665 46 91 1324 141 53 87 138 43 62 41 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 100 665 46 91 1324 141 53 87 138 43 62 41 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 100 665 46 91 1324 141 53 87 138 43 62 41 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVolume: 100 665 46 91 1324 141 53 87 138 43 62 41 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module:

Sat/Lane: 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.00 1.00 1.00 0.60 0.40 Final Sat.: 1600 3200 1600 1600 3200 1600 1600 1600 1600 1600 963 637 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module:

Vol/Sat: 0.06 0.21 0.03 0.06 0.41 0.09 0.03 0.05 0.09 0.03 0.06 0.06 Crit Moves: **** **** **** **** ********************************************************************************

Apx-120

APPENDIX D

APPROVED PROJECTS LIST
Apx-121
Traffic Phasing Data
Projects Less than 100% Complete
Project Number Project Name Percent Completed
148 FASHION ISLAND EXPANSION 40
154 TEMPLE BAT YAHM EXPANSION 65
945 HOAG HOSPITAL PHASE III 0
949 ST. MARK PRESBYTERIAN CHURCH 77
955 2300 NEWPORT BLVD (VUE) 30
958 HOAG HEALTH CENTER 500-540 SUPERIOR 95
959 NORTH NEWPORT CENTER 0
971 BACK BAY LANDING 300 ECH 0
977 BALBOA MARINA WEST 0
979 NEWPORT CROSSINGS 0
980 Museum House - Vivante Senior Center 0
981 Uptown Newport: Phase 1 - Trans Devel Rights (TDR) 53 982 Uptown Newport: Phase 2 Only 0
983 Residences at 4400 VK 0
984 Picerne Residential (1300 Bristol St N) 0
986 2510 WCH Residential and Mother's Market 0
987 Pacifica Christian HS 0
988 1400 Bristol St N Residences 0
989 Sage Hill Middle School Expansion 0
990 1600 Dove St Residences 0
991 TTC Newporter Pickleball 0
992 3300 Irvine Ave - Newport Irvine Medical Office 0
4/24/25, 8:34 AM Report - Traffics
https://staff.newportbeachca.gov/Traffics/Home/Report 1/6 Apx-122
Approved Projects 80% Volume Summary Intersection Report

NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR
AM 0 29 12 0 0 0 0 0 0 29 12 0 0 0 0 0
PM 0 25 37 0 0 0 0 0 0 25 37 0 0 0 0 0

NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR
AM 8 4 0 0 0 8 0 0 4 0 0 0 0 0 0 0
PM 7 12 0 0 0 7 0 0 12 0 0 0 0 0 0 0

NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR
AM 12 23 0 2 0 8 4 0 23 0 0 0 0 2 0 0
PM 27 16 0 5 0 23 4 0 16 0 0 0 0 5 0 0

NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR
AM 6 16 0 3 0 6 0 16 0 0 0 0 0 3 0 0
PM 5 14 0 8 0 5 0 14 0 0 0 0 0 8 0 0
Intersection (4307 ::: BIRCH ST / ORCHARD DR)
Intersection (4090 ::: IRVINE AVE / UNIVERSITY DR )
Intersection (4103 ::: IRVINE AVE / MESA DR )
Intersection (4151 ::: IRVINE AVE / ORCHARD DR [C] )
4/24/25, 8:34 AM Report - Traffics
https://staff.newportbeachca.gov/Traffics/Home/Report 3/6 Apx-123
Approved Projects 80% Volume Summary Intersection Report

NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR
AM 0 1 3 0 0 0 0 0 0 1 3 0 0 0 0 0
PM 0 4 3 0 0 0 0 0 0 4 3 0 0 0 0 0

NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR
AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR
AM 11 29 19 0 0 10 1 0 29 0 5 3 11 0 0 0
PM 47 13 45 0 0 30 17 0 13 0 10 26 9 0 0 0

NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR
AM 13 89 3 0 0 2 11 60 29 0 0 0 3 0 0 0
PM 43 29 45 0 0 6 37 5 24 0 9 33 3 0 0 0
Intersection (4153 ::: MESA DR / ACACIA AVE )
Intersection (4154 ::: MESA DR / BIRCH ST )
Intersection (4155 ::: IRVINE AVE / CAMPUS DR BRISTOL ST) Intersection (4160 ::: BRISTOL ST / BIRCH ST )
4/24/25, 8:34 AM Report - Traffics
https://staff.newportbeachca.gov/Traffics/Home/Report 4/6 Apx-124
Approved Projects 80% Volume Summary Intersection Report

NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR
AM 37 61 94 0 0 37 0 0 61 0 33 21 40 0 0 0
PM 93 26 165 0 0 93 0 0 26 0 113 13 39 0 0 0

NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR
AM 15 12 0 128 6 9 0 0 12 0 0 0 0 17 111 0
PM 40 8 0 42 19 21 0 0 8 0 0 0 0 5 37 0

NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR
AM 2 54 0 185 0 2 0 0 20 34 0 0 0 70 95 20
PM 15 16 0 68 0 15 0 0 6 10 0 0 0 22 36 10

NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR
AM 88 148 0 0 9 62 17 0 61 87 0 0 0 0 0 0
PM 225 123 0 0 36 159 30 0 27 96 0 0 0 0 0 0
Intersection (4170 ::: JAMBOREE RD / BRISTOL ST )
Intersection (4172 ::: CAMPUS DR / BRISTOL ST N )
Intersection (4175 ::: BRISTOL ST N / BIRCH ST )
Intersection (4190 ::: JAMBOREE RD / BRISTOL ST N )
4/24/25, 8:34 AM Report - Traffics
https://staff.newportbeachca.gov/Traffics/Home/Report 5/6 Apx-125
Approved Projects 80% Volume Summary Intersection Report

NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR
AM 25 76 70 174 8 12 5 18 38 20 9 50 11 41 122 11
PM 95 52 164 113 21 32 42 12 12 28 16 136 12 18 76 19
Intersection (4275 ::: JAMBOREE RD / MACARTHUR BLVD )
4/24/25, 8:34 AM Report - Traffics
https://staff.newportbeachca.gov/Traffics/Home/Report 6/6 Apx-126

APPENDIX E

TPO ONE-PERCENT THRESHOLD ANALYSIS
Apx-127

NB SB EB WB NB SB EB WB NB SB EB WB NB SB EB WB

1. MacArthur Blvd (NS) at Jamboree Rd (EW) 1403 886 1337 1345 15 9 14 14 5 0 3 3 No No No No

2. Campus Dr (NS) at Bristol St North (EW) 1534 396 0 1350 16 4 0 14 4 3 0 0 No No No No

3. Irvine Ave/Campus Dr (NS) at Bristol St South (EW) 953 522 2688 0 10 6 27 0 5 3 8 0 No No No No

4. Birch St (NS) at Bristol St North (EW) 801 287 0 1905 9 3 0 20 1 2 0 14 No No No No

5. Birch St (NS) at Bristol St South (EW) 477 597 1821 0 5 7 19 0 7 16 2 0 Yes Yes No No

6. Jamboree Rd (NS) at Bristol St North (EW) 2711 1284 0 0 28 13 0 0 8 8 0 0 No No No No

7. Jamboree Rd (NS) at Bristol St South (EW) 1637 821 2555 0 17 9 26 0 5 0 6 0 No No No No

8. Irvine Ave (NS) at Orchard Dr (EW) 971 847 0 70 10 9 0 1 2 9 0 6 No Yes No Yes

9. Birch St (NS) at Orchard Dr (EW) 412 431 52 107 5 5 1 2 0 17 7 0 No Yes Yes No

10. Mesa Dr (NS) at Birch St (EW) 43 5 462 148 1 1 5 2 0 0 0 0 No No No No

11. Acacia St (NS) at Birch St (EW) 0 9 501 160 0 1 6 2 0 1 3 0 No Yes No No

12. Irvine Ave (NS) at Mesa Dr (EW) 1385 805 453 166 14 9 5 2 5 1 0 1 No No No No

13. Irvine Ave (NS) at University Dr (EW) 1377 979 378 94 14 10 4 1 5 2 0 0 No No No No

NB SB EB WB NB SB EB WB NB SB EB WB NB SB EB WB

1. MacArthur Blvd (NS) at Jamboree Rd (EW) 1431 1640 1352 1383 15 17 14 14 4 0 10 3 No No No No

2. Campus Dr (NS) at Bristol St North (EW) 1167 1155 0 1991 12 12 0 20 15 3 0 0 Yes No No No

3. Irvine Ave/Campus Dr (NS) at Bristol St South (EW) 949 867 1782 0 10 9 18 0 15 3 6 0 Yes No No No

4. Birch St (NS) at Bristol St North (EW) 452 873 0 1982 5 9 0 20 2 1 0 12 No No No No

5. Birch St (NS) at Bristol St South (EW) 556 677 1297 0 6 7 13 0 21 13 1 0 Yes Yes No No

6. Jamboree Rd (NS) at Bristol St North (EW) 3407 1446 0 0 35 15 0 0 15 7 0 0 No No No No

7. Jamboree Rd (NS) at Bristol St South (EW) 2252 692 2370 0 23 7 24 0 4 0 19 0 No No No No

8. Irvine Ave (NS) at Orchard Dr (EW) 804 1433 0 244 9 15 0 3 1 8 0 17 No No No Yes

9. Birch St (NS) at Orchard Dr (EW) 284 728 94 140 3 8 2 2 0 14 22 0 No Yes Yes No

10. Mesa Dr (NS) at Birch St (EW) 36 14 204 624 1 1 3 7 0 0 0 0 No No No No

11. Acacia St (NS) at Birch St (EW) 0 41 203 639 0 1 3 7 0 4 3 0 No Yes Yes No

12. Irvine Ave (NS) at Mesa Dr (EW) 931 1277 254 432 10 13 3 5 4 2 0 4 No No No No

13. Irvine Ave (NS) at University Dr (EW) 807 1550 278 146 9 16 3 2 4 6 0 0 No No No No 1% of TPO Volume
PM Peak Hour Project Volume
AM Peak Hour Project Volume
Traffic Phasing Ordinance (TPO) One-Percent Threshold Calculations ID Study Intersection
PM Peak Hour Approach Totals
TPO Year 2027 Without Project
AM Peak Hour Approach Totals
TPO Year 2027 Without Project Threshold Met?
Threshold Met?
1% of TPO Volume
ID Study Intersection
Acacia Atrium Medical Office Condos
Traffic Impact Analysis
19822
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GANDDINI GROUP INC.

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Newport Beach City CouncilApril 14, 2026

Newport Beach City Council
April 14, 2026