Att. 4 Hanson Hotel_15183 Exemption and Initial Study.pdf — San Clemente City Council, May 19, 2026 (part 3 of 3)

Data Collection
Fehr & Peers collected the following traffic data in support of the assessment.

Traffic Counts
Peak hour vehicle turning movement counts were collected on a day with fair weather while school was in session. Peak hour traffic counts are presented on Figure 2 in Appendix B. Traffic counts were collected at the following City intersections:
o Avenida Pico & El Camino Real (Signalized)
o Avenida Estacion & El Camino Real (Signalized)
o Avenida Pico & Calle Deshecha (Two-Way Stop Control)
o Avenida Pico & Avenida Vista Hermosa (Signalized)
Cumulative Development Projects
Fehr & Peers requested Pending and approved development project information (within two miles of the Project) from the City of San Clemente. Projects were included in the future forecasting if they were expected to be completed and in operation by the Project’s opening year (2026).

The “Miramar Events Center” (Miramar) project that is under construction directly Southeast of the Hansen Hotel and has the greatest effect on traffic forecasting. An OC Register article1 identified the last readily available description of the Miramar’s parking situation utilized in project trip routing. As the Miramar may use existing parking southwest of Avenida Pico and Calle Deshecha, parking access is assumed to be at the northern driveway of the parking lot along Calle Deshecha and at the eastern driveway along Avenida Pico. A local news outlet2 identifies the most readily available square footage estimates utilized to forecast vehicle trips which were incorporated into the Opening Year for analysis.

Trip Generation
Trip generation rates from Trip Generation, 11th Edition (Institute of Transportation Engineers [ITE], 2021) for Hotel (ITE Code 310), Fine Dining (ITE Code 931), and Café (Public Walk-Up) (ITE Code 936) were used to represent the Project. Trip generation rates are presented in Table 1 and used 1 https://web.archive.org/web/20240313041743/https://www.ocregister.com/2017/06/14/shuttered-for-25- years-san-clementes-historic-miramar-theater-moves-closer-to-new-life-as-events-center/ 2 https://web.archive.org/web/20240525141242/https://www.picketfencemedia.com/sanclementetimes/eyeon-sc/miramar-theater-soon-up-for-sale-again/article_df009b4e-0efa-11ef-9555-03cfde1c816a.html Jorden Segraves
January 17, 2025

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to estimate the daily, AM peak hour, and PM peak hour trips associated with the Project in Table

2. Table 1: The Hansen Hotel Trip Generation Rates
Land Use ITE Land
Use Code Units Daily Rate
AM Peak Hour PM Peak Hour
Rate In Out Rate In Out
Hotel 310 Rooms 7.99 0.46 56% 44% 0.59 51% 49%
Fine Dining 931 KSF 83.84 0.73 - - 7.80 67% 33%
Café (Public Walk-Up) 936 KSF - 93.08 51% 49% 32.29 50% 50% Notes:

1.KSF = 1,000 square feet

2. Sources: Trip Generation Manual 11th Edition (Institute of Transportation Engineers, 2021) Table 2: Project Trip Generation Estimates
Land Use ITE Land
Use Code Units Daily Trips
AM Peak Hour PM Peak Hour
In Out Total In Out Total
Hotel 310 Rooms 487 16 12 28 18 18 36
Fine Dining 931 KSF 213 2 0 2 13 7 20
Café (Public Walk-Up) 936 KSF 931 14 13 27 5 4 9
Total Trip Generation 1,631 32 25 57 36 29 65
ITE’s Fine Dining (Land Use Code 931) does not provide an AM in and out distribution, so the trips generated for the AM peak are assumed as early morning preparation and management.

Additionally, ITE’s Coffee/Donut Shop without Drive-Through Window (Land Use Code 936) does not have a daily trip generation rate and was estimated by applying a 10% K-factor to the highest peak hour (AM) to estimate daily trips.

As presented in Table 2, the Project is expected to generate approximately 1,631 daily trips, including 57 trips (32 in/25 out) in the AM peak hour and 65 trips (36 in/29 out) in the PM peak hour.

This trip generation estimate is considered conservative as no trip internalization credits nor passby trip reductions have been applied to the trip generation, despite the project being within a Transit Priority Area (TPA) and proposing a San Clemente Trolley stop in front of the hotel.

Jorden Segraves
January 17, 2025

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Project Trip Distribution and Assignment
Trip distribution for the project is shown on Figure 1 in Appendix B. Most trips (70%) are assumed to take Avenida Pico to the I-5 freeway for regionwide access to and from the Project. The remaining hotel guest trips are assumed to be to local destinations such as the local beaches, golf courses, restaurants and other businesses. Café and rooftop dining trips area also assumed to have a local draw along El Camino Real. Peak hour traffic forecasts are presented on Figure 2 in Appendix B.

Study Scenarios
Operations analysis was prepared for the following three scenarios:
x Existing (2024) Baseline Conditions – Consists of existing condition traffic turning movement counts collected at the study intersections based on vehicle, pedestrian and cyclist data collected on December 5th, 2024
x Opening Year (2026) Without Project Conditions – Traffic volumes were developed by applying an annual growth rate with the addition of traffic from nearby approved and pending development projects
x Opening Year (2026) With Project Conditions – Opening Year Without Project Conditions traffic volumes plus traffic generated by the proposed Project Signal Warrant Analysis
The California Manual on Uniform Traffic Control Devices (CA MUTCD) Chapter 4C identifies nine signal warrants to guide the justification for a new traffic signal:
x Warrant 1: Eight-Hour Vehicle Volume
x Warrant 2: Four-Hour Vehicle Volume
x Warrant 3: Peak Hour
x Warrant 4: Pedestrian Volume
x Warrant 5: School Crossing
x Warrant 6: Coordinated Signal System
x Warrant 7: Crash Experience
x Warrant 8: Roadway Network
x Warrant 9: Intersection Near a Grade Crossing
Many of these warrants are not applicable or data is not readily available. Additionally, eight- and four-hour vehicle volumes cannot be forecasted reliably. Fehr & Peers focused on Peak Hour signal warrant (Warrant 3) as traffic volumes can be forecasted using standard industry practices Jorden Segraves
January 17, 2025

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and it is typically the first volume-related warrant satisfied. Given the mixed-use and multimodal nature of the project vicinity, the Pedestrian Volume (Warrant 4) was also analyzed.

Per the CA MUTCD, the Peak Hour signal warrant is intended for use at a location where traffic conditions are such that, for a minimum of one hour (any four consecutive 15-minute periods) on an average day, the minor-street traffic suffers undue delay when entering or crossing the major street. The warrant reviews total stopped time delay experienced on the minor street approach, minor-street approach volumes, and total intersection volumes. The Pedestrian Volume Warrant determines whether a major street’s traffic impedes pedestrian crossings.

As shown in the worksheets in Appendix C, neither warrants were met under the Opening Year (2026) with Project Scenario. It should be noted that pedestrian traffic counts were collected in December, which may not be reflective of peak pedestrian traffic conditions. Traffic Signal Warrant 4 requires in excess of 200 pedestrians in the peak hour to satisfy the warrant, which may only occur during the busiest of summer beach activity, and would not satisfy the typical warrant which evaluates average activity.

While signal warrants were not met, operational analysis was performed on Avenida Pico and Calle Deshecha to understand how it would operate under Opening Year (2026) With Project Conditions.

Intersection Operations Analysis
Intersection operating conditions were evaluated using the Intersection Capacity Utilization (ICU) methodology to evaluate LOS at signalized intersections and the Transportation Research Board (TRB) Highway Capacity Manual (HCM) 7th Edition methodology to evaluate LOS at unsignalized intersections and turn pocket queueing capacity at signalized intersections.

ICU methodology is a standard evaluation approach and reports the volume-to-capacity (V/C) ratio at signalized intersections. The V/C ratio is determined by evaluating the critical movements for each intersection and comparing them to the critical movement capacity of the intersection.

The HCM 7th Edition methodology for signalized and unsignalized intersections estimates the average control delay for vehicles at the intersection. After V/C ratio and quantitative delay estimates are complete, each methodology assigns a qualitative letter grade to represent the operations of the intersection. These grades range from LOS A (minimal delay) to LOS F (excessive congestion). LOS E represents at-capacity operations. The LOS definitions are presented in Table

5. Jorden Segraves
January 17, 2025

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Table 5: LOS Definitions for Intersections
Level of
Service Description Volume-to-Capacity (V/C) Ratio
Unsignalized
Delay (Seconds)
A Operations with very low delay occurring with favorable progression and/or short cycle length 0.000-0.600 < 10.0 B Operations with low delay occurring with good
progression and/or short cycle lengths 0.601-0.700 >10.0 to 15.0 C
Operations with average delays resulting from fair
progression and/or longer cycle lengths. Individual cycle failures begin to appear

0.701-0.800 >15.0 to 25.0
D
Operations with longer delays due to a combination of
unfavorable progression, long cycle lengths, or high V/C ratios. Many vehicles stop and individual cycle failures are noticeable

0.801-0.900 >25.0 to 35.0
E
Operations with high delay values indicating poor
progression, long cycle lengths, and high V/C ratios.

Individual cycle failures are frequent occurrences

0.901-1.000 >35.0 to 50.0
F
Operation with delays unacceptable to most drivers
occurring due to over saturation, poor progression, or
very long cycle lengths
Greater than 1.000 >50.0
Source: Highway Capacity Manual 7th Edition (Transportation Research Board, 2022).

Fehr & Peers used Vistro traffic operations analysis software to conduct ICU analysis and Synchro for HCM analysis. Table 6 presents Existing Conditions, Table 7 presents Opening Year No Project Conditions and Table 8 presents Opening Year Plus Project results. For the HCM analysis, “Right Turn On Red” volumes were not considered to provide a conservative delay estimate. Vistro and Synchro worksheets are provided in Appendix D.

Per City guidelines, LOS D is identified as the performance threshold for the Project. As shown in the Tables below, the study intersections are forecast to operate acceptably with and without the addition of Project traffic. Therefore, no infrastructure improvements are recommended with the Project.

Jorden Segraves
January 17, 2025

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Table 6: Existing No Project (2024) LOS
Intersection Control
Type Period LOS Result V/C Ratio / Delay Results
1 Avenida Pico & El Camino Real Signal
AM A 0.42
PM A 0.39
2 Avenida Estacion & El Camino Real Signal
AM A 0.21
PM A 0.20
3 Avenida Pico & Calle Deshecha TWSC AM B 11.6 s (EB)
PM B 10.5 s (EB)
4 Vista Hermosa & Avenida Pico Signal
AM A 0.33
PM A 0.32
Note: TWSC LOS Results are representative of intersection movement with the worst LOS/Delay.

Source: Fehr & Peers, 2025.

Table 7: Opening Year (2026) No Project Intersection LOS Intersection Control
Type Period LOS Result V/C Ratio / Delay Results
1 Avenida Pico & El Camino Real Signal
AM A 0.44
PM A 0.44
2 Avenida Estacion & El Camino Real Signal
AM A 0.22
PM A 0.26
3 Avenida Pico & Calle Deshecha TWSC AM B 13.3 s (EB)
PM B 11.6 s (EB)
4 Vista Hermosa & Avenida Pico Signal
AM A 0.34
PM A 0.45
Note: TWSC LOS Results are representative of intersection movement with the worst LOS/Delay.

Source: Fehr & Peers, 2025.

Jorden Segraves
January 17, 2025

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Table 8: Opening Year (2026) Plus Project Intersection LOS Intersection Control
Type Period LOS Result V/C Ratio / Delay Results
1 Avenida Pico & El Camino Real Signal
AM A 0.45
PM A 0.45
2 Avenida Estacion & El Camino Real Signal
AM A 0.23
PM A 0.27
3 Avenida Pico & Calle Deshecha TWSC AM C 16.2 s (EB)
PM C 13.9 s (EB)
4 Vista Hermosa & Avenida Pico Signal
AM A 0.34
PM A 0.45
Note: TWSC LOS Results are representative of intersection movement with the worst LOS/Delay.

Source: Fehr & Peers, 2025
Queueing Analysis
As the Project is near the San Clemente Metrolink Station, the Station’s major access point of Avenida Estacion and El Camino Real required queueing analysis. Synchro can determine 50th and 95th percentile queue lengths to evaluate turn pocket performance. As shown in Table 9, the intersection’s Westbound Left movement is forecast to adequately serve 95th percentile queue demand across all scenarios.

Table 9: El Camino Real and Avenida Estacion Westbound Left Queue Estimates Intersection Scenario Time
Period
Turn Pocket
Length (ft)
50th Percentile
Queue Length (ft)
95th Percentile
Queue Length (ft)
2 Avenida Estacion &
El Camino Real
Existing
AM
175
2 26
PM 1 17
OYNP
AM 3 31
PM 2 26
OYPP
AM 11 51
PM 14 49
Source: Fehr & Peers, 2025.

Jorden Segraves
January 17, 2025

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Conclusion
During Opening Year (2026) with Project conditions, all intersections performed at least at LOS C, which satisfies the city’s requirement of LOS D, and do not require additional infrastructure improvements. Forecasted Opening Year with Project volumes did not meet signal warrants for the TWSC intersection of Avenida Pico and Calle Deshecha and signalization of this intersection is not recommended. The existing westbound left turn pocket functions adequately under the forecast traffic demand and does not require extensions.

Appendices
A) Site Plan
B) Figures
C) Signal Warrant Worksheets
D) LOS and Queueing Worksheets
E) Existing Study Intersection Turning Movement Counts
F) Project Delivery Operations Memorandum

Appendix A: Site Plan

Appendix B: Figures
Figure
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3 (4)
17 (20)
5 (6)
0 (0)
0 (0)
0 (0) 22 (25) 0 (0)
0 (0)
0 (0)
6 (7)
0 (0)

1. Avenida Pico/El Camino Real
0 (0)0 (0)
0 (0)
3 (4)
4 (3)
22 (26)

2. Avenida Estacion/El Camino Real
0 (0)0 (0)
25 (30)
0 (0)0 (0) 0 (0)
0 (0)
0 (0)
0 (0)

3. Avenida Pico/Calle Deshecha
0 (0)
17 (20)0 (0) 0 (0)
0 (0)
22 (25)

4. Vista Hermano/Avenida Pico
26 (29)
31 (36)
0 (0)

5. Project Driveway/El Camino Real
El Camino Real
Avenida Pico
El Camino Real
Avenida Estacion
Calle Deshecha
Avenida Pico
Avenida Pico
Vista Hermano
El Camino Real
Project Driveway
STOP
D
D
D
D
E
G
B
G
B
E
D
B
G
E
F
E
STOP
C
D
0 (0)
Figure
Traffic VolumesDQG/DQH&RQILJXUDWLRQV
([LVWLQJ2<132<336FHQDULRV
62 (40)
183 (128)
16 (21)
152 (178)
210 (360)
17 (29) 170 (241) 98 (122)
232 (310)
178 (182)
209 (268)
28 (37)

1. Avenida Pico/El Camino Real
23 (20)29 (19)
350 (548)
19 (21)
420 (533)
21 (16)

2. Avenida Estacion/El Camino Real
11 (7)
170 (69)
38 (39)
0 (0)
11 (15)25 (48) 116 (139)
54 (82)
3 (9)
0 (0)

3. Avenida Pico/Calle Deshecha
224 (208)
289 (293)202 (296) 123 (175)
133 (284)
284 (397)

4. Vista Hermosa/Avenida Pico
379 (567)0 (0)
0 (0)
441 (549)

5. 3URMHFW'ULYHZD\/El Camino Real
El Camino Real
Avenida Pico
Calle Deshecha
Avenida Pico
Avenida Pico
Vista Hermosa
El Camino Real El Camino Real STOP STOP
STOP
AE
AACE
AACF
ACE
CE
G
ACC
B
E
D
AACC
AAF
CCF
CC
F
CE
61 (38)
168 (115)
8 (16)
145 (168)
208 (343)
14 (24) 167 (229) 76 (79)
231 (299)
177 (176)
207 (257)
16 (16)

1. Avenida Pico/El Camino Real
19 (17)22 (14)
346 (526)
16 (17)
413 (506)
16 (8)

2. Avenida Estacion/El Camino Real
10 (6)
169 (66)
16 (25)
0 (0)
9 (13)17 (33) 88 (86)
53 (79)
2 (8)
0 (0)

3. Avenida Pico/Calle Deshecha
223 (201)
267 (270)201 (286) 120 (160)
130 (266)
259 (341)

4. Vista Hermosa/Avenida Pico
El Camino Real
Avenida Pico
Calle Deshecha
Avenida Pico
Avenida Pico
Vista Hermosa
El Camino Real
STOP
STOP
AE
AACE
AACF
ACE
CE
G
ACC

B
E
D
AACC
AAF
CCF
65 (44)
200 (148)
21 (27)
152 (178)
210 (360)
17 (29) 192 (266) 98 (122)
232 (310)
178 (182)
215 (275)
28 (37)

1. Avenida Pico/El Camino Real
23 (20)29 (19)
350 (548)
22 (25)
424 (536)
43 (42)

2. Avenida Estacion/El Camino Real
11 (7)
170 (69)
63 (69)
0 (0)
11 (15)25 (48) 116 (139)
54 (82)
3 (9)
0 (0)

3. Avenida Pico/Calle Deshecha
224 (208)
306 (313)202 (296) 123 (175)
133 (284)
306 (422)

4. Vista Hermosa/Avenida Pico
379 (567)26 (29)
31 (36)
441 (549)
El Camino Real
Avenida Pico
Calle Deshecha
Avenida Pico
Avenida Pico
Vista Hermosa
El Camino Real El Camino Real STOP STOP
STOP
AE
AACE
AACF
ACE
CE
G
ACC

B
E
D
AACC
AAF
CCF
CC
F
CE
3URMHFW'ULYHZD\

5. 3URMHFW'ULYHZD\/El Camino Real 3URMHFW'ULYHZD\
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Appendix C: Signal Warrant
Worksheets
Project Hansen Hotel
Major Street Avenida Pico Scenario OYPP
Minor Street Calle Deshecha Peak Hour AM
Turn Movement Volumes Major Street Direction

NB SB EB WB
Left 10 0 63 0 x North/South
Through 170 116 0 3 East/West
Right 0 25 11 54
Total 180 141 74 57
Intersection Geometry
1 4

16.87 Approach with Worst Case Delay WB
57 Stopped Delay (seconds per vehicle)
Total Vehicles on Approach
Number of Approach Lanes for Minor Street
Worst Case Delay for Minor Street
Not Met
OYPP
Limiting Value
Condition Satisfied?
Warrant Met
Warrant 3A, Peak Hour
NO
Total Approaches
Peak Hour Delay on
Minor Approach
(vehicle-hours)
Peak Hour Volume
on Minor Approach
(vph)
Peak Hour Entering
Volume Serviced
(vph)
Not Met Not Met

0.3 74 452
4 100 800
Project Hansen Hotel
Major Street Avenida Pico Scenario OYPP
Minor Street Calle Deshecha Peak Hour AM
Turn Movement Volumes Major Street Direction

NB SB EB WB
Left 10 0 63 0 x North/South
Through 170 116 0 3 East/West
Right 0 25 11 54
Total 180 141 74 57
11 NO
Number of Approach Lanes
* Note: Traffic Volume for Major Street is Total Volume of Both Approches.

Traffic Volume for Minor Street is the Volume of High Volume Approach.

Traffic Volume (VPH) * 321 74
Major Street Minor Street Warrant Met Avenida Pico Calle Deshecha 0 100
200
300
400
500
600
100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 Minor Street Higher Volume Approach - VPH
Major Street - Total of Both Approaches - Vehicle Per Hour (VPH) Warrant 3B, Peak Hour
* Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane.

Source: California Manual on Uniform Traffic Control Devices, Caltrans, 2014 150*
100*
2 or More Lanes & 2 or More Lanes
1 Lane & 1 Lane
2 or More Lanes & 1 Lane
Project Hansen Hotel
Major Street Avenida Pico Scenario OYPP
Minor Street Calle Deshecha Peak Hour PM
Turn Movement Volumes Major Street Direction

NB SB EB WB
Left 7 0 69 0 x North/South
Through 69 139 0 9 East/West
Right 0 48 15 82
Total 76 187 84 91
Intersection Geometry
1 4

13.87 Approach with Worst Case Delay WB
91 Warrant Met
Warrant 3A, Peak Hour
NO
Total Approaches
Peak Hour Delay on
Minor Approach
(vehicle-hours)
Peak Hour Volume
on Minor Approach
(vph)
Peak Hour Entering
Volume Serviced
(vph)
Not Met Not Met
91 438
4 100 800
Stopped Delay (seconds per vehicle)
Total Vehicles on Approach
Number of Approach Lanes for Minor Street
Worst Case Delay for Minor Street
Not Met
OYPP
Limiting Value
Condition Satisfied?

0.4 Project Hansen Hotel
Major Street Avenida Pico Scenario OYPP
Minor Street Calle Deshecha Peak Hour PM
Turn Movement Volumes Major Street Direction

NB SB EB WB
Left 7 0 69 0 x North/South
Through 69 139 0 9 East/West
Right 0 48 15 82
Total 76 187 84 91
Major Street Minor Street Warrant Met Avenida Pico Calle Deshecha 11 NO
Number of Approach Lanes
* Note: Traffic Volume for Major Street is Total Volume of Both Approches.

Traffic Volume for Minor Street is the Volume of High Volume Approach.

Traffic Volume (VPH) * 263 91
0 100
200
300
400
500
600
100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 Minor Street Higher Volume Approach - VPH
Major Street - Total of Both Approaches - Vehicle Per Hour (VPH) Warrant 3B, Peak Hour
* Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane.

Source: California Manual on Uniform Traffic Control Devices, Caltrans, 2014 150*
100*
2 or More Lanes & 2 or More Lanes
1 Lane & 1 Lane
2 or More Lanes & 1 Lane
2<33 AM & PM
0 100
200
300
400
500
600
700
250 350 450 550 650 750 850 950 1050 1150 1250 1350 1450 1550 1650 1750

TOTAL OF ALL

PEDESTRAINS

CROSSING

MAJOR STREET -

PEDESTRIANS

PER HOUR (PPH)

MAJOR STREET - TOTAL OF BOTH APPROACHES -
VEHICLES PER HOUR (VPH)…
*Note: 133 pph applies as the lower threshold volume.

Figure 4C-7. Warrant 4, Pedestrian Peak Hour Existing
Appendix D: LOS and Queueing
Worksheets
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3: Avenida Pico & Calle Deshecha 01/14/2025
Exg_AM 3:30 am 01/06/2025 Baseline Synchro 12 Report

Page 1 ends

Intersection
Int Delay, s/veh 2.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 16 0 9 0 2 53 10 169 0 0 88 17
Future Vol, veh/h 16 0 9 0 2 53 10 169 0 0 88 17
Conflicting Peds, #/hr 205205206206
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 72 72 72 72 72 72 72 72 72 72 72 72
Heavy Vehicles, % 333333333333
Mvmt Flow 22 0 13 0 3 74 14 235 0 0 122 24
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 409 403 145 390 414 240 152 0 - - - 0 Stage 1 140 140 - 263 263 - ------
Stage 2 269 263 - 127 152 - ------
Critical Hdwy 7.13 6.53 6.23 7.13 6.53 6.23 4.13 - - - - - Critical Hdwy Stg 1 6.13 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.13 5.53 - - - - - - - Follow-up Hdwy 3.527 4.027 3.327 3.527 4.027 3.327 2.227----- Pot Cap-1 Maneuver 551 535 900 567 527 797 1423 - 0 0 - - Stage 1 861 779 - 740 689 - - - 0 0 - -
Stage 2 735 689 - 874 770 - - - 0 0 - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 487 526 890 551 518 793 1415 -----
Mov Cap-2 Maneuver 487 526 - 551 518 - ------
Stage 1 856 774 - 732 682 - ------
Stage 2 653 682 - 858 765 - ------
Approach EB WB NB SB
HCM Control Delay, s/v11.58 10.13 0.42 0

HCM LOS B B
Minor Lane/Major Mvmt NBL NBT EBLn1WBLn1 SBT SBR
Capacity (veh/h) 101 - 581 778 - -
HCM Lane V/C Ratio 0.01 - 0.06 0.098 - -
HCM Control Delay (s/veh) 7.6 0 11.6 10.1 - -
HCM Lane LOS AABB - -
HCM 95th %tile Q(veh) 0 - 0.2 0.3 - -
HCM 7th TWSC
3: Avenida Pico & Calle Deshecha 01/14/2025
Exg_PM 3:54 am 01/06/2025 Baseline Synchro 12 Report

Page 1 ends

Intersection
Int Delay, s/veh 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 25 0 13 0 8 79 6 66 0 0 86 33
Future Vol, veh/h 25 0 13 0 8 79 6 66 0 0 86 33
Conflicting Peds, #/hr 104401200002
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 81 81 81 81 81 81 81 81 81 81 81 81
Heavy Vehicles, % 333333333333
Mvmt Flow 31 0 16 0 10 98 7 81 0 0 106 41
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 231 225 133 206 245 82 149 0 - - - 0 Stage 1 129 129 - 96 96 - ------
Stage 2 102 96 - 110 149 - ------
Critical Hdwy 7.13 6.53 6.23 7.13 6.53 6.23 4.13 - - - - - Critical Hdwy Stg 1 6.13 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.13 5.53 - - - - - - - Follow-up Hdwy 3.527 4.027 3.327 3.527 4.027 3.327 2.227----- Pot Cap-1 Maneuver 722 672 914 749 655 974 1426 - 0 0 - - Stage 1 873 788 - 908 813 - - - 0 0 - -
Stage 2 901 813 - 893 772 - - - 0 0 - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 635 668 909 729 650 973 1424 -----
Mov Cap-2 Maneuver 635 668 - 729 650 - ------
Stage 1 871 786 - 903 809 - ------
Stage 2 796 809 - 873 771 - ------
Approach EB WB NB SB
HCM Control Delay, s/v10.45 9.37 0.63 0

HCM LOS B A
Minor Lane/Major Mvmt NBL NBT EBLn1WBLn1 SBT SBR
Capacity (veh/h) 150 - 708 931 - -
HCM Lane V/C Ratio 0.005 - 0.066 0.115 - -
HCM Control Delay (s/veh) 7.5 0 10.4 9.4 - -
HCM Lane LOS AABA - -
HCM 95th %tile Q(veh) 0 - 0.2 0.4 - -
HCM 7th TWSC
3: Avenida Pico & Calle Deshecha 01/16/2025
OYNP_AM 4:14 am 01/06/2025 Baseline Synchro 12 Report

Page 1 ends

Intersection
Int Delay, s/veh 3.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 38 0 11 0 3 54 11 170 0 0 116 25
Future Vol, veh/h 38 0 11 0 3 54 11 170 0 0 116 25
Conflicting Peds, #/hr 205205206206
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 72 72 72 72 72 72 72 72 72 72 72 72
Heavy Vehicles, % 333333333333
Mvmt Flow 53 0 15 0 4 75 15 236 0 0 161 35
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 458 451 189 433 469 241 202 0 - - - 0 Stage 1 184 184 - 267 267 - ------
Stage 2 274 267 - 166 202 - ------
Critical Hdwy 7.13 6.53 6.23 7.13 6.53 6.23 4.13 - - - - - Critical Hdwy Stg 1 6.13 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.13 5.53 - - - - - - - Follow-up Hdwy 3.527 4.027 3.327 3.527 4.027 3.327 2.227----- Pot Cap-1 Maneuver 511 502 850 531 491 795 1364 - 0 0 - - Stage 1 815 745 - 737 686 - - - 0 0 - -
Stage 2 730 686 - 834 732 - - - 0 0 - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 448 493 841 513 482 792 1356 -----
Mov Cap-2 Maneuver 448 493 - 513 482 - ------
Stage 1 810 741 - 727 678 - ------
Stage 2 645 678 - 814 728 - ------
Approach EB WB NB SB
HCM Control Delay, s/v13.32 10.24 0.47 0

HCM LOS B B
Minor Lane/Major Mvmt NBL NBT EBLn1WBLn1 SBT SBR
Capacity (veh/h) 109 - 501 766 - -
HCM Lane V/C Ratio 0.011 - 0.136 0.103 - -
HCM Control Delay (s/veh) 7.7 0 13.3 10.2 - -
HCM Lane LOS AABB - -
HCM 95th %tile Q(veh) 0 - 0.5 0.3 - -
HCM 7th TWSC
3: Avenida Pico & Calle Deshecha 01/16/2025
OYNP_PM 4:15 am 01/06/2025 Baseline Synchro 12 Report

Page 1 ends

Intersection
Int Delay, s/veh 3.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 39 0 15 0 9 82 7 69 0 0 139 48
Future Vol, veh/h 39 0 15 0 9 82 7 69 0 0 139 48
Conflicting Peds, #/hr 104401200002
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 81 81 81 81 81 81 81 81 81 81 81 81
Heavy Vehicles, % 333333333333
Mvmt Flow 48 0 19 0 11 101 9 85 0 0 172 59
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 312 306 207 278 335 86 233 0 - - - 0 Stage 1 203 203 - 102 102 - ------
Stage 2 109 102 - 176 233 - ------
Critical Hdwy 7.13 6.53 6.23 7.13 6.53 6.23 4.13 - - - - - Critical Hdwy Stg 1 6.13 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.13 5.53 - - - - - - - Follow-up Hdwy 3.527 4.027 3.327 3.527 4.027 3.327 2.227----- Pot Cap-1 Maneuver 638 606 831 672 584 970 1329 - 0 0 - - Stage 1 796 731 - 901 808 - - - 0 0 - -
Stage 2 894 808 - 824 710 - - - 0 0 - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 555 601 826 650 578 969 1326 -----
Mov Cap-2 Maneuver 555 601 - 650 578 - ------
Stage 1 795 730 - 895 803 - ------
Stage 2 783 803 - 802 709 - ------
Approach EB WB NB SB
HCM Control Delay, s/v11.61 9.52 0.71 0

HCM LOS B A
Minor Lane/Major Mvmt NBL NBT EBLn1WBLn1 SBT SBR
Capacity (veh/h) 166 - 611 908 - -
HCM Lane V/C Ratio 0.007 - 0.109 0.124 - -
HCM Control Delay (s/veh) 7.7 0 11.6 9.5 - -
HCM Lane LOS AABA - -
HCM 95th %tile Q(veh) 0 - 0.4 0.4 - -
HCM 7th TWSC
3: Avenida Pico & Calle Deshecha 01/16/2025
OYPP_AM 4:16 am 01/06/2025 Baseline Synchro 12 Report

Page 1 ends

Intersection
Int Delay, s/veh 4.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 63 0 11 0 3 54 11 170 0 0 116 25
Future Vol, veh/h 63 0 11 0 3 54 11 170 0 0 116 25
Conflicting Peds, #/hr 30 0 30 30 0 30 30 0 30 30 0 30
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 72 72 72 72 72 72 72 72 72 72 72 72
Heavy Vehicles, % 333333333333
Mvmt Flow 88 0 15 0 4 75 15 236 0 0 161 35
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 507 475 238 458 493 266 226 0 - - - 0 Stage 1 208 208 - 267 267 - ------
Stage 2 299 267 - 191 226 - ------
Critical Hdwy 7.13 6.53 6.23 7.13 6.53 6.23 4.13 - - - - - Critical Hdwy Stg 1 6.13 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.13 5.53 - - - - - - - Follow-up Hdwy 3.527 4.027 3.327 3.527 4.027 3.327 2.227----- Pot Cap-1 Maneuver 474 487 798 512 476 770 1337 - 0 0 - - Stage 1 791 728 - 737 686 - - - 0 0 - -
Stage 2 708 686 - 808 715 - - - 0 0 - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 394 466 753 480 456 748 1299 -----
Mov Cap-2 Maneuver 394 466 - 480 456 - ------
Stage 1 769 707 - 727 677 - ------
Stage 2 607 677 - 769 695 - ------
Approach EB WB NB SB
HCM Control Delay, s/v16.19 10.58 0.47 0

HCM LOS C B
Minor Lane/Major Mvmt NBL NBT EBLn1WBLn1 SBT SBR
Capacity (veh/h) 109 - 424 724 - -
HCM Lane V/C Ratio 0.012 - 0.243 0.109 - -
HCM Control Delay (s/veh) 7.8 0 16.2 10.6 - -
HCM Lane LOS A A C B - -
HCM 95th %tile Q(veh) 0 - 0.9 0.4 - -
HCM 7th TWSC
3: Avenida Pico & Calle Deshecha 01/16/2025
OYPP_PM 4:16 am 01/06/2025 Baseline Synchro 12 Report

Page 1 ends

Intersection
Int Delay, s/veh 4.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 69 0 15 0 9 82 7 69 0 0 139 48
Future Vol, veh/h 69 0 15 0 9 82 7 69 0 0 139 48
Conflicting Peds, #/hr 30 0 30 30 0 30 30 0 30 30 0 30
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 81 81 81 81 81 81 81 81 81 81 81 81
Heavy Vehicles, % 333333333333
Mvmt Flow 85 0 19 0 11 101 9 85 0 0 172 59
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 369 334 261 304 363 115 261 0 - - - 0 Stage 1 231 231 - 102 102 - ------
Stage 2 138 102 - 202 261 - ------
Critical Hdwy 7.13 6.53 6.23 7.13 6.53 6.23 4.13 - - - - - Critical Hdwy Stg 1 6.13 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.13 5.53 - - - - - - - Follow-up Hdwy 3.527 4.027 3.327 3.527 4.027 3.327 2.227----- Pot Cap-1 Maneuver 585 585 775 646 563 935 1298 - 0 0 - - Stage 1 769 711 - 901 808 - - - 0 0 - -
Stage 2 863 808 - 798 690 - - - 0 0 - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 477 564 731 608 543 908 1261 -----
Mov Cap-2 Maneuver 477 564 - 608 543 - ------
Stage 1 747 691 - 895 803 - ------
Stage 2 729 803 - 756 671 - ------
Approach EB WB NB SB
HCM Control Delay, s/v13.87 9.87 0.73 0

HCM LOS B A
Minor Lane/Major Mvmt NBL NBT EBLn1WBLn1 SBT SBR
Capacity (veh/h) 166 - 509 851 - -
HCM Lane V/C Ratio 0.007 - 0.204 0.132 - -
HCM Control Delay (s/veh) 7.9 0 13.9 9.9 - -
HCM Lane LOS AABA - -
HCM 95th %tile Q(veh) 0 - 0.8 0.5 - -
Queues
2: Avenida Estacion & El Camino Real 01/17/2025
Exg_AM 3:30 am 01/06/2025 Baseline Synchro 12 Report

Page 1 ends

Lane Group EBT WBL WBT NBL
Lane Group Flow (vph) 389 17 444 44
v/c Ratio 0.15 0.05 0.17 0.13
Control Delay (s/veh) 5.6 22.8 3.2 11.6
Queue Delay 0.0 0.0 0.0 0.0
Total Delay (s/veh) 5.6 22.8 3.2 11.6
Queue Length 50th (ft) 0202
Queue Length 95th (ft) 91 26 70 29
Internal Link Dist (ft) 1014 267 200
Turn Bay Length (ft) 175
Base Capacity (vph) 3041 596 3136 1049
Starvation Cap Reductn 0000
Spillback Cap Reductn 0000
Storage Cap Reductn 0000
Reduced v/c Ratio 0.13 0.03 0.14 0.04
Intersection Summary
Queues
2: Avenida Estacion & El Camino Real 01/17/2025
Exg_PM 3:54 am 01/06/2025 Baseline Synchro 12 Report

Page 1 ends

Lane Group EBT WBL WBT NBL
Lane Group Flow (vph) 572 8 533 33
v/c Ratio 0.22 0.03 0.20 0.10
Control Delay (s/veh) 5.4 24.9 3.1 14.0
Queue Delay 0.0 0.0 0.0 0.0
Total Delay (s/veh) 5.4 24.9 3.1 14.0
Queue Length 50th (ft) 0102
Queue Length 95th (ft) 134 17 83 28
Internal Link Dist (ft) 1014 267 200
Turn Bay Length (ft) 175
Base Capacity (vph) 3013 572 3136 1005
Starvation Cap Reductn 0000
Spillback Cap Reductn 0000
Storage Cap Reductn 0000
Reduced v/c Ratio 0.19 0.01 0.17 0.03
Intersection Summary
Queues
2: Avenida Estacion & El Camino Real 01/17/2025
OYNP_AM 4:14 am 01/06/2025 Baseline Synchro 12 Report

Page 1 ends

Lane Group EBT WBL WBT NBL
Lane Group Flow (vph) 396 23 452 56
v/c Ratio 0.16 0.07 0.17 0.16
Control Delay (s/veh) 5.8 22.2 3.3 11.1
Queue Delay 0.0 0.0 0.0 0.0
Total Delay (s/veh) 5.8 22.2 3.3 11.1
Queue Length 50th (ft) 0303
Queue Length 95th (ft) 94 31 71 34
Internal Link Dist (ft) 1014 267 200
Turn Bay Length (ft) 175
Base Capacity (vph) 3041 593 3136 1044
Starvation Cap Reductn 0000
Spillback Cap Reductn 0000
Storage Cap Reductn 0000
Reduced v/c Ratio 0.13 0.04 0.14 0.05
Intersection Summary
Queues
2: Avenida Estacion & El Camino Real 01/17/2025
OYNP_PM 4:15 am 01/06/2025 Baseline Synchro 12 Report

Page 1 ends

Lane Group EBT WBL WBT NBL
Lane Group Flow (vph) 599 17 561 41
v/c Ratio 0.24 0.06 0.21 0.12
Control Delay (s/veh) 5.8 24.1 3.2 13.0
Queue Delay 0.0 0.0 0.0 0.0
Total Delay (s/veh) 5.8 24.1 3.2 13.0
Queue Length 50th (ft) 0203
Queue Length 95th (ft) 145 26 89 29
Internal Link Dist (ft) 1014 267 200
Turn Bay Length (ft) 175
Base Capacity (vph) 3040 560 3136 981
Starvation Cap Reductn 0000
Spillback Cap Reductn 0000
Storage Cap Reductn 0000
Reduced v/c Ratio 0.20 0.03 0.18 0.04
Intersection Summary
Queues
2: Avenida Estacion & El Camino Real 01/17/2025
OYPP_AM 4:16 am 01/06/2025 Baseline Synchro 12 Report

Page 1 ends

Lane Group EBT WBL WBT NBL
Lane Group Flow (vph) 400 46 456 56
v/c Ratio 0.20 0.17 0.19 0.16
Control Delay (s/veh) 10.7 29.4 4.8 13.2
Queue Delay 0.0 0.0 0.0 0.0
Total Delay (s/veh) 10.7 29.4 4.8 13.2
Queue Length 50th (ft) 34 11 16 6
Queue Length 95th (ft) 99 51 71 35
Internal Link Dist (ft) 1014 267 200
Turn Bay Length (ft) 175
Base Capacity (vph) 2936 479 3136 815
Starvation Cap Reductn 0000
Spillback Cap Reductn 0000
Storage Cap Reductn 0000
Reduced v/c Ratio 0.14 0.10 0.15 0.07
Intersection Summary
Queues
2: Avenida Estacion & El Camino Real 01/17/2025
OYPP_PM 4:16 am 01/06/2025 Baseline Synchro 12 Report

Page 1 ends

Lane Group EBT WBL WBT NBL
Lane Group Flow (vph) 603 44 564 41
v/c Ratio 0.29 0.17 0.23 0.13
Control Delay (s/veh) 10.9 31.3 4.7 15.2
Queue Delay 0.0 0.0 0.0 0.0
Total Delay (s/veh) 10.9 31.3 4.7 15.2
Queue Length 50th (ft) 57 14 21 7
Queue Length 95th (ft) 154 49 89 29
Internal Link Dist (ft) 1014 267 200
Turn Bay Length (ft) 175
Base Capacity (vph) 2926 443 3136 760
Starvation Cap Reductn 0000
Spillback Cap Reductn 0000
Storage Cap Reductn 0000
Reduced v/c Ratio 0.21 0.10 0.18 0.05
Intersection Summary
Appendix E: Existing Study
Intersection Turning Movement
Counts Appendix
T112224
DATE: LOCATION: PROJECT #: SC5059
Thu, Dec 5, 24 NORTH & SOUTH: LOCATION #: 1
EAST & WEST: CONTROL: SIGNAL
NOTES: AM Ÿ
PM N
MD Ż W E Ź

OTHER S
OTHER ź

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 110 2 1122012 0 0000
7:00 AM 14 30 1 22 12 19 20 27 0 5 24 19 193 0000 0
7:15 AM 8 30 2 31 15 17 20 26 5 2 33 20 209 0000 0
7:30 AM 3 29 0 56 21 32 30 47 2 2 35 36 293 0000 0
7:45 AM 22 57 0 76 32 39 31 70 6 4 40 38 415 0000 0
8:00 AM 23 41 3 45 11 22 37 37 2 2 49 62 334 0000 0
8:15 AM 5 41 1 61 17 54 38 38 3 3 71 46 378 0000 0
8:30 AM 11 29 4 49 16 52 39 63 3 7 47 31 351 0000 0
8:45 AM 14 28 3 53 15 34 54 58 4 1 41 26 331 0000 0
VOLUMES 100 285 14 393 139 269 269 366 25 26 340 278 2,504 0 0 0 0 0 APPROACH % 25% 71% 4% 49% 17% 34% 41% 55% 4% 4% 53% 43% APP/DEPART 399 / 832 801 / 190 660 / 773 644 / 709 0

BEGIN PEAK HR
VOLUMES 61 168 8 231 76 167 145 208 14 16 207 177 1,478 0 0 0 0 APPROACH % 26% 71% 3% 49% 16% 35% 40% 57% 4% 4% 52% 44% PEAK HR FACTOR 0.750 0.806 0.857 0.833 0.890
APP/DEPART 237 / 490 474 / 106 367 / 447 400 / 435 0
4:00 PM 14 30 7 83 17 60 38 83 10 8 66 49 465 0000 0
4:15 PM 7 20 2 73 22 61 51 92 5 2 68 39 442 0000 0
4:30 PM 11 30 4 60 18 57 43 82 3 2 73 49 432 0000 0
4:45 PM 6 35 3 83 22 51 36 86 6 4 50 39 421 0000 0
5:00 PM 11 23 0 83 30 47 46 90 4 3 65 44 446 0000 0
5:15 PM 12 18 3 94 18 65 43 65 4 2 55 51 430 0000 0
5:30 PM 10 19 2 72 21 27 40 65 4 5 52 37 354 0000 0
5:45 PM 5 17 5 79 17 30 19 44 4 2 45 36 303 0000 0
VOLUMES 76 192 26 627 165 398 316 607 40 28 474 344 3,293 0 0 0 0 0 APPROACH % 26% 65% 9% 53% 14% 33% 33% 63% 4% 3% 56% 41% APP/DEPART 294 / 852 1,190 / 233 963 / 1,260 846 / 948 0

BEGIN PEAK HR
VOLUMES 38 115 16 299 79 229 168 343 24 16 257 176 1,760 0 0 0 0 APPROACH % 22% 68% 9% 49% 13% 38% 31% 64% 4% 4% 57% 39% PEAK HR FACTOR 0.828 0.948 0.904 0.905 0.946
APP/DEPART 169 / 459 607 / 119 535 / 658 449 / 524 0
Avenida Pico

NORTH LEG
El Camino Real WEST LEG EAST LEG El Camino Real

SOUTH LEG
Avenida Pico

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 3 0 1 5 9 2004 6 1011 3
7:15 AM 2 2 3 2 9 1111 4 1121 5
7:30 AM 1 1 3 0 5 1120 4 0010 1
7:45 AM 1 2 0 2 5 0201 3 1001 2
8:00 AM 1 3 4 4 12 1104 6 0240 6
8:15 AM 1 4 5 4 14 1303 7 0151 7
8:30 AM 0 1 1 1 3 0111 3 0000 0
8:45 AM 0 2 2 0 4 0120 3 0100 1
TOTAL 9 15 19 18 61 6 10 6 14 36 3 5 13 4 25
BEGIN PEAK HR 2 7 1 9 19
4:00 PM 0 2 2 1 5 0000 0 0221 5
4:15 PM 2 3 4 1 10 1341 9 1000 1
4:30 PM 0 1 1 1 3 0111 3 0000 0
4:45 PM 1 0 0 0 1 0000 0 1000 1
5:00 PM 2 0 3 5 10 1021 4 1014 6
5:15 PM 0 4 3 2 9 0322 7 0110 2
5:30 PM 0 0 0 4 4 0002 2 0002 2
5:45 PM 0 1 2 1 4 0121 4 0000 0
TOTAL 5 11 15 15 46 2 8 11 8 29 3 3 4 7 17
1452 12

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
San Clemente
Avenida Pico
El Camino Real
BEGIN PEAK HR 4:00 PM

PEDESTRIAN CROSSINGS BICYCLE & SCOOTER CROSSINGS

U-TURNS
Avenida Pico Avenida Pico El Camino Real El Camino Real

AM PM AM
7:45 AM
PM
4:00 PM
ALL PED + BIKE & SCOOTER
7:45 AM
1,991 667 304 1,020 TOTAL 1,684
1,190 398 165 627 PM 852
801 269 139 393 AM 832
644846
1,490
1,657
948709
278344622
340474814
TOTAL
PM
AM
262854
585316269
AMPM
TOTAL
973607366
654025
773
1,260 2,033
1,623
963660
190 AM 100 285 14 399
233 PM 76 192 26 294
423 TOTAL 176 477 40 693
1,081 396 155 530 TOTAL 949
607 229 79 299 PM 459
474 167 76 231 AM 490
400449849
959524435
177176353
207257464
TOTAL
PM
AM
AM 7:45 AM
8:45 AM
161632
313168145
#N/A
AMPM
TOTAL
551343208
PM 4:00 PM
5:45 PM
382414
447658
1,105
902535367
106 AM 61 168 8 237
119 PM 38 115 16 169
225 Total 99 283 24 406
AimTD LLC

TURNING MOVEMENT COUNTS
Avenida Pico
El Camino Real
El Camino Real

ALL HOURS
San Clemente
SC5059
Avenida Pico
Avenida Pico
Avenida Pico
El Camino Real
El Camino Real

PEAK HOUR
T112224
DATE: LOCATION: PROJECT #: SC5059
Thu, Dec 5, 24 NORTH & SOUTH: LOCATION #: 2
EAST & WEST: CONTROL: SIGNAL
NOTES: AM Ÿ
PM N
MD Ż W E Ź

OTHER S
OTHER ź

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 0X0 X XXX2012 X 0000
7:00 AM 1 0 4 0 0 0 0 46 5 5 52 0 113 0000 0
7:15 AM 2 0 2 0 0 0 0 48 3 4 54 0 113 0000 0
7:30 AM 4 0 5 0 0 0 0 73 1 4 67 0 154 0000 0
7:45 AM 7 0 5 0 0 0 0 106 8 11 87 0 224 0000 0
8:00 AM 4 0 8 0 0 0 0 60 0 2 96 0 170 0000 0
8:15 AM 3 0 8 0 0 0 0 76 4 2 121 0 214 0000 0
8:30 AM 5 0 1 0 0 0 0 104 4 1 109 0 224 0000 0
8:45 AM 8 0 3 0 0 0 0 109 4 5 82 0 211 0000 0
VOLUMES 34 0 36 0 0 0 0 622 29 34 668 0 1,423 0 0 0 0 0 APPROACH % 49% 0% 51% 0% 0% 0% 0% 96% 4% 5% 95% 0%
APP/DEPART 70 / 00 / 63 651 / 658 702 / 702 0

BEGIN PEAK HR
VOLUMES 19 0 22 0 0 0 0 346 16 16 413 0 832 0 0 0 0
APPROACH % 46% 0% 54% 0% 0% 0% 0% 96% 4% 4% 96% 0%
PEAK HR FACTOR 0.854 0.000 0.794 0.872 0.929
APP/DEPART 41 / 00 / 32 362 / 368 429 / 432 0
4:00 PM 5 0 3 0 0 0 0 138 6 1 134 0 287 0010 1
4:15 PM 6 0 6 0 0 0 0 131 3 3 132 0 281 0000 0
4:30 PM 3 0 3 0 0 0 0 130 4 3 138 0 281 0000 0
4:45 PM 3 0 2 0 0 0 0 127 4 1 102 0 239 0000 0
5:00 PM 6 0 7 0 0 0 0 134 2 1 114 0 264 0000 0
5:15 PM 5 0 4 0 0 0 0 108 2 5 128 0 252 0000 0
5:30 PM 3 0 0 0 0 0 0 117 0 3 86 0 209 0000 0
5:45 PM 3 0 5 0 0 0 0 66 1 4 79 0 158 0000 0
VOLUMES 34 0 30 0 0 0 0 951 22 21 913 0 1,972 0 0 1 0 1 APPROACH % 53% 0% 47% 0% 0% 0% 0% 98% 2% 2% 98% 0%
APP/DEPART 64 / 00 / 43 974 / 981 934 / 948 0

BEGIN PEAK HR
VOLUMES 17 0 14 0 0 0 0 526 17 8 506 0 1,089 0 0 1 0
APPROACH % 55% 0% 45% 0% 0% 0% 0% 97% 3% 2% 98% 0%
PEAK HR FACTOR 0.646 0.000 0.938 0.911 0.945
APP/DEPART 31 / 00 / 25 544 / 540 514 / 524 0
Avenida Estacion

NORTH LEG
El Camino Real WEST LEG EAST LEG El Camino Real

SOUTH LEG
Avenida Estacion

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 0 1 1 0 2 0010 1 0100 1
7:15 AM 0 3 2 0 5 0210 3 0110 2
7:30 AM 0 7 3 0 10 0530 8 0200 2
7:45 AM 1 0 1 0 2 0000 0 1010 2
8:00 AM 0 4 0 0 4 0100 1 0300 3
8:15 AM 0 3 0 0 3 0100 1 0200 2
8:30 AM 0 0 0 0 0 0000 0 0000 0
8:45 AM 0 0 3 0 3 0030 3 0000 0
TOTAL 1 18 10 0 29 0 9 8 0 17 1 9 2 0 12
BEGIN PEAK HR 0200 2
4:00 PM 0 3 3 0 6 0020 2 0310 4
4:15 PM 0 2 4 0 6 0130 4 0110 2
4:30 PM 1 0 7 0 8 0070 7 1000 1
4:45 PM 1 1 2 1 5 0020 2 1101 3
5:00 PM 1 0 2 0 3 0020 2 1000 1
5:15 PM 0 3 0 0 3 0200 2 0100 1
5:30 PM 0 0 0 0 0 0000 0 0000 0
5:45 PM 1 2 1 1 5 0000 0 1211 5
TOTAL 4 11 19 2 36 0 3 16 0 19 4 8 3 2 17
0 1 14 0 15

AM PM AM
7:45 AM
PM
4:00 PM
ALL PED + BIKE & SCOOTER
7:45 AM
BEGIN PEAK HR 4:00 PM

PEDESTRIAN CROSSINGS BICYCLE & SCOOTER CROSSINGS

U-TURNS
Avenida Estacion Avenida Estacion El Camino Real El Camino Real

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
San Clemente
Avenida Estacion
El Camino Real
0 0 0 0 TOTAL 0
0 000 PM 0
0 000 AM 0
702934
1,636
1,650
948702
000
668913
1,581
TOTAL
PM
AM
342155
000
AMPM
TOTAL
1,573
951622
512229
658981
1,639
1,625
974651
63 AM 34 0 36 70
43 PM 34 0 30 64
106 TOTAL 68 0 66 134
0 0 0 0 TOTAL 0
0 000 PM 0
0 000 AM 0
429514943
956524432
000
413506919
TOTAL
PM
AM
AM 7:45 AM
8:45 AM
16 8
24 000
#N/A
AMPM
TOTAL
872526346
PM 4:00 PM
5:45 PM
331716
368540908
906544362
32 AM 19 0 22 41
25 PM 17 0 14 31
57 Total 36 0 36 72
Avenida Estacion
Avenida Estacion
Avenida Estacion
El Camino Real
El Camino Real

PEAK HOUR
AimTD LLC

TURNING MOVEMENT COUNTS
Avenida Estacion
El Camino Real
El Camino Real

ALL HOURS
San Clemente
SC5059
T112224
DATE: LOCATION: PROJECT #: SC5059
Thu, Dec 5, 24 NORTH & SOUTH: LOCATION #: 3
EAST & WEST: CONTROL: STOP E/W
NOTES: AM Ÿ
PM N
MD Ż W E Ź

OTHER S
OTHER ź

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 010 0 1001001 0 0000
7:00 AM 0 30 0 0 10 6 7 0 1 0 2 11 67 0000 0
7:15 AM 1 27 0 0 14 9 6 0 0 0 0 3 60 0100 1
7:30 AM 1 28 0 0 18 7 3 0 1 2 1 3 64 0000 0
7:45 AM 4 56 0 0 38 4 4 0 4 0 0 16 126 0000 0
8:00 AM 2 59 0 0 11 4 4 0 2 0 1 7 90 0000 0
8:15 AM 1 26 0 0 18 3 1 0 2 0 0 18 69 0100 1
8:30 AM 3 28 0 0 21 6 7 0 1 0 1 12 79 0000 0
8:45 AM 0 24 0 0 15 2 5 0 3 1 1 14 65 0100 1
VOLUMES 12 278 0 0 145 41 37 0 14 3 6 84 623 0 3 0 0 3
APPROACH % 4% 96% 0% 0% 77% 22% 73% 0% 27% 3% 6% 90%
APP/DEPART 290 / 402 189 / 162 51 / 0 93 / 59 0

BEGIN PEAK HR
VOLUMES 10 169 0 0 88 17 16 0 9 0 2 53 365 0100
APPROACH % 6% 94% 0% 0% 83% 16% 64% 0% 36% 0% 4% 96%
PEAK HR FACTOR 0.734 0.631 0.781 0.764 0.724
APP/DEPART 179 / 239 106 / 97 25 / 0 55 / 29 0
4:00 PM 3 18 0 0 18 17 12 0 5 0 3 21 97 0000 0
4:15 PM 1 7 0 0 21 8 5 0 3 0 0 18 63 0000 0
4:30 PM 1 25 0 0 19 4 3 0 3 0 3 17 75 0000 0
4:45 PM 1 16 0 0 28 4 5 0 2 0 2 23 81 0000 0
5:00 PM 3 10 0 0 30 7 6 0 3 0 1 19 79 0000 0
5:15 PM 0 9 0 0 23 1 8 0 2 0 1 16 60 0000 0
5:30 PM 1 10 0 0 26 3 3 0 1 0 0 18 62 0000 0
5:45 PM 1 6 0 0 18 5 6 0 4 0 1 16 57 0000 0
VOLUMES 11 101 0 0 183 49 48 0 23 0 11 148 574 0 0 0 0 0 APPROACH % 10% 90% 0% 0% 79% 21% 68% 0% 32% 0% 7% 93%
APP/DEPART 112 / 297 232 / 206 71 / 0 159 / 71 0

BEGIN PEAK HR
VOLUMES 6 66 0 0 86 33 25 0 13 0 8 79 316 0 0 0 0
APPROACH % 8% 92% 0% 0% 72% 28% 66% 0% 34% 0% 9% 91%
PEAK HR FACTOR 0.692 0.850 0.559 0.870 0.814
APP/DEPART 72 / 170 119 / 99 38 / 0 87 / 47 0
Avenida Pico

NORTH LEG
Calle Deshecha WEST LEG EAST LEG Calle Deshecha

SOUTH LEG
Avenida Pico

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 0 0 0 1 0000 0 1000 1
7:15 AM 1 0 1 3 5 1002 3 0011 2
7:30 AM 0 1 2 0 3 0110 2 0010 1
7:45 AM 1 0 1 2 4 0001 1 1011 3
8:00 AM 5 4 4 2 15 3012 6 2430 9
8:15 AM 8 4 5 2 19 2202 6 6250 13
8:30 AM 3 0 2 1 6 0011 2 3010 4
8:45 AM 2 1 2 1 6 1120 4 1001 2
TOTAL 21 10 17 11 59 7 4 5 8 24 14 6 12 3 35
BEGIN PEAK HR 5 2 2 6 15
4:00 PM 0 1 1 1 3 0000 0 0111 3
4:15 PM 3 2 0 2 7 1202 5 2000 2
4:30 PM 2 0 0 0 2 0000 0 2000 2
4:45 PM 3 4 0 0 7 0200 2 3200 5
5:00 PM 3 0 0 0 3 2000 2 1000 1
5:15 PM 2 1 0 4 7 0102 3 2002 4
5:30 PM 3 0 0 0 3 0000 0 3000 3
5:45 PM 1 0 2 0 3 0020 2 1000 1
TOTAL 17 8 3 7 35 3 5 2 4 14 14 3 1 3 21
1402 7

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
San Clemente
Avenida Pico
Calle Deshecha
BEGIN PEAK HR 4:00 PM

PEDESTRIAN CROSSINGS BICYCLE & SCOOTER CROSSINGS

U-TURNS
Avenida Pico Avenida Pico Calle Deshecha Calle Deshecha

AM PM AM
7:45 AM
PM
4:00 PM
ALL PED + BIKE & SCOOTER
7:45 AM
421 90 328 0 TOTAL 699
232 49 183 0 PM 297
189 41 145 0 AM 402
93 159252
130
7159
84 148232
6 1117
TOTAL
PM
AM
303
854837
AMPM
TOTAL
000
372314
000
122
7151
162 AM 12 278 0 290
206 PM 11 101 0 112
368 TOTAL 23 379 0 402
225 50 174 0 TOTAL 409
119 33 86 0 PM 170
106 17 88 0 AM 239
5587
142
764729
5379
132
28 10
TOTAL
PM
AM
AM 7:45 AM
8:45 AM
000
412516
#N/A
AMPM
TOTAL
000
PM 4:00 PM
5:45 PM
2213
9 000
633825
97 AM 10 169 0 179
99 PM 6 66 0 72
196 Total 16 235 0 251
AimTD LLC

TURNING MOVEMENT COUNTS
Avenida Pico
Calle Deshecha
Calle Deshecha

ALL HOURS
San Clemente
SC5059
Avenida Pico
Avenida Pico
Avenida Pico
Calle Deshecha
Calle Deshecha

PEAK HOUR
T112224
DATE: LOCATION: PROJECT #: SC5059
Thu, Dec 5, 24 NORTH & SOUTH: LOCATION #: 4
EAST & WEST: CONTROL: SIGNAL
NOTES: AM Ÿ
PM N
MD Ż W E Ź

OTHER S
OTHER ź

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 2 1 2 2 2 1 0000
7:00 AM 0 0 0 15 0 25 21 46 0 0 27 15 149 0000 0
7:15 AM 0 0 0 10 0 33 37 39 0 0 35 17 171 0000 0
7:30 AM 0 0 0 22 0 57 54 37 0 0 59 18 247 0010 1
7:45 AM 0 0 0 25 0 80 66 56 0 0 61 26 314 0000 0
8:00 AM 0 0 0 27 0 33 67 70 0 0 43 31 271 0010 1
8:15 AM 0 0 0 28 0 48 49 81 0 0 86 29 321 0030 3
8:30 AM 0 0 0 40 0 40 41 60 0 0 69 44 294 0020 2
8:45 AM 0 0 0 28 0 45 36 62 0 0 57 40 268 0000 0
VOLUMES 0 0 0 195 0 361 371 451 0 0 437 220 2,042 0 0 7 0 7 APPROACH % 0% 0% 0% 35% 0% 65% 45% 54% 0% 0% 67% 33%
APP/DEPART 0 / 591 556 / 0 829 / 646 657 / 805 0

BEGIN PEAK HR
VOLUMES 0 0 0 120 0 201 223 267 0 0 259 130 1,206 0 0 6 0 APPROACH % 0% 0% 0% 37% 0% 63% 45% 54% 0% 0% 67% 33%
PEAK HR FACTOR 0.000 0.764 0.899 0.846 0.931
APP/DEPART 0 / 353 321 / 0 496 / 387 389 / 466 0
4:00 PM 0 0 0 46 0 74 47 65 0 0 72 62 366 0010 1
4:15 PM 0 0 0 45 0 58 50 68 0 0 101 69 391 0020 2
4:30 PM 0 0 0 44 0 45 62 69 0 0 86 70 376 0010 1
4:45 PM 0 0 0 27 0 87 46 71 0 0 74 58 363 0010 1
5:00 PM 0 0 0 41 0 77 52 64 0 0 80 72 386 0000 0
5:15 PM 0 0 0 48 0 77 41 66 0 0 101 66 399 0000 0
5:30 PM 0 0 0 27 0 62 46 60 0 0 56 48 299 0000 0
5:45 PM 0 0 0 42 0 59 35 41 0 0 63 35 275 0000 0
VOLUMES 0 0 0 320 0 539 379 504 0 0 633 480 2,860 0 0 5 0 5 APPROACH % 0% 0% 0% 37% 0% 63% 43% 57% 0% 0% 57% 43%
APP/DEPART 0 / 859 859 / 0 888 / 824 1,113 / 1,177 0

BEGIN PEAK HR
VOLUMES 0 0 0 160 0 286 201 270 0 0 341 266 1,526 0 0 2 0 APPROACH % 0% 0% 0% 36% 0% 64% 42% 57% 0% 0% 56% 44%
PEAK HR FACTOR 0.000 0.892 0.896 0.909 0.956
APP/DEPART 0 / 467 446 / 0 473 / 430 607 / 629 0
Avenida Vista Hermosa

NORTH LEG
Avenida Pico WEST LEG EAST LEG Avenida Pico

SOUTH LEG
Avenida Vista Hermosa

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 0 2 0 0 2 0000 0 0200 2
7:15 AM 2 1 0 1 4 0000 0 2101 4
7:30 AM 0 1 0 2 3 0000 0 0102 3
7:45 AM 1 1 0 1 3 0001 1 1100 2
8:00 AM 0 4 0 1 5 0001 1 0400 4
8:15 AM 0 6 1 0 7 0000 0 0610 7
8:30 AM 0 0 0 0 0 0000 0 0000 0
8:45 AM 0 0 0 1 1 0001 1 0000 0
TOTAL 3 15 1 6 25 0 0 0 3 3 3 15 1 3 22
BEGIN PEAK HR 0002 2
4:00 PM 0 1 1 0 2 0000 0 0110 2
4:15 PM 0 1 0 0 1 0000 0 0100 1
4:30 PM 1 0 0 0 1 0000 0 1000 1
4:45 PM 0 1 0 1 2 0000 0 0101 2
5:00 PM 1 1 1 0 3 1000 1 0110 2
5:15 PM 0 0 0 1 1 0000 0 0001 1
5:30 PM 4 0 0 0 4 3000 3 1000 1
5:45 PM 2 0 0 1 3 1001 2 1000 1
TOTAL 8 4 2 3 17 5 0 0 1 6 3 4 2 2 11
1000 1

INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
San Clemente
Avenida Vis a e osa
Avenida Pico
BEGIN PEAK HR 4:30 PM

PEDESTRIAN CROSSINGS BICYCLE & SCOOTER CROSSINGS

U-TURNS
Avenida Vista He mosa Avenida Vista He mosa Avenida Pico Avenida Pico

AM PM AM
7:45 AM
PM
4:30 PM
ALL PED + BIKE & SCOOTER
7:45 AM
1 415 900 0 515 TOTAL 1 450
859 539 0 320 PM 859
556 361 0 195 AM 591
657
1 113 1 770
1 982 1 177
805
220480700
437633
1 070
TOTAL
PM
AM
000
750379371
AMPM
TOTAL
955504451
000
646824
1 470
1 717
888829
0 AM 000 0
0 PM 000 0
0 TOTAL 0 0 0 0
767 487 0 280 TOTAL 820
446 286 0 160 PM 467
321 201 0 120 AM 353
389607996
1 095
629466
130266396
259341600
TOTAL
PM
AM
AM 7:45 AM
8:45 AM
000
424201223
#N/A
AMPM
TOTAL
537270267
PM 4:30 PM
5:45 PM
000
387430817
969473496
0 AM 000 0
0 PM 000 0
0 Total 0 0 0 0
AimTD LLC

TURNING MOVEMENT COUNTS
Avenida ista He mosa
Avenida Pico
Avenida Pico

ALL HOURS
San Clemente
SC5059
Avenida ista He mosa
Avenida ista He mosa
Avenida ista He mosa
Avenida Pico
Avenida Pico

PEAK HOUR
F: Project Delivery Operations
Memorandum
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d
͗ :ĂŶƵĂƌǇϭϲ͕ϮϬϮϱ
ZĞĨĞƌĞŶĐĞ͗ ZĞĨĞƌĞŶĐĞ͗ ZĞĨĞƌĞŶĐĞ͗ ^WWϮϮ͘ϯϮϭ͕ ϮϮ͘ϯϮϭ͕ ϮϮ͘ϯϮϭ͕ ϮϮ͘ϯϮϭ͕hWϮϮ͘ϯϮϮ͕ ϮϮ͘ϯϮϮ͕ ϮϮ͘ϯϮϮ͕ ϮϮ͘ϯϮϮ͕,WϮϮ͘ϯϮϯ WEη Ϭϱϳ͘ϭϵϭ͘ϲϬ Ϭϱϳ͘ϭϵϭ͘ϲϬ Ϭϱϳ͘ϭϵϭ͘ϲϬ
EͲdƌĂĐƚηϭϰϰϴϲ

WƌŽũĞĐƚ WƌŽũĞĐƚ WƌŽũĞĐƚĚĚƌĞƐƐ͗ ĚĚƌĞƐƐ͗ ĚĚƌĞƐƐ͗ ĚĚƌĞƐƐ͗ dŚĞ'ĂůůĞƌŝĂ͞dŚĞ,ĂŶƐĞŶ͟ϭϴϬϭ
EŽƌƚŚ
ůĂŵŝŶŽZĞĂů^ĂŶ
ůĞŵĞŶƚĞ͕ϵϮϲϳϯ
ƚƚĞŶƚŝŽŶ͗ ƚƚĞŶƚŝŽŶ͗ ƚƚĞŶƚŝŽŶ͗
WĂƵů,ĞƌƌŵĂŶŶ
&ĞŚƌΘWĞĞƌƐ
dƌĂŶƐƉŽƌƚĂƚŝŽŶ
ŶŐŝŶĞĞƌ
WŚ͗ϵϰϵ͘ϯϬϴ͘ϲϯϯϯ
͗ ZĂĐŚĞůEĂƐƌĞ KǁŶĞƌ
WĂƵů͕
dŚĂŶŬǇŽƵĨŽƌŚĞůƉŝŶŐƚŽĐŽŽƌĚŝŶĂƚĞŽƵƌĞĨĨŽƌƚƐĨŽƌƚƌĂĨĨŝĐĞŶŐŝŶĞĞƌŝŶŐĂŶĚĂŶĂůǇƐĞƐĨŽƌŽƵƌƉƌŽũĞĐƚ͘ĞůŽǁŝƐĂƐƵŵŵĂƌǇŽĨŽƵƌ ĚĞǀĞůŽƉŵĞŶƚƚĞĂŵ͛ƐĨŝŶĚŝŶŐƐĂŶĚĞƐƚŝŵĂƚĞƐĨŽƌƚŚĞĂŶƚŝĐŝƉĂƚĞĚĚĞůŝǀĞƌǇĨƌĞƋƵĞŶĐǇĂŶĚƐĐŚĞĚƵůĞĨŽƌŽƵƌƉƌŽũĞĐƚΖƐŽƉĞƌĂƚŝŽŶĂů ĚĞůŝǀĞƌŝĞƐ͘
tĞŚĂǀĞĚĞǀĞůŽƉĞĚƚŚĞĨŽůůŽǁŝŶŐƐƵŵŵĂƌǇďĂƐĞĚŽŶŵĂƌŬĞƚƌĞƐĞĂƌĐŚ͕ŽǁŶĞƌͲŽƉĞƌĂƚŽƌĞǆƉĞƌŝĞŶĐĞ͕ĂŶĚŝŶĚƵƐƚƌǇƉƌŽĨĞƐƐŝŽŶĂů ĂĚǀŝĐĞĂŶĚĐŽŶƐƵůƚĂƚŝŽŶ͘
WƌŽũĞĐƚ^ƵŵŵĂƌǇ͗

ϲϭƌŽŽŵďŽƵƚŝƋƵĞŚŽƚĞů
ϭϬϲWĂƌŬŝŶŐ^ƚĂůůƐŽŶͲƐŝƚĞ
ZĞƐƚĂƵƌĂŶƚƐͬ&ŽŽĚĂŶĚĞǀĞƌĂŐĞ͗
ϭ͘ ZŽŽĨƚŽƉZĞƐƚĂƵƌĂŶƚϭϯϮ^ĞĂƚƐ
Ϯ͘ >ŽďďǇĂĨĠϯϮ^ĞĂƚƐ;ϴƉĂƚŝŽƐĞĂƚƐŶŽĂĚĚŝƚŝŽŶĂůƉĂƌŬŝŶŐƉĞƌ^WĂƌŬŝŶŐKƌĚ͘Ϳ ϯ͘ ^ƚƌĞĞƚ^ŝĚĞWŝĐŬͲƵƉtŝŶĚŽǁĂĨĠ;ϴƉĂƚŝŽƐĞĂƚƐ͕ŶŽĂĚĚŝƚŝŽŶĂůWĂƌŬŝŶŐƉĞƌ^WĂƌŬŝŶŐKƌĚ͘Ϳ ϰ͘ WŽŽů^ŝĚĞĂƌϭϰ^ĞĂƚƐʹ,ŽƚĞů'ƵĞƐƚ^ĞƌǀŝŶŐKŶůǇ;ŶŽĂĚĚŝƚŝŽŶĂůƉĂƌŬŝŶŐͿ ϱ͘ WŽŽůĞĐŬǁŝƚŚнͬͲϯϮ>ŽƵŶŐĞŚĂŝƌƐͲ^ĞƌǀĞĚďǇWŽŽů^ŝĚĞĂƌ;ŶŽĂĚĚŝƚŝŽŶĂůƉĂƌŬŝŶŐͿ ĚĞĚŝĐĂƚĞĚZŽŽŵǁĂƐĂůůŽĐĂƚĞĚĨŽƌƚŚĞKŶƐŝƚĞ>ĂƵŶĚƌǇ&ĂĐŝůŝƚǇ͘ ϯϮϰϬϮ ƌŽǁŶ sĂůůĞǇ WĂƌŬǁĂǇ ηϭϬϮ Ͳ ĂŶĂ WŽŝŶƚ Ͳ ĂůŝĨŽƌŶŝĂ Ͳ ϵϮϲϮϵ - ƉŚ͘ ϵϰϵ͘ϯϯϴ͘ϮϲϬϯ - WĂŐĞ Ϯ ŽĨ Ϯ dŚĞƉƌŽƉŽƐĞĚ dŚĞƉƌŽƉŽƐĞĚdŽƚĂůĞůŝǀĞƌǇ dŽƚĂůĞůŝǀĞƌǇ ĞůŝǀĞƌǇƉĞƌǁĞĞŬ ƉĞƌǁĞĞŬ ƉĞƌǁĞĞŬǁŝůůƌĂŶŐĞĨƌŽŵ ƉĞƌǁĞĞŬǁŝůůƌĂŶŐĞĨƌŽŵ ǁŝůůƌĂŶŐĞĨƌŽŵϭϭƚŽϭϱ͘ ǁŝůůƌĂŶŐĞĨƌŽŵϭϭƚŽϭϱ͘ ϭϭƚŽϭϱ͘ ϭϭƚŽϭϱ͘ ,ŽƚĞůĞůŝǀĞƌƐĨŽƌ&ŽŽĚĂŶĚĞǀĞƌĂŐĞĂŶĚ,ŽƚĞůKƉĞƌĂƚŝŽŶƐ͗ tĞĂŶƚŝĐŝƉĂƚĞĂƌĂŶŐĞŽĨĞŝŐŚƚ;ϴͿƚŽƚǁĞůǀĞ;ϭϮͿĚĞůŝǀĞƌŝĞƐƉĞƌǁĞĞŬĨŽƌĨŽŽĚĂŶĚďĞǀĞƌĂŐĞ͘ĞůŽǁŝƐĂƐƵŵŵĂƌǇŽĨƚŚĞ ŵŝŶŝŵƵŵĚĞůŝǀĞƌǇ͘
dǁŽ;ϮͿ
ĂĐŚĨƌŽŵDĂũŽƌ&ŽŽĚ^ƵƉƉůǇDŽŶĚĂǇƐΘdŚƵƌƐĚĂǇƐ
dŚĞĞ;ϯͿ
ĂĐŚĨƌŽŵ>ŽĐĂůĞĞƌĂŶĚtŝŶĞ;>ŝƋƵŽƌͿƐƵƉƉůŝĞƌƐtŝŶĞϭǆĂŶĚĞĞƌϭǆĂŶĚ>ŝƋƵŽƌϭǆϮ ĂĐŚĨƌŽŵĨƌĞƐŚƉƌŽĚƵĐĞĂŶĚ
ŚĞƌďǀĞŶĚŽƌƐсϮǆǁĞĞŬůǇ
KŶĞ;ϭͿ
ĂĐŚĨƌŽŵŚĞŵŝĐĂůͬ>ĂŶĚƌĞǇƐĞƌǀŝĐĞĐŽŵƉĂŶǇ;EŽƚĞ͗ŶŽƚĂůůŽĨĨĞƌƚŚĞƐĂŵĞƐĞƌǀŝĐĞƐ͕ĂŶĚƚŚŝƐƵƐƵĂůůǇĐĂŶďĞĂďƐŽƌďĞĚ ďǇŵĂũŽƌĨŽŽĚƐƵƉƉůŝĞƌƐͿ
,ŽƵƐĞŬĞĞƉŝŶŐĂŶĚ,ŽƚĞů^ĞƌǀŝĐĞƐĂŶƚŝĐŝƉĂƚĞƐƚŚƌĞĞ;ϯͿĚĞůŝǀĞƌŝĞƐƉĞƌǁĞĞŬ͕ďĂƐĞĚŽŶƚŚĞŽǁŶĞƌͲŽƉĞƌĂƚŽƌΖƐĞǆƉĞƌŝĞŶĐĞ͘ dŚĞĨŽůůŽǁŝŶŐŽƉĞƌĂƚŝŽŶĂůƉƌŽƚŽĐŽůƐǁŝůůďĞŝŵƉůĞŵĞŶƚĞĚĂŶĚŵĂŝŶƚĂŝŶĞĚĨŽƌĂůůŚŽƚĞůǀĞŶĚŽƌƐ͘ ϭ͘ ĞůŝǀĞƌŝĞƐǁŝůůďĞŵĂŶĂŐĞĚƚŽďĞŵĂĚĞĚƵƌŝŶŐ͞ŽĨĨͲƉĞĂŬŚŽƵƌƐ͕͟ǁŝƚŚϰϬйďĞŝŶŐŵĂĚĞƉƌŝŽƌƚŽϴ͗ϬϬĂ͘ŵ͘ĂŶĚƚŚĞďĂůĂŶĐĞ ďĞŝŶŐĚŽŶĞŽŶĂŶĂƐƐŝŐŶĞĚƚŝŵĞďůŽĐŬ;ŽƵƚƐŝĚĞŽĨƉĞĂŬŐĞŶĞƌĂƚŝŽŶŚŽƵƌƐͿƚŽŚĞůƉĚŝƐƚƌŝďƵƚĞĂŶĚƐƉƌĞĂĚŽƵƚĚĞůŝǀĞƌŝĞƐĂŶĚ ĞůŝŵŝŶĂƚĞƋƵĞƵŝŶŐŝƐƐƵĞƐ͘
Ϯ͘ ĞůŝǀĞƌŝĞƐǁŝůůďĞŵĂĚĞďǇϮϬ͛ʹϯϬ͛ůŝŐŚƚͲĚƵƚǇƐĞƌǀŝĐĞƚƌƵĐŬƐŽƌ^ĞƌǀŝĐĞsĂŶƐ͘ Ă͘ ^ĞƌǀŝĐĞǀĂŶƐ;ůŽĐĂůǀĞŶĚŽƌƐͿŵĂǇƵƐĞŽƵƌŐĂƌĂŐĞĞŶƚƌǇĂŶĚĚĞĚŝĐĂƚĞĚƚƵƌŶͲĂƌŽƵŶĚƐƚĂůůƐǁŝƚŚŝŶƚŚĞŐĂƌĂŐĞ͘ ϯ͘ dŚĞ,ŽƚĞůǁŝůůŽƉĞƌĂƚĞǁŝƚŚŽŶͲƐŝƚĞůĂƵŶĚƌǇƐĞƌǀŝĐĞƐƚŽƌĞĚƵĐĞĚĂŝůǇůĂƵŶĚƌǇƉŝĐŬͲƵƉĂŶĚĚĞůŝǀĞƌǇ͘ Ă͘ ^ŚŽƵůĚůĂƵŶĚƌǇƐĞƌǀŝĐĞďĞĐŽŵĞĂƉƌŽĚƵĐƚŽĨĨƵƚƵƌĞŽƉĞƌĂƚŝŽŶƐ͕ĂůŝŐŚƚͲĚƵƚǇƐĞƌǀŝĐĞƚƌƵĐŬǁŝůůĚĞůŝǀĞƌĂŶĚƉŝĐŬƵƉ ůĂƵŶĚƌǇďĞƚǁĞĞŶϭϬ͗ϬϬƉ͘ŵ͘ĂŶĚϳ͗ϬϬĂ͘ŵ͘
ϰ͘ ƐƉƌŽƉŽƐĞĚ͕ĂůůƉŝĐŬͲƵƉƐĂŶĚĚĞůŝǀĞƌŝĞƐŵĂǇďĞƐĞƌǀŝĐĞĚĂƚƚŚĞ,ŽƚĞů͛Ɛ>ŽĂĚŝŶŐƌĞĂĂŶĚͬŽƌƚŚƌŽƵŐŚƚŚĞŐĂƌĂŐĞ͘ ϱ͘ ĞĚŝĐĂƚĞĚƐƉĂĐĞƐŚĂůůďĞĂůůŽĐĂƚĞĚĂƚƚŚĞ>ŽďďǇƌĞĂĂŶĚƚŚĞ^ƚƌĞĞƚ^ŝĚĞĂĨĠƚŽƐƵƉƉŽƌƚĞǆƉĞĚŝƚŝŽƵƐĚĞůŝǀĞƌǇǁŚĞŶ ƌĞƋƵŝƌĞĚ͘
ZĞƐƉĞĐƚĨƵůůǇ ƐƵďŵŝƚƚĞĚ ďǇ͗
:ŽƌĚĞŶ ^ĞŐƌĂǀĞƐ͕ /͕ >

W͕ EZ
WƌŝŶĐŝƉĂů
:KZ
E^
'Zs
^Z,/d
d͗/E͘
ƉŚ ϵϰϵ͘ϯϯϴ͘ϮϲϬϯ
ϯϮϰϬϮ ƌŽǁŶ sĂůůĞǇ WĂƌŬǁĂǇ ηϭϬϮ Ͳ ĂŶĂ WŽŝŶƚ Ͳ ĂůŝĨŽƌŶŝĂ Ͳ ϵϮϲϮϵ - ƉŚ͘ ϵϰϵ͘ϯϯϴ͘ϮϲϬϯ - WĂŐĞ ϭ ŽĨ Ϯ
ĂůŝĨŽƌŶŝĂ ĂůŝĨŽƌŶŝĂ ŝĨŽƌŶŝĂŽĂƐƚĂů ŽĂƐƚĂů ŽĂƐƚĂů ŽĂƐƚĂůŽŵŵŝƐƐŝŽŶ ŽŵŵŝƐƐŝŽŶ ŽŵŵŝƐƐŝŽŶWƌŽũĞĐƚ WƌŽũĞĐƚ WƌŽũĞĐƚZĞƐƉŽŶƐĞ ZĞƐƉŽŶƐĞ ZĞƐƉŽŶƐĞ :ŽďEK͘ϮϬϮϯͲϬϮϬ
d
͗ :ĂŶƵĂƌǇϭϲ͕ϮϬϮϱ
ZĞĨĞƌĞŶĐĞ͗ ZĞĨĞƌĞŶĐĞ͗ ZĞĨĞƌĞŶĐĞ͗ ^WWϮϮ͘ϯϮϭ͕ ϮϮ͘ϯϮϭ͕ ϮϮ͘ϯϮϭ͕ ϮϮ͘ϯϮϭ͕hWϮϮ͘ϯϮϮ͕ ϮϮ͘ϯϮϮ͕ ϮϮ͘ϯϮϮ͕ ϮϮ͘ϯϮϮ͕,WϮϮ͘ϯϮϯ WEη Ϭϱϳ͘ϭϵϭ͘ϲϬ Ϭϱϳ͘ϭϵϭ͘ϲϬ Ϭϱϳ͘ϭϵϭ͘ϲϬ
EͲdƌĂĐƚηϭϰϰϴϲ

WƌŽũĞĐƚ WƌŽũĞĐƚ WƌŽũĞĐƚĚĚƌĞƐƐ͗ ĚĚƌĞƐƐ͗ ĚĚƌĞƐƐ͗ ĚĚƌĞƐƐ͗ dŚĞ'ĂůůĞƌŝĂ͞dŚĞ,ĂŶƐĞŶ͟ϭϴϬϭ
EŽƌƚŚ
ůĂŵŝŶŽZĞĂů^ĂŶ
ůĞŵĞŶƚĞ͕ϵϮϲϳϯ
ƚƚĞŶƚŝŽŶ͗ ƚƚĞŶƚŝŽŶ͗ ƚƚĞŶƚŝŽŶ͗
WĂƵů,ĞƌƌŵĂŶŶ
&ĞŚƌΘWĞĞƌƐ
dƌĂŶƐƉŽƌƚĂƚŝŽŶ
ŶŐŝŶĞĞƌ
WŚ͗ϵϰϵ͘ϯϬϴ͘ϲϯϯϯ
͗ ZĂĐŚĞůEĂƐƌĞ KǁŶĞƌ
WĂƵů͕
dŚĂŶŬǇŽƵĨŽƌŚĞůƉŝŶŐƚŽĐŽŽƌĚŝŶĂƚĞŽƵƌĞĨĨŽƌƚƐĨŽƌƚƌĂĨĨŝĐĞŶŐŝŶĞĞƌŝŶŐĂŶĚĂŶĂůǇƐĞƐĨŽƌŽƵƌƉƌŽũĞĐƚ͘ĞůŽǁŝƐĂƐƵŵŵĂƌǇŽĨŽƵƌ ĚĞǀĞůŽƉŵĞŶƚƚĞĂŵ͛ƐĨŝŶĚŝŶŐƐĂŶĚĞƐƚŝŵĂƚĞƐĨŽƌƚŚĞĂŶƚŝĐŝƉĂƚĞĚĚĞůŝǀĞƌǇĨƌĞƋƵĞŶĐǇĂŶĚƐĐŚĞĚƵůĞĨŽƌŽƵƌƉƌŽũĞĐƚΖƐŽƉĞƌĂƚŝŽŶĂů ĚĞůŝǀĞƌŝĞƐ͘
tĞŚĂǀĞĚĞǀĞůŽƉĞĚƚŚĞĨŽůůŽǁŝŶŐƐƵŵŵĂƌǇďĂƐĞĚŽŶŵĂƌŬĞƚƌĞƐĞĂƌĐŚ͕ŽǁŶĞƌͲŽƉĞƌĂƚŽƌĞǆƉĞƌŝĞŶĐĞ͕ĂŶĚŝŶĚƵƐƚƌǇƉƌŽĨĞƐƐŝŽŶĂů ĂĚǀŝĐĞĂŶĚĐŽŶƐƵůƚĂƚŝŽŶ͘
WƌŽũĞĐƚ^ƵŵŵĂƌǇ͗

ϲϭƌŽŽŵďŽƵƚŝƋƵĞŚŽƚĞů
ϭϬϲWĂƌŬŝŶŐ^ƚĂůůƐŽŶͲƐŝƚĞ
ZĞƐƚĂƵƌĂŶƚƐͬ&ŽŽĚĂŶĚĞǀĞƌĂŐĞ͗
ϭ͘ ZŽŽĨƚŽƉZĞƐƚĂƵƌĂŶƚϭϯϮ^ĞĂƚƐ
Ϯ͘ >ŽďďǇĂĨĠϯϮ^ĞĂƚƐ;ϴƉĂƚŝŽƐĞĂƚƐŶŽĂĚĚŝƚŝŽŶĂůƉĂƌŬŝŶŐƉĞƌ^WĂƌŬŝŶŐKƌĚ͘Ϳ ϯ͘ ^ƚƌĞĞƚ^ŝĚĞWŝĐŬͲƵƉtŝŶĚŽǁĂĨĠ;ϴƉĂƚŝŽƐĞĂƚƐ͕ŶŽĂĚĚŝƚŝŽŶĂůWĂƌŬŝŶŐƉĞƌ^WĂƌŬŝŶŐKƌĚ͘Ϳ ϰ͘ WŽŽů^ŝĚĞĂƌϭϰ^ĞĂƚƐʹ,ŽƚĞů'ƵĞƐƚ^ĞƌǀŝŶŐKŶůǇ;ŶŽĂĚĚŝƚŝŽŶĂůƉĂƌŬŝŶŐͿ ϱ͘ WŽŽůĞĐŬǁŝƚŚнͬͲϯϮ>ŽƵŶŐĞŚĂŝƌƐͲ^ĞƌǀĞĚďǇWŽŽů^ŝĚĞĂƌ;ŶŽĂĚĚŝƚŝŽŶĂůƉĂƌŬŝŶŐͿ ĚĞĚŝĐĂƚĞĚZŽŽŵǁĂƐĂůůŽĐĂƚĞĚĨŽƌƚŚĞKŶƐŝƚĞ>ĂƵŶĚƌǇ&ĂĐŝůŝƚǇ͘ dŚĞ,ĂŶƐĞŶWƌŽƉŽƐĞĚWƌŽũĞĐƚĞůŝǀĞƌǇ
ϯϮϰϬϮ ƌŽǁŶ sĂůůĞǇ WĂƌŬǁĂǇ ηϭϬϮ Ͳ ĂŶĂ WŽŝŶƚ Ͳ ĂůŝĨŽƌŶŝĂ Ͳ ϵϮϲϮϵ - ƉŚ͘ ϵϰϵ͘ϯϯϴ͘ϮϲϬϯ - WĂŐĞ Ϯ ŽĨ Ϯ dŚĞƉƌŽƉŽƐĞĚ dŚĞƉƌŽƉŽƐĞĚdŽƚĂůĞůŝǀĞƌǇ dŽƚĂůĞůŝǀĞƌǇ ĞůŝǀĞƌǇƉĞƌǁĞĞŬ ƉĞƌǁĞĞŬ ƉĞƌǁĞĞŬǁŝůůƌĂŶŐĞĨƌŽŵ ƉĞƌǁĞĞŬǁŝůůƌĂŶŐĞĨƌŽŵ ǁŝůůƌĂŶŐĞĨƌŽŵϭϭƚŽϭϱ͘ ǁŝůůƌĂŶŐĞĨƌŽŵϭϭƚŽϭϱ͘ ϭϭƚŽϭϱ͘ ϭϭƚŽϭϱ͘ ,ŽƚĞůĞůŝǀĞƌƐĨŽƌ&ŽŽĚĂŶĚĞǀĞƌĂŐĞĂŶĚ,ŽƚĞůKƉĞƌĂƚŝŽŶƐ͗ tĞĂŶƚŝĐŝƉĂƚĞĂƌĂŶŐĞŽĨĞŝŐŚƚ;ϴͿƚŽƚǁĞůǀĞ;ϭϮͿĚĞůŝǀĞƌŝĞƐƉĞƌǁĞĞŬĨŽƌĨŽŽĚĂŶĚďĞǀĞƌĂŐĞ͘ĞůŽǁŝƐĂƐƵŵŵĂƌǇŽĨƚŚĞ ŵŝŶŝŵƵŵĚĞůŝǀĞƌǇ͘
dǁŽ;ϮͿ
ĂĐŚĨƌŽŵDĂũŽƌ&ŽŽĚ^ƵƉƉůǇDŽŶĚĂǇƐΘdŚƵƌƐĚĂǇƐ
dŚĞĞ;ϯͿ
ĂĐŚĨƌŽŵ>ŽĐĂůĞĞƌĂŶĚtŝŶĞ;>ŝƋƵŽƌͿƐƵƉƉůŝĞƌƐtŝŶĞϭǆĂŶĚĞĞƌϭǆĂŶĚ>ŝƋƵŽƌϭǆϮ ĂĐŚĨƌŽŵĨƌĞƐŚƉƌŽĚƵĐĞĂŶĚ
ŚĞƌďǀĞŶĚŽƌƐсϮǆǁĞĞŬůǇ
KŶĞ;ϭͿ
ĂĐŚĨƌŽŵŚĞŵŝĐĂůͬ>ĂŶĚƌĞǇƐĞƌǀŝĐĞĐŽŵƉĂŶǇ;EŽƚĞ͗ŶŽƚĂůůŽĨĨĞƌƚŚĞƐĂŵĞƐĞƌǀŝĐĞƐ͕ĂŶĚƚŚŝƐƵƐƵĂůůǇĐĂŶďĞĂďƐŽƌďĞĚ ďǇŵĂũŽƌĨŽŽĚƐƵƉƉůŝĞƌƐͿ
,ŽƵƐĞŬĞĞƉŝŶŐĂŶĚ,ŽƚĞů^ĞƌǀŝĐĞƐĂŶƚŝĐŝƉĂƚĞƐƚŚƌĞĞ;ϯͿĚĞůŝǀĞƌŝĞƐƉĞƌǁĞĞŬ͕ďĂƐĞĚŽŶƚŚĞŽǁŶĞƌͲŽƉĞƌĂƚŽƌΖƐĞǆƉĞƌŝĞŶĐĞ͘ dŚĞĨŽůůŽǁŝŶŐŽƉĞƌĂƚŝŽŶĂůƉƌŽƚŽĐŽůƐǁŝůůďĞŝŵƉůĞŵĞŶƚĞĚĂŶĚŵĂŝŶƚĂŝŶĞĚĨŽƌĂůůŚŽƚĞůǀĞŶĚŽƌƐ͘ ϭ͘ ĞůŝǀĞƌŝĞƐǁŝůůďĞŵĂŶĂŐĞĚƚŽďĞŵĂĚĞĚƵƌŝŶŐ͞ŽĨĨͲƉĞĂŬŚŽƵƌƐ͕͟ǁŝƚŚϰϬйďĞŝŶŐŵĂĚĞƉƌŝŽƌƚŽϴ͗ϬϬĂ͘ŵ͘ĂŶĚƚŚĞďĂůĂŶĐĞ ďĞŝŶŐĚŽŶĞŽŶĂŶĂƐƐŝŐŶĞĚƚŝŵĞďůŽĐŬ;ŽƵƚƐŝĚĞŽĨƉĞĂŬŐĞŶĞƌĂƚŝŽŶŚŽƵƌƐͿƚŽŚĞůƉĚŝƐƚƌŝďƵƚĞĂŶĚƐƉƌĞĂĚŽƵƚĚĞůŝǀĞƌŝĞƐĂŶĚ ĞůŝŵŝŶĂƚĞƋƵĞƵŝŶŐŝƐƐƵĞƐ͘
Ϯ͘ ĞůŝǀĞƌŝĞƐǁŝůůďĞŵĂĚĞďǇϮϬ͛ʹϯϬ͛ůŝŐŚƚͲĚƵƚǇƐĞƌǀŝĐĞƚƌƵĐŬƐŽƌ^ĞƌǀŝĐĞsĂŶƐ͘ Ă͘ ^ĞƌǀŝĐĞǀĂŶƐ;ůŽĐĂůǀĞŶĚŽƌƐͿŵĂǇƵƐĞŽƵƌŐĂƌĂŐĞĞŶƚƌǇĂŶĚĚĞĚŝĐĂƚĞĚƚƵƌŶͲĂƌŽƵŶĚƐƚĂůůƐǁŝƚŚŝŶƚŚĞŐĂƌĂŐĞ͘ ϯ͘ dŚĞ,ŽƚĞůǁŝůůŽƉĞƌĂƚĞǁŝƚŚŽŶͲƐŝƚĞůĂƵŶĚƌǇƐĞƌǀŝĐĞƐƚŽƌĞĚƵĐĞĚĂŝůǇůĂƵŶĚƌǇƉŝĐŬͲƵƉĂŶĚĚĞůŝǀĞƌǇ͘ Ă͘ ^ŚŽƵůĚůĂƵŶĚƌǇƐĞƌǀŝĐĞďĞĐŽŵĞĂƉƌŽĚƵĐƚŽĨĨƵƚƵƌĞŽƉĞƌĂƚŝŽŶƐ͕ĂůŝŐŚƚͲĚƵƚǇƐĞƌǀŝĐĞƚƌƵĐŬǁŝůůĚĞůŝǀĞƌĂŶĚƉŝĐŬƵƉ ůĂƵŶĚƌǇďĞƚǁĞĞŶϭϬ͗ϬϬƉ͘ŵ͘ĂŶĚϳ͗ϬϬĂ͘ŵ͘
ϰ͘ ƐƉƌŽƉŽƐĞĚ͕ĂůůƉŝĐŬͲƵƉƐĂŶĚĚĞůŝǀĞƌŝĞƐŵĂǇďĞƐĞƌǀŝĐĞĚĂƚƚŚĞ,ŽƚĞů͛Ɛ>ŽĂĚŝŶŐƌĞĂĂŶĚͬŽƌƚŚƌŽƵŐŚƚŚĞŐĂƌĂŐĞ͘ ϱ͘ ĞĚŝĐĂƚĞĚƐƉĂĐĞƐŚĂůůďĞĂůůŽĐĂƚĞĚĂƚƚŚĞ>ŽďďǇƌĞĂĂŶĚƚŚĞ^ƚƌĞĞƚ^ŝĚĞĂĨĠƚŽƐƵƉƉŽƌƚĞǆƉĞĚŝƚŝŽƵƐĚĞůŝǀĞƌǇǁŚĞŶ ƌĞƋƵŝƌĞĚ͘
ZĞƐƉĞĐƚĨƵůůǇ ƐƵďŵŝƚƚĞĚ ďǇ͗
:ŽƌĚĞŶ ^ĞŐƌĂǀĞƐ͕ /͕ >

W͕ EZ
WƌŝŶĐŝƉĂů
:KZ
E^
'Zs
^Z,/d
d͗/E͘
ƉŚ ϵϰϵ͘ϯϯϴ͘ϮϲϬϯ
APPENDIX H.2
VMT Screening Assessment
This document is designed for double-sided printing to conserve natural resources.

ϮϭϬϵϯϱʹ,ĂŶƐŽŶ,ŽƚĞů WĂŐĞϭŽĨϵ
dĞĐŚŶŝĐĂůDĞŵŽƌĂŶĚƵŵ
&ĞďƌƵĂƌǇϮ͕ϮϬϮϲ
dŽ͗ <ƌŝƐƚĞŶŽŐƵĞ͕DŝĐŚĂĞůĂŬĞƌ/ŶƚĞƌŶĂƚŝŽŶĂů
&ƌŽŵ͗ :ŽƌĚĂŶ'ƌĂǇW
d
͕DŝĐŚĂĞůĂŬĞƌ/ŶƚĞƌŶĂƚŝŽŶĂů
Subject: San Clemente 1801 N. El Camino Real - VMT Screening Assessment
Introduction
dŚĞ ƉƵƌƉŽƐĞ ŽĨ ƚŚŝƐ ŵĞŵŽƌĂŶĚƵŵ ŝƐ ƚŽ ĚŽĐƵŵĞŶƚ Ă ǀĞŚŝĐůĞ ŵŝůĞƐ ƚƌĂǀĞůĞĚ ;sDdͿ ĂƐƐĞƐƐŵĞŶƚ ĨŽƌ ƚŚĞ ƉƌŽƉŽƐĞĚ,ĂŶƐŽŶ,ŽƚĞů;WƌŽũĞĐƚͿŝŶƐƵƉƉŽƌƚŽĨƚŚĞƚƌĂŶƐƉŽƌƚĂƚŝŽŶĐŽŵƉŽŶĞŶƚŽĨƚŚĞĂůŝĨŽƌŶŝĂ ŶǀŝƌŽŶŵĞŶƚĂů
YƵĂůŝƚǇĐƚ;
YͿĂŶĂůǇƐŝƐ͘^ƉĞĐŝĨŝĐĂůůǇ͕ĂsDdƐĐƌĞĞŶŝŶŐĂŶĂůǇƐŝƐŝƐĚŽĐƵŵĞŶƚĞĚŝŶƚŚŝƐŵĞŵŽƌĂŶĚƵŵ͘dŚĞ WƌŽũĞĐƚƉƌŽƉŽƐĞƐƚŽĐŽŶƐƚƌƵĐƚĂƚŚƌĞĞͲƐƚŽƌǇ͕ϲϭͲƌŽŽŵŚŽƚĞů͕ǁŝƚŚĂƚŚŝƌĚͲĨůŽŽƌƌŽŽĨƚŽƉƌĞƐƚĂƵƌĂŶƚĂŶĚďĂƌ͕ ƚǁŽ ĐĂĨĞƐ͕ ƉŽŽů ǁŝƚŚ Ă ďĂƌ ĂŶĚ ƌĞƐƚĂƵƌĂŶƚ͕ ĂŶĚ Ă ƚǁŽͲůĞǀĞů ƐƵďƚĞƌƌĂŶĞĂŶ ƉĂƌŬŝŶŐ ƐƚƌƵĐƚƵƌĞ ǁŝƚŚ ƐŝƚĞ ŝŵƉƌŽǀĞŵĞŶƚƐŝŶĐůƵĚŝŶŐǁĂůůƐ͕ŚĂƌĚƐĐĂƉĞ͕ůĂŶĚƐĐĂƉĞ͕ƉĞĚĞƐƚƌŝĂŶŝŵƉƌŽǀĞŵĞŶƚƐ͕ĂŶĚŝŵƉƌŽǀĞŵĞŶƚƐŝŶƚŚĞ ŝƚǇƌŝŐŚƚͲŽĨͲǁĂǇ͘
dĂďůĞϭƉƌŽǀŝĚĞƐŬĞǇWƌŽũĞĐƚŝŶĨŽƌŵĂƚŝŽŶ͘
ǆŚŝďŝƚϭƐŚŽǁƐƚŚĞůŽĐĂƚŝŽŶŽĨƚŚĞWƌŽũĞĐƚĂŶĚ
ǆŚŝďŝƚϮƐŚŽǁƐƚŚĞ
ĐŽŶĐĞƉƚƵĂůƐŝƚĞƉůĂŶ͘
Table 1 – Project Information Summary
/ƚĞŵ ĞƐĐƌŝƉƚŝŽŶ
WƌŽũĞĐƚdŝƚůĞ ,ĂŶƐŽŶ,ŽƚĞů
WƌŽũĞĐƚ>ŽĐĂƚŝŽŶ
ϭϴϬϭE͘
ůĂŵŝŶŽZĞĂů
EŽƌƚŚǁĞƐƚĐŽƌŶĞƌŽĨ
ůĂŵŝŶŽZĞĂůĂŶĚ
͘ǀĞŶŝĚĂWŝĐŽ͕ŝŶƚŚĞŝƚǇŽĨ^ĂŶůĞŵĞŶƚĞ͕
KƌĂŶŐĞŽƵŶƚǇ͕ĂůŝĨŽƌŶŝĂ͘
^ƵƌƌŽƵŶĚŝŶŐhƐĞƐ
dŚĞĞǆŝƐƚŝŶŐƐŝƚĞŝƐďŽƌĚĞƌĞĚďǇĐŽŵŵĞƌĐŝĂůƵƐĞƐƚŽƚŚĞƐŽƵƚŚĂŶĚĞĂƐƚ͕ŽƉĞŶƐƉĂĐĞ ĂŶĚWŝĐŽWĂƌŬƚŽƚŚĞŶŽƌƚŚĂŶĚǁĞƐƚ͘^ĂŶůĞŵĞŶƚĞDĞƚƌŽůŝŶŬ^ƚĂƚŝŽŶŝƐůŽĐĂƚĞĚ ĂƉƉƌŽǆŝŵĂƚĞůǇϰϬϬĨĞĞƚƚŽƚŚĞǁĞƐƚŽŶƚŚĞƐŽƵƚŚƐŝĚĞŽĨ ůĂŵŝŶŽZĞĂů͘

ǆŝƐƚŝŶŐhƐĞ dŚĞĞǆŝƐƚŝŶŐƐŝƚĞŝƐǀĂĐĂŶƚĂŶĚƵŶĚĞǀĞůŽƉĞĚ͘ WƌŽƉŽƐĞĚhƐĞ
dŚĞWƌŽũĞĐƚǁŽƵůĚĐŽŶƐŝƐƚŽĨĂƚŚƌĞĞͲƐƚŽƌǇ͕ϲϭͲƌŽŽŵŚŽƚĞů͕ǁŝƚŚĂƚŚŝƌĚͲĨůŽŽƌƌŽŽĨƚŽƉ ƌĞƐƚĂƵƌĂŶƚĂŶĚďĂƌ͕ƚǁŽĐĂĨĞƐ͕ƉŽŽůǁŝƚŚĂďĂƌĂŶĚƌĞƐƚĂƵƌĂŶƚ͕ĂŶĚĂƚǁŽͲůĞǀĞů ƐƵďƚĞƌƌĂŶĞĂŶƉĂƌŬŝŶŐƐƚƌƵĐƚƵƌĞǁŝƚŚƐŝƚĞŝŵƉƌŽǀĞŵĞŶƚƐŝŶĐůƵĚŝŶŐǁĂůůƐ͕ŚĂƌĚƐĐĂƉĞ͕ ůĂŶĚƐĐĂƉĞ͕ƉĞĚĞƐƚƌŝĂŶŝŵƉƌŽǀĞŵĞŶƚƐ͕ĂŶĚŝŵƉƌŽǀĞŵĞŶƚƐŝŶƚŚĞŝƚǇƌŝŐŚƚͲŽĨͲǁĂǇ͘ ϮϭϬϵϯϱʹ,ĂŶƐŽŶ,ŽƚĞů WĂŐĞϮŽĨϵ
Project Trip Generation
dŚĞWƌŽũĞĐƚƐŝƚĞƚƌŝƉƐǁĞƌĞĚŽĐƵŵĞŶƚĞĚŝŶƚŚĞ&ŽĐƵƐĞĚdƌĂŶƐƉŽƌƚĂƚŝŽŶ^ƚƵĚǇƉĞƌĨŽƌŵĞĚďǇ&ĞŚƌΘWĞĞƌƐŽŶ :ĂŶƵĂƌǇ ϭϳ͕ ϮϬϮϱ ƵŶĚĞƌĂƐĞƉĂƌĂƚĞ ĐŽǀĞƌĂŶĚŝŶĐůƵĚĞĚŝŶƚƚĂĐŚŵĞŶƚ͘Ɛ ƐƵŵŵĂƌŝǌĞĚŝŶ ƚŚŝƐ ƐĞƉĂƌĂƚĞ ƌĞƉŽƌƚ͕ƚŚĞƚƌŝƉŐĞŶĞƌĂƚŝŽŶĞƋƵĂƚŝŽŶƐĨƌŽŵƚŚĞ/ŶƐƚŝƚƵƚĞŽĨdƌĂŶƐƉŽƌƚĂƚŝŽŶ ŶŐŝŶĞĞƌƐ͛;/d
ͿdƌŝƉ'ĞŶĞƌĂƚŝŽŶ
DĂŶƵĂůϭϭƚŚ
ĚŝƚŝŽŶ͘dĂďůĞϮƉƌŽǀŝĚĞƐƚŚĞƚƌŝƉŐĞŶĞƌĂƚŝŽŶĞƋƵĂƚŝŽŶƐĨŽƌĂŚŽƚĞůƵƐĞ;/d >ĂŶĚhƐĞŽĚĞϯϭϬͿ͕
ĨŝŶĞ ĚŝŶŝŶŐƵƐĞ ;/d
>ĂŶĚhƐĞ ŽĚĞ ϵϯϭͿ͕ĂŶĚ ĐĂĨĠ ƵƐĞ ;/d
>ĂŶĚhƐĞ ŽĚĞ ϵϯϲͿ͘ dĂďůĞ ϯ ƐƵŵŵĂƌŝǌĞƐ ƚŚĞ
ǀĞŚŝĐƵůĂƌƚƌŝƉŐĞŶĞƌĂƚŝŽŶĨŽƌĞĐĂƐƚƚŽďĞŐĞŶĞƌĂƚĞĚďǇƚŚĞWƌŽũĞĐƚ͘ ƐƐŚŽǁŶŝŶdĂďůĞϯ͕ĚƵƌŝŶŐƚŚĞǁĞĞŬĚĂǇ͕ƚŚĞƉƌŽƉŽƐĞĚWƌŽũĞĐƚŝƐĨŽƌĞĐĂƐƚƚŽŐĞŶĞƌĂƚĞĂƉƉƌŽǆŝŵĂƚĞůǇϭ͕ϲϯϭ ĚĂŝůǇƚƌŝƉƐǁŝƚŚϱϳDWĞĂŬ,ŽƵƌƚƌŝƉƐ;ϯϮŝŶďŽƵŶĚͬϮϱŽƵƚďŽƵŶĚͿ͕ĂŶĚϲϱWDWĞĂŬ,ŽƵƌƚƌŝƉƐ;ϯϲŝŶďŽƵŶĚ ͬϮϵŽƵƚďŽƵŶĚͿ͘
dĂďůĞϮʹ/d
dƌŝƉ'ĞŶĞƌĂƚŝŽŶZĂƚĞƐ
>ĂŶĚhƐĞ /d
>ĂŶĚhƐĞ
ŽĚĞ;ϭͿ ĂŝůǇ DWĞĂŬ,ŽƵƌ WDWĞĂŬ,ŽƵƌ
dŽƚĂů /Ŷ ͗ KƵƚ dŽƚĂů /Ŷ ͗ KƵƚ
,ŽƚĞů ϯϭϬ ϱ͘ϴϰͬZŽŽŵ Ϭ͘ϰϲͬZŽŽŵ ϱϲй ͗ ϰϰй Ϭ͘ϱϵͬZŽŽŵ ϱϭй ͗ ϰϵй &ŝŶĞŝŶŝŶŐ ϵϯϭ ϴϯ͘ϴϰͬ<^& ;ϮͿ Ϭ͘ϳϯͬ<^&;ϮͿͲ ͗ Ͳ ϳ͘ϴϬͬ<^&;ϮͿ ϲϳй ͗ ϯϯй ĂĨĠ;WƵďůŝĐtĂůŬͲhƉͿ ϵϯϲ Ͳ ͬ<^& ;ϮͿ ϵϯ͘Ϭϴͬ<^&;ϮͿ ϱϭй ͗ ϰϵй ϯϮ͘Ϯϵͬ<^&;ϮͿ ϱϬй ͗ ϱϬй ;ϭͿ^ŽƵƌĐĞ͗/d
dƌŝƉ'ĞŶĞƌĂƚŝŽŶDĂŶƵĂů͕ϭϭƚŚ
ĚŝƚŝŽŶ;/ŶƐƚŝƚƵƚĞŽĨdƌĂŶƐƉŽƌƚĂƚŝŽŶ
ŶŐŝŶĞĞƌƐ͕ϮϬϮϭͿ
;ϮͿ<^&сϭ͕ϬϬϬƐƋƵĂƌĞĨĞĞƚ
dĂďůĞϯʹWƌŽũĞĐƚdƌŝƉ'ĞŶĞƌĂƚŝŽŶ
>ĂŶĚhƐĞ /ŶƚĞŶƐŝƚǇ ĂŝůǇ
dƌŝƉƐ
DWĞĂŬ,ŽƵƌ WDWĞĂŬ,ŽƵƌ
sŽůƵŵĞ /ŶďŽƵŶĚ KƵƚďŽƵŶĚ sŽůƵŵĞ /ŶďŽƵŶĚ KƵƚďŽƵŶĚ
,ŽƚĞů ϲϭ ZŽŽŵƐ ϰϴϳ Ϯϴ ϭϲ ϭϮ ϯϲ ϭϴ ϭϴ
&ŝŶĞŝŶŝŶŐ Ϯ͘ϱϰ <^&;ϭͿ Ϯϭϯ Ϯ Ϯ Ϭ ϮϬ ϭϯ ϳ
ĂĨĠ;WƵďůŝĐtĂůŬͲhƉͿ Ϭ͘Ϯϵ <^&;ϭͿ ϵϯϭ Ϯϳ ϭϰ ϭϯ ϵ ϱ ϰ
dŽƚĂůdƌŝƉ'ĞŶĞƌĂƚŝŽŶ ϭ͕ϲϯϭ ϱϳ ϯϮ Ϯϱ ϲϱ ϯϲ Ϯϵ
;ϭͿ<^&сϭ͕ϬϬϬƐƋƵĂƌĞĨĞĞƚ
VMT Assessment Guidelines & Methodology
dŚĞŝƚǇŽĨ^ĂŶůĞŵĞŶƚĞĐƵƌƌĞŶƚůǇĚŽĞƐŶŽƚŚĂǀĞƚŚĞŝƌŽǁŶĂĚŽƉƚĞĚsDdŐƵŝĚĞůŝŶĞƐ͘dŚĞƉƌŝŵĂƌǇƌĞƐŽƵƌĐĞ ĨŽƌƚŚŝƐsDdƐĐƌĞĞŶŝŶŐĂƐƐĞƐƐŵĞŶƚŝƐƚŚĞKƌĂŶŐĞŽƵŶƚǇ'ƵŝĚĞůŝŶĞƐĨŽƌ ǀĂůƵĂƚŝŶŐsDdhŶĚĞƌ
Y;ŽƵŶƚǇ
'ƵŝĚĞůŝŶĞƐͿĂŶĚƚŚĞ'ŽǀĞƌŶŽƌ͛ƐKĨĨŝĐĞŽĨWůĂŶŶŝŶŐĂŶĚZĞƐĞĂƌĐŚ;KWZͿdĞĐŚŶŝĐĂůĚǀŝƐŽƌǇ;dͿŽŶ ǀĂůƵĂƚŝŶŐ
dƌĂŶƐƉŽƌƚĂƚŝŽŶ/ŵƉĂĐƚƐ ĨŽƌ
Y͘ƐŽƵƚůŝŶĞĚŝŶ ƚŚĞŽƵŶƚǇ'ƵŝĚĞůŝŶĞƐ͕ĐĞƌƚĂŝŶƉƌŽũĞĐƚƐ͕ďĞĐĂƵƐĞŽĨ ƚŚĞŝƌ ƐŝǌĞ͕ŶĂƚƵƌĞ͕ŽƌůŽĐĂƚŝŽŶ͕ĂƌĞĞǆĞŵƉƚĨƌŽŵƚŚĞƌĞƋƵŝƌĞŵĞŶƚƐŽĨƉƌĞƉĂƌŝŶŐĂĚĞƚĂŝůĞĚsDdĂŶĂůǇƐŝƐĂŶĚĐĂŶďĞ ƉƌĞƐƵŵĞĚƚŽŚĂǀĞĂůĞƐƐƚŚĂŶƐŝŐŶŝĨŝĐĂŶƚŝŵƉĂĐƚďĂƐĞĚŽŶĐĞƌƚĂŝŶƐĐƌĞĞŶŝŶŐĐƌŝƚĞƌŝĂ͘ Screening Criteria

ĂĐŚŽĨƚŚĞƐĐƌĞĞŶŝŶŐĐƌŝƚĞƌŝĂŽƵƚůŝŶĞĚŝŶƚŚĞŽƵŶƚǇ'ƵŝĚĞůŝŶĞƐǁĞƌĞĞǀĂůƵĂƚĞĚĨŽƌƚŚĞƉƌŽƉŽƐĞĚWƌŽũĞĐƚĂŶĚ ƚŚĞƌĞƐƵůƚƐĂƌĞƐƵŵŵĂƌŝǌĞĚŝŶdĂďůĞϰ͘ƐƐŚŽǁŶ͕ƚŚĞWƌŽũĞĐƚŵĞĞƚƐƚŚĞƐĐƌĞĞŶŝŶŐĐƌŝƚĞƌŝĂďĂƐĞĚŽŶƚŚĞ͞^ŵĂůů WƌŽũĞĐƚ͟ ĐƌŝƚĞƌŝŽŶ ŝĚĞŶƚŝĨŝĞĚ ďĞůŽǁ͘ dŚĞƌĞĨŽƌĞ͕ Ă ĨƵůů sDd ĂŶĂůǇƐŝƐ ŝƐ EKd ƌĞƋƵŝƌĞĚ͕ ĂŶĚ ƚŚĞ WƌŽũĞĐƚ ŝƐ ƉƌĞƐƵŵĞĚƚŽŚĂǀĞĂůĞƐƐͲƚŚĂŶͲƐŝŐŶŝĨŝĐĂŶƚƚƌĂŶƐƉŽƌƚĂƚŝŽŶŝŵƉĂĐƚŽŶƚŚĞĞŶǀŝƌŽŶŵĞŶƚ͘ ϮϭϬϵϯϱʹ,ĂŶƐŽŶ,ŽƚĞů WĂŐĞϯŽĨϵ
d>
ϰ ʹ sDd ^Z

E/E'Z/d
Z/^hDDZz
^ĐƌĞĞŶŝŶŐƌŝƚĞƌŝĂϭ WƌŽũĞĐƚ
ǀĂůƵĂƚŝŽŶ ZĞƐƵůƚ
WƌŽũĞĐƚƐ
>ŽĐĂƚĞĚEĞĂƌ
dƌĂŶƐŝƚ
WĞƌKWZ͛ƐdĞĐŚŶŝĐĂůĚǀŝƐŽƌǇ͕ ƌĞƐŝĚĞŶƚŝĂů͕ ƌĞƚĂŝů͕ŽĨĨŝĐĞƉƌŽũĞĐƚƐ͕Žƌ ƉƌŽũĞĐƚƐƚŚĂƚŚĂǀĞĂŵŝǆŽĨƚŚŽƐĞƵƐĞƐǁŚŽƐĞƉƌŽũĞĐƚƐŝƚĞďŽƵŶĚĂƌŝĞƐ ĂƌĞǁŝƚŚŝŶŽŶĞŚĂůĨŵŝůĞŽĨĂŶĞǆŝƐƚŝŶŐŵĂũŽƌƚƌĂŶƐŝƚƐƚŽƉ͕ƉůĂŶŶĞĚ ŵĂũŽƌ ƚƌĂŶƐŝƚ ƐƚŽƉ͕ Žƌ Ă ƐƚŽƉͬƚƌĂŶƐŝƚ ĐĞŶƚĞƌ ĂůŽŶŐ Ă ŚŝŐŚͲƋƵĂůŝƚǇ ƚƌĂŶƐŝƚ ĐŽƌƌŝĚŽƌ ǁŽƵůĚ ŶŽƌŵĂůůǇ ďĞ ƉƌĞƐƵŵĞĚ ƚŽ ŚĂǀĞ Ă ůĞƐƐ ƚŚĂŶ ƐŝŐŶŝĨŝĐĂŶƚƚƌĂŶƐƉŽƌƚĂƚŝŽŶŝŵƉĂĐƚ͘hŶůĞƐƐƚŚĞƉƌŽũĞĐƚŝƐŝŶĐŽŶƐŝƐƚĞŶƚ ǁŝƚŚ ƚŚĞ ZdWͬ^^͕ ŚĂƐ Ă ĨůŽŽƌͲƚŽͲĂƌĞĂͲƌĂƚŝŽ ;&ZͿ ůĞƐƐ ƚŚĂŶ Ϭ͘ϳϱ͕ ƉƌŽǀŝĚĞƐĂŶĞǆĐĞƐƐŝǀĞĂŵŽƵŶƚŽĨƉĂƌŬŝŶŐ͕ŽƌƌĞĚƵĐĞƐƚŚĞŶƵŵďĞƌŽĨ ĂĨĨŽƌĚĂďůĞƌĞƐŝĚĞŶƚŝĂůƵŶŝƚƐ͕ƚŚĞƉƌŽũĞĐƚǁŝůůďĞĐŽŶƐŝĚĞƌĞĚůĞƐƐƚŚĂŶ ƐŝŐŶŝĨŝĐĂŶƚ͘
dŚĞWƌŽũĞĐƚŝƐůŽĐĂƚĞĚ
ǁŝƚŚŝŶŽŶĞŚĂůĨŵŝůĞŽĨĂŶ
ĞǆŝƐƚŝŶŐŵĂũŽƌƚƌĂŶƐŝƚ
ƐƚŽƉĂŶĚŚĂƐĂ&ZŽĨ
Ϭ͘ϵϯϳ͕ĐŽŶƐŝƐƚĞŶƚǁŝƚŚ
ƚŚĞZdWͬ^^͕ĂŶĚĚŽĞƐ
ŶŽƚƉƌŽǀŝĚĞĞǆĐĞƐƐŝǀĞ
ĂŵŽƵŶƚŽĨƉĂƌŬŝŶŐ͕ĂŶĚ
ĚŽĞƐŶŽƚƌĞĚƵĐĞƚŚĞ
ŶƵŵďĞƌŽĨĂĨĨŽƌĚĂďůĞ
ƌĞƐŝĚĞŶƚŝĂůƵŶŝƚƐ͘;^ĞĞ

ǆŚŝďŝƚϯͿ
^ĐƌĞĞŶŝŶŐ
ƌŝƚĞƌŝĂ/Ɛ
DĞƚ
EĞŝŐŚďŽƌŚŽŽĚ
ZĞƚĂŝůWƌŽũĞĐƚ
dŚĞ ƉƌŽũĞĐƚ ŝŶǀŽůǀĞƐ ůŽĐĂůͲƐĞƌǀŝŶŐ ƌĞƚĂŝů ƐƉĂĐĞ ŽĨ ůĞƐƐ ƚŚĂŶ ϱϬ͕ϬϬϬ ƐƋƵĂƌĞĨĞĞƚ͘
dŚĞWƌŽũĞĐƚĚŽĞƐŶŽƚ
ƉƌŽǀŝĚĞůŽĐĂůƌĞƚĂŝů͘
dŚĞƌĞĨŽƌĞ͕ƚŚŝƐĐƌŝƚĞƌŝĂ
ĚŽĞƐŶŽƚĂƉƉůǇ͘
^ĐƌĞĞŶŝŶŐ
ƌŝƚĞƌŝĂ/Ɛ
EŽƚDĞƚ
ĨĨŽƌĚĂďůĞ
,ŽƵƐŝŶŐ
WƌŽũĞĐƚƐ
ŽƵŶƚǇ ŐƵŝĚĞůŝŶĞƐ ĂůůŽǁƐ ĨŽƌ Ă ůĞƐƐ ƚŚĂŶ ƐŝŐŶŝĨŝĐĂŶƚ ĨŝŶĚŝŶŐ ĨŽƌ ƚƌĂŶƐƉŽƌƚĂƚŝŽŶ ŝŵƉĂĐƚƐ ŽĨ ƌĞƐŝĚĞŶƚŝĂů ƉƌŽũĞĐƚƐ ƚŚĂƚ ĂƌĞ ϭϬϬй ĂĨĨŽƌĚĂďůĞŚŽƵƐŝŶŐƵŶŝƚƐ͘
dŚĞƉƌŽũĞĐƚŝƐĂŚŽƚĞůĂŶĚ
ŝƐŶŽƚĐŽŶƐŝĚĞƌĞĚ
ĂĨĨŽƌĚĂďůĞŚŽƵƐŝŶŐ͘
^ĐƌĞĞŶŝŶŐ
ƌŝƚĞƌŝĂ/Ɛ
EŽƚDĞƚ
>ŽǁsDdƌĞĂ
WĞƌ ŽƵŶƚǇ 'ƵŝĚĞůŝŶĞƐ͕ ŝĨ ƚŚĞ ƉƌŽũĞĐƚ ŝƐ ŝŶ Ă >Žǁ sDd ĂƌĞĂ͕ ĂŶĚ ŝŶĐŽƌƉŽƌĂƚĞƐ ƐŝŵŝůĂƌ ĨĞĂƚƵƌĞƐ ;ŝ͘Ğ͕͘ ĚĞŶƐŝƚǇ͕ ŵŝǆ ŽĨ ƵƐĞƐ͕ ƚƌĂŶƐŝƚ ĂĐĐĞƐƐŝďŝůŝƚǇͿ͕ ŝƚ ĐĂŶ ďĞ ƌĞĂƐŽŶĂďůǇ ƉƌĞƐƵŵĞĚ ƚŚĂƚ ŝƚ ǁŝůů ĞǆŚŝďŝƚ ƐŝŵŝůĂƌůǇůŽǁsDd͘;^ĞĞ
ǆŚŝďŝƚϰͿ
dŚĞWƌŽũĞĐƚƐŝƚĞŝƐŶŽƚ
ǁŝƚŚŝŶĂůŽǁsDdĂƌĞĂ͘
^ĐƌĞĞŶŝŶŐ
ƌŝƚĞƌŝĂ/Ɛ
EŽƚDĞƚ
^ŵĂůůWƌŽũĞĐƚƐ
WĞƌƚŚĞŽƵŶƚǇ͛Ɛ'ƵŝĚĞůŝŶĞƐ͕ƉƌŽũĞĐƚƐĂƌĞĐŽŶƐŝĚĞƌĞĚƐŵĂůůƉƌŽũĞĐƚƐ ǁŝƚŚƵƉƚŽϱϬϬdĚƵĞƚŽƚŚĞĐŽŵŵŽŶ','ĞŵŝƐƐŝŽŶƐƚŚƌĞƐŚŽůĚƐ ŽĨϯ͕ϬϬϬŵĞƚƌŝĐƚŽŶƐ;DdͿŽĨĐĂƌďŽŶĚŝŽǆŝĚĞĞƋƵŝǀĂůĞŶƚ;KϮ ͿƉĞƌ
ǇĞĂƌ͘dŚĞ ŽƵŶƚǇ ƐƚĂƚĞƐ ƚŚĂƚ ǀĞŚŝĐůĞ ĞŵŝƐƐŝŽŶƐ ĂƌĞ ƚǇƉŝĐĂůůǇŵŽƌĞ ƚŚĂŶϱϬƉĞƌĐĞŶƚŽĨƚŚĞƚŽƚĂůƉƌŽũĞĐƚ','ĞŵŝƐƐŝŽŶƐ͘dŚƵƐ͕ĂƉƌŽũĞĐƚ ǁŝƚŚ ϱϬϬ d ǁŽƵůĚ ŐĞŶĞƌĂůůǇ ŚĂǀĞ ƚŽƚĂů ƉƌŽũĞĐƚ ĞŵŝƐƐŝŽŶƐ ƚŚĂƚ ĐŽƵůĚďĞůĞƐƐƚŚĂŶϭ͕ϯϬϬDdKϮ
ͬǇĞĂƌ͘
dŚĞWƌŽũĞĐƚŝƐĞǆƉĞĐƚĞĚ
ƚŽŐĞŶĞƌĂƚĞϭ͕ϲϯϭd͕
ǁŚŝĐŚŝƐĂďŽǀĞƚŚĞ
ŽƵŶƚǇ͛ƐϱϬϬd
ƌĞƋƵŝƌĞŵĞŶƚ͘
^ĐƌĞĞŶŝŶŐ
ƌŝƚĞƌŝĂ/Ɛ
EŽƚDĞƚ
ϮϭϬϵϯϱʹ,ĂŶƐŽŶ,ŽƚĞů WĂŐĞϰŽĨϵ
d>
ϰ ʹ sDd ^Z

E/E'Z/d
Z/^hDDZz
^ĐƌĞĞŶŝŶŐƌŝƚĞƌŝĂϭ WƌŽũĞĐƚ
ǀĂůƵĂƚŝŽŶ ZĞƐƵůƚ
>ŽĐĂůͲ^ĞƌǀŝŶŐ
WƵďůŝĐ&ĂĐŝůŝƚŝĞƐ
^ŝŵŝůĂƌ ƚŽ ƌĞƚĂŝů ůĂŶĚ ƵƐĞƐ͕ ůŽĐĂůͲƐĞƌǀŝŶŐ ƉƵďůŝĐ ĨĂĐŝůŝƚŝĞƐ ĂƌĞ ƉƌĞƐƵŵĞĚƚŽŚĂǀĞĂůĞƐƐƚŚĂŶƐŝŐŶŝĨŝĐĂŶƚŝŵƉĂĐƚŽŶsDd͘dŚŝƐǁŽƵůĚ ŝŶĐůƵĚĞ ŐŽǀĞƌŶŵĞŶƚ ĨĂĐŝůŝƚŝĞƐ ŝŶƚĞŶĚĞĚ ƚŽ ƐĞƌǀĞ ƚŚĞ ůŽĐĂů ƉƵďůŝĐ͕ ƉĂƌŬƐ͕ƉƵďůŝĐĞůĞŵĞŶƚĂƌǇƐĐŚŽŽůƐ͕ƉƵďůŝĐŵŝĚĚůĞƐĐŚŽŽůƐ͕ĂŶĚƉƵďůŝĐ ŚŝŐŚƐĐŚŽŽůƐ͘
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Conclusion
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YĂŶĚĂĚĞƚĂŝůĞĚsDdĂŶĂůǇƐŝƐŝƐŶŽƚƌĞƋƵŝƌĞĚ͘
Exhibit 1
Regional Project Area
H:\pdata\210935\Admin\Reports\Environmental\Tech Studies\VMT Screening\exhibits Not to Scale
December 2025
Not to Scale
Exhibit 2
Site Plan
H:\pdata\210935\Admin\Reports\Environmental\Tech Studies\VMT Screening\exhibits December 2025
Exhibit 3
County of Orange Transit Priority Areas
Project Site
Source:

CEQA Transportation Thresholds of Significance Guide
H:\pdata\210935\Admin\Reports\Environmental\Tech Studies\VMT Screening\exhibits Not to Scale
December 2025
Exhibit 4
Existing VMT Per Capita by TAZ
Project Site
Source: Orange County Transportation Demand Management Plan Appendix 3: Geographic Needs Assessment Memorandum, June 2024 H:\pdata\210935\Admin\Reports\Environmental\Tech Studies\VMT Screening\exhibits Not to Scale
December 2025
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101 Pacifia | Suite 300 | Irvine, CA 92618 | (949) 308-6300 | Fax (951) 684-4324 www.fehrandpeers.com Memorandum
Date: January 17, 2025
To: Jorden Segraves, Jorden Segraves Architect Inc.

From: Paul Herrmann, P.E.

Joshua Geronimo
Subject: The Hansen Hotel – Focused Transportation Study OC24-1095
Fehr & Peers completed a focused transportation study for the Hansen Hotel development project (Project) in the City of San Clemente, California. This scope of this assessment was coordinated with City staff and approved on December 12, 2024. This assessment evaluates the effect of Project traffic on City transportation infrastructure and concludes that improvements are not needed to meet City standards/requirements on Level of Service (LOS), queueing capacity, or traffic signal warrants.

Project Description
The Hansen Hotel project proposes a 61-room hotel with 2.54 KSF of restaurant space and 0.29 KSF of a public walk-up café. There are amenities such as a poolside lounge and bar, and a lobby café that are exclusive to hotel guests.

The Project site plan is provided as Appendix A. The project is located at the northwest corner of Avenida Pico and El Camino Real, with right-in/right-out driveway access along the north side of El Camino Real.

The Project anticipates 11-15 deliveries per week during off-peak hours, with additional detail provided in Appendix F.

ATTACHMENT A ATTACHMENT 16
Jorden Segraves
January 17, 2025

Page 2 of 8 ends

Data Collection
Fehr & Peers collected the following traffic data in support of the assessment.

ATTACHMENT A
Jorden Segraves
January 17, 2025

Page 3 of 8 ends

to estimate the daily, AM peak hour, and PM peak hour trips associated with the Project in Table

1.KSF = 1,000 square feet

As presented in Table 2, the Project is expected to generate approximately 1,631 daily trips, including 57 trips (32 in/25 out) in the AM peak hour and 65 trips (36 in/29 out) in the PM peak hour.

ATTACHMENT A

San Clemente City CouncilMay 19, 2026

San Clemente City Council
May 19, 2026