Att 2 - Planning Commission Staff Report for PHP 25-323, Hanson Hotel, dated August 20, 2025.pdf — San Clemente City Council, October 21, 2025 (part 2 of 2)

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

Page 5 of 8 ends

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

Page 9 of 8 ends

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
+DQVHQ+RWHO3HDN+RXU3URMHFW7ULS'LVWULEXWLRQ$VVLJQPHQW DQG([LVWLQJ7XUQLQJ0RYHPHQWV
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
G
CE
ACC
B
E
D
AAF
AACC
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
G
CE
ACC
B
E

D
AAF
AACC
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
G
CE
ACC
B
E

D
AAF
AACC
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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͗ 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

ĂƚĞ͗Ϭϴ͘Ϭϲ͘ϮϱZĞǀŝƐĞĚ
WƌŽũĞĐƚ͗
dŚĞ'ĂůůĞƌŝĂ͞dŚĞ,ĂŶƐϬŶ͟
ϭϴϬϭEŽƌƚŚ
ůĂŵŝŶŽZĞĂů
^ĂŶůĞŵĞŶƚĞ͕ϵϮϲϳϯ
^ƉƉůŝĂĐƚŝŽŶZĞĨĞƌĞŶĐĞ͗WϮϱͲϯϮϰΘhWϮϱͲϯϮϵ
WƌĞǀŝŽƵƐĞƉƉƌŽǀĂů ƵƌƌĞŶƚ^ƵďŵŝƚƚĂů
>ĞƐƐ/ŶƚĞŶƐŝǀĞ
WƌŽƉŽƐĂů
&ƌŽŶƚ^ĞƚďĂĐŬ dďů͗ϭϳ͘ϰϬ͘ϬϰϬ ϬΖͲϬΗ ϬΖͲϬΗ ϭΖͲϮΗƚŽϵϲΖͲϬΗ ƌƚŝĐƵůĂƚĞĚ ZĞĂƌ^ĞƚďĂĐŬ dďů͗ϭϳ͘ϰϬ͘ϬϰϬ ϬΖͲϬΗ ϬΖͲϬΗ ϯΖͲϮΗƚŽϮϭΖͲϬΗ ƌƚŝĐƵůĂƚĞĚ ^ŝĚĞ^ĞƚďĂĐŬΛWŝĐŽ dďů͗ϭϳ͘ϰϬ͘ϬϰϬ ϬΖͲϬΗ ϬΖͲϬΗ ϰΖͲϲΗƚŽϭϲϭΖͲϬΗ ƌƚŝĐƵůĂƚĞĚ ^ŝĚĞ^ĞƚďĂĐŬΛtĞƐƚ
ůĞǀ͘ dďů͗ϭϳ͘ϰϬ͘ϬϰϬ ϬΖͲϬΗ ϬΖͲϬΗ ϯΖͲϮΗƚŽϲΖͲϵΗ ƌƚŝĐƵůĂƚĞĚ ,ĞŝŐŚƚ dďů͗ϭϳ͘ϰϬ͘ϬϰϬ ϰϱΖͲϬΗ ϰϱΖͲϬΗ ϰϱΖͲϬΗ ƌƚŝĐƵůĂƚĞĚ WůĂƚĞ,ĞŝŐŚƚ ϯϳΖͲϬΗ zĞƐ
hͬĐƌ;dŝŵĞƐŚĂƌĞͿ dďů͗ϭϳ͘ϰϬ͘ϬϰϬ ϯϲ ϯϱ
dŽƚĂůĞĚƌŽŽŵƐ ϱϲ
,ŽƚĞůZŽŽŵƐĞŶƐŝƚǇ ^ĞĐƚŝŽŶϭϳ͘Ϯϴ͘ϭϳϬ ϭ͗ϱϬϬ ůůŽǁĞĚ WƌŽǀŝĚĞĚ ;ϭͿ,ŽƚĞůZŽŽŵƐ ϲϰ ϲϭ ϱ ϵй
>ŽƚƌĞĂ ϯϮ͕ϬϯϬ ϯϮ͕ϬϯϬ
>ŽƚŽǀĞƌĂŐĞ dďů͗ϭϳ͘ϰϬ͘ϬϰϬ ϭϬϬй ϯϭ͕ϴϲϱ ϭϱ͕ϮϬϭ ;ϭϲ͕ϲϲϰͿ ͲϱϮй ;ϮͿ>ĂŶĚƐĐĂƉĞƌĞĂ ^ĞĐƚŝŽŶϭϳ͘ϲϴ͘ϬϱϴĐ ;^ƚĞĞƚ>ĞǀĞůͿ Ϯ͕ϭϮϱ ϳ͕Ϯϵϭ ϱ͕ϭϲϲ Ϯϰϯй WƵďůŝĐĐĐĞƐƐ'ĂƌĚĞŶƐ ϲ͕ϮϲϬ Ϭ ϲ͕ϮϲϬ ϲϮϱϵϵϵϬϬй
'ƌĂĚŝŶŐ;WƌĞůŝŵŝŶĂƌǇͿ ĐƵͬǇĚ ϭϱ͕ϮϬϬ ϭϰ͕ϯϬϬ ;ϵϬϬͿ Ͳϲй WĂƌŬŝŶŐWƌŽǀŝĚĞĚ ϭϭϲ ϭϬϰ ͲϭϮ ͲϭϬй
WĂƌŬŝŶŐZĞƋΖĚ ^ĞĐƚŝŽŶϭϳ͘ϱϲ͘ϬϯϬ ϭϬϱ ϵϳ Ͳϴ Ͳϴй
WĞƌĐĞŶƚWƌŽǀŝĚĞĚͬZĞƋΖĚ ϭϭϬй ϭϬϳй Ͳϯй

ŵƉůŽǇĞĞWĂƌŬŝŶŐ Ϭ ϳϳ

sĂƌƐ /ŶĐůƵĚĞĚ /ŶĐ͘
ŝŬĞƐ /ŶĐůƵĚĞĚ /ŶĐ͘
dǇƉĞŽĨŽŶƐƚƌƵĐƚŝŽŶ dǇƉĞ/ͬ/// dǇƉĞ/ͬ///
KĐĐ͘ ZͲϭͬDͬ^ͲϮ ZͲϭͬͲϮ͕ͬ^ͲϮ
ůůŽǁĂďůĞƌĞĂ
ůůŽǁƌĞĂ;Ɛ͘Ĩ͘Ϳ
&ƵůůǇ^ƉƌŝŶŬůĞƌ ^ͲϮ ϳϴ͕ϬϬϬ
&ƵůůǇ^ƉƌŝŶŬůĞƌ ZͲϭ ϰϴ͕ϬϬϬ
&ƵůůǇ^ƉƌŝŶŬůĞƌ ͲϮ Ϯϴ͕ϱϬϬ
&ƵůůǇ^ƉƌŝŶŬůĞƌ ϱϳ͕ϬϬϬ
dǇƉĞ/ ^Ϯ ϰϵ͕ϵϲϬ ϰϳ͕Ϯϳϱ ;Ϯ͕ϲϴϱͿ Ͳϱй
dǇƉĞ/// ϯϭ͕ϰϰϯ ϰϭ͕ϵϲϬ ;ϭϬ͕ϱϭϳͿ ͲϮϱй
^͘͘ŽŶŝŶŐŽĚĞdďů͗ϭϳ͘ϰϬ͘ϬϰϬ ZͲϭ ϭ&Z ϯϮ͕ϲϮϬ Ϯϴ͕Ϭϲϯ ;ϰ͕ϱϱϳͿ Ͳϭϰй DͬͬͲϮǀƐͲϮͬ ϵ͕ϯϱϬ ϰ͕ϵϮϮ ;ϰ͕ϰϮϴͿ Ͳϰϳй
EŽƚĞ͗
;ϭͿ,ŽƚĞůƌŽŽŵƐŝŶĐůƵĚĞĚϮϱйĨĨŽƌĚĂďůĞZŽŽŵZĂƚĞƐ͘
;ϮͿWƌĞǀŝŽƵƐĞĚĞǀĞůŽƉŵĞŶƚŚĂĚWŽƚƚĞĚWůĂŶƚƐŽŶƉĂǀŝŶŐǀƐ͘ŽƵƌĐƵƌƌĞƚŶĚĞƐŝŐŶǁŝƚŚƉůĂŶƚĞƌƐŽŶĂƉŽĚŝƵŵĚĞĐŬ͘ WĂƐƚĞǀĞůŽƉŵĞŶƚͲĂůŝĨŽƌŶŝĂŽĂƐƚĂůŽŵŵŝƐƐŝŽŶZĞƉŽƌƚͲdϭϳĂͲϭϬͲϭϵϵϴͺŽĂƐƚĂůƉƉƌŽǀĂů KĐĐͬ͘ƌĞĂ
ƉƉƌŽǀĞĚǀƐ͘WƌŽƉŽƐĞĚ
ŝƚǇͲŽŶŝŶŐ
'ĂůůĞƌŝĂͬdŚĞ,ĂŶƐĞŶ
ŝƚǇŽĨ^͘͘ŽŶŝŶŐDh/ͲͲͲϮ
ŽĚĞŽŵƉůĂŝŶĐĞͲ͘͘͘ϮϬϮϮ
dĂďůĞϱϬϲ͘Ϯ
ATTACHMENT 18
ATTACHMENT 19
ͳͳͳ
ǡͻʹ͸͹ʹ
www.scnorthbeach.com -

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July 9, 2024
Adam Atamian

ͻͳͻ

ǡͻʹ͸͹͵

Ǥ ǡ

ǡǡǦ
ǡ
ǡ

Ǥ

ǣ

ǡ

Ǥ

ǡ

ǤǤ
ǯǯȋǤǤǤȌ ǡ

ǡǤ

Ǥ
ǡ

CHRISTOPHER BUTLER

PRESIDENT

NORTH BEACH COMMUNITY ASSOCIATION

ǣ
ǡ

ǡ

ǡ

ǡ

CHRISTOPHER BUTLER
^ĂŶůĞŵĞŶƚĞŚĂŵďĞƌŽĨŽŵŵĞƌĐĞ ͮ ϭϮϯϭWƵĞƌƚĂĞů^Žů͕^ƵŝƚĞϮϬϬ͕^ĂŶůĞŵĞŶƚĞ͕ϵϮϲϳϯ ͮ ;ϵϰϵͿϰϵϮͲϭϭϯϭ ͮ ƐĐĐŚĂŵďĞƌ͘ĐŽŵ :ƵůǇϭϵ͕ϮϬϮϰ
ĚĂŵƚĂŵŝĂŶ͕ŽŵŵƵŶŝƚǇĞǀĞůŽƉŵĞŶƚŝƌĞĐƚŽƌ
DĞŵďĞƌƐŽĨƚŚĞ^ĂŶůĞŵĞŶƚĞŝƚǇŽƵŶĐŝů
ŝƚǇŽĨ^ĂŶůĞŵĞŶƚĞ
ϵϭϵĂůůĞEĞŐŽĐŝŽ
^ĂŶůĞŵĞŶƚĞ͕ϵϮϲϳϯ
ZĞ͗^ĂŶůĞŵĞŶƚĞŚĂŵďĞƌŽĨŽŵŵĞƌĐĞ^ƵƉƉŽƌƚŽĨƚŚĞ,ĂŶƐŽŶ,ŽƚĞů ĞĂƌDƌ͘ƚĂŵŝĂŶĂŶĚDĞŵďĞƌƐŽĨƚŚĞŝƚǇŽƵŶĐŝů͕
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ŶŽƚŚĞƌƌĞĂƐŽŶĨŽƌŽƵƌƐƵƉƉŽƌƚŽĨŵŽƌĞŚŽƚĞůƌŽŽŵƐŝŶ^ĂŶůĞŵĞŶƚĞŝƐƚŚĂƚŝŶϮϬϮϴ͕ƚŚĞƐƵŵŵĞƌ KůǇŵƉŝĐƐǁŝůůĐŽŵĞƚŽ>ŽƐŶŐĞůĞƐ͘^ƚĂŬĞŚŽůĚĞƌƐĂƌĞĂĚǀŽĐĂƚŝŶŐĨŽƌƚŚĞƐƵƌĨŝŶŐĐŽŵƉĞƚŝƚŝŽŶĂƚ dƌĞƐƚůĞƐ͕ŚŽǁĞǀĞƌƚŚĞƌĞŝƐĐŽŶĐĞƌŶĂďŽƵƚŽƵƌŝŶĂďŝůŝƚǇƚŽƐƵƉƉůǇĂƐƵďƐƚĂŶƚŝĂůŶƵŵďĞƌŽĨŚŽƚĞůƌŽŽŵƐ͘ /ƚǁŽƵůĚďĞŚŝŐŚůǇƵŶĨŽƌƚƵŶĂƚĞŝĨĂŶŽƚŚĞƌĐŝƚǇƐƵĐŚĂƐ,ƵŶƚŝŶŐƚŽŶĞĂĐŚǁĞƌĞƐĞůĞĐƚĞĚďĂƐĞĚŽŶƚŚŝƐ ĨĂĐƚŽƌ͘
dŚĞ,ĂŶƐŽŶ,ŽƚĞů͕ĂƐĚĞƐŝŐŶĞĚĂŶĚƉƌĞƐĞŶƚĞĚďǇ:ŽƌĚĞŶ^ĞŐƌĂǀĞƐƌĐŚŝƚĞĐƚĂŶĚƚŚĞKǁŶĞƌZĂĐŚĞů EĂƐƌĞ͕ĐŽŵƉůŝŵĞŶƚƐŽƵƌ͞^ƉĂŶŝƐŚsŝůůĂŐĞďǇƚŚĞ^ĞĂ͟ǁŚŝůĞƐƵƉƉŽƌƚŝŶŐůŽĐĂůĐŽŵŵƵŶŝƚǇĞŶŐĂŐĞŵĞŶƚ ĂŶĚĞĚƵĐĂƚŝŽŶ͘dŚĞŝŶĐŽƌƉŽƌĂƚŝŽŶŽĨĂĐŽŵŵƵŶŝƚǇĂƌƚƐŐĂƌĚĞŶǁŝƚŚĐƵůƚƵƌĂůĂŶĚŚŝƐƚŽƌŝĐĂůƌĞůĞǀĂŶĐĞ ǁŝůůĞŶĐŽƵƌĂŐĞĂŶĚĞŶŚĂŶĐĞƌĞƐŝĚĞŶƚƐĂŶĚǀŝƐŝƚŽƌƐĂůŝŬĞ͕ǁŚŝůĞƐƵƉƉŽƌƚŝŶŐƐŽŵĞŽĨƚŚĞĞǀŽůǀŝŶŐŐŽĂůƐ ŽĨƚŚĞĐŚĂŵďĞƌ͘
ATTACHMENT 21
^ĂŶůĞŵĞŶƚĞŚĂŵďĞƌŽĨŽŵŵĞƌĐĞ ͮ ϭϮϯϭWƵĞƌƚĂĞů^Žů͕^ƵŝƚĞϮϬϬ͕^ĂŶůĞŵĞŶƚĞ͕ϵϮϲϳϯ ͮ ;ϵϰϵͿϰϵϮͲϭϭϯϭ ͮ ƐĐĐŚĂŵďĞƌ͘ĐŽŵ &ŝŶĂůůǇ͕ǁĞĂĐŬŶŽǁůĞĚŐĞƚŚĞƚƌĞŵĞŶĚŽƵƐĞĨĨŽƌƚĂŶĚƉůĂŶŶŝŶŐƚŚĂƚŚĂƐŐŽŶĞŝŶƚŽƚŚŝƐƉƌŽũĞĐƚ͕ǁŚŝĐŚ ǁŝůůƐĞƌǀĞĂƐĂĐŽŵŵƵŶŝƚǇŐĂƚŚĞƌŝŶŐƐƉŽƚĂŶĚďĞĂƵƚŝĨƵůůǇƌĞĨůĞĐƚĂŶĚĞŶŚĂŶĐĞ^ĂŶůĞŵĞŶƚĞ͛ƐĐŚĂƌŵ͘ hůƚŝŵĂƚĞůǇ͕ƚŚĞĚĞǀĞůŽƉŵĞŶƚŽĨƚŚŝƐĞŵƉƚǇůŽƚĂƚĂĐŽŵŵƵŶŝƚǇŐĂƚĞǁĂǇǁŝůůƚŚŽƵŐŚƚĨƵůůǇĐŽŶŶĞĐƚĂŶĚ ƌĞǀŝƚĂůŝǌĞƚŚĞEŽƌƚŚĞĂĐŚŶĞŝŐŚďŽƌŚŽŽĚĂŶĚďĞŐŝŶƚŽƌĞͲĐŽŶŶĞĐƚŽƵƌƚŽǁŶ͘ dŚĂŶŬǇŽƵĨŽƌǇŽƵƌĐŽŶƐŝĚĞƌĂƚŝŽŶŽĨƚŚŝƐŵĂƚƚĞƌ͘
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136789
45'-0" 27'-0" 19'-8" 14'-10" 2.9
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UP
1 A
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PA
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PA
PA
PA
PA

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ELEV. 32.8'
ELEV. 31.22

33.02 F.S.
5% 31.25' F.S.

34.3' T.O.W.

ELEV. 27.45'
HOTEL
ENTRY
DN
DN
DN
5%
5%

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27.3'

25.3'

26.3' 27.3' 28.3' 29.3' 30.3' 31.3' 32.3' 33.3' 34.3' 35.3' 36.3' 37.3'

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35.3'

36.3'

37.3'

27.3'

32.3'
153'-2"
201'-6"
6'-9"
4'-0"
6'-6"
4'-6"
6'-4"
6'-0"
6'-0"
6'-0"

PROJECT TEAM
Architect:

Jorden Segraves Architect: Inc.
32402 Crown Valley Parkway #102
Dana Point, CA 92629
Contact: Jorden Segraves
Ph: 949.338.2603
The Hanson @ Pico and El Camino Real
Hotel Project - 1801 North El Camino Real - San Clemente - California DATE: 06/01/2025 City Planning Commission
Site Address:Corner of Avenida Pico & El Camino Real
1801 N. El Camino Real
San CLemente, CA
Owner: Rachel Nasre
32101 Peppertree BendSan Juan Capistrano, CA 92675
Contact: Architect JORDEN SEGRAVES AIA, LEED AP, NCARB, CGBP These plans and the design included in them are copyright protected. Under such protection unauthorized use is not permitted in part or in whole. These plans shall not be reproduced or used without written permission by Jorden-Arch. Jorden Segraves Arch. Inc. c Civil:

Toal Engineering
139 Avenida Navarro
San Clemente, CA 92672
Contact: Caleb Rios
Ph: 949.492.8586
Landscape Design:

ENV 5 Landscape Design
31132 Calle Entradero
San Juan Capistrano, CA 92675Contact: Theodore Hannegan Ph: 949.742.0658

EL CAMINO REAL

AVENIDA PICO
A-3.2 Architectural Landscape Coordination Open Space
OPEN SPACE:

TOTAL LOT AREA: 32,030 S.F. (0.8 AC.)
ZONING MU-1
URBAN OPEN AREA (U.O.A.) REQ'D. 20% (Provided @ Street Level) % of U.O.A. TO BE LANDSCAPE 25%
NOTE:

CALIFORNIA STATE (MWELO);
MODEL WATER EFFICIENCY LANDSCAPE ORDINANCE:LANDSCAPE AND LANDSCAPE IRRIGATION WILL BE DESIGNED TO SUPPORT THE

DEPARTMENT OF WATER RESOURCES (DWR) ADMINISTERED CALIFORNIA STATE MODEL WATER EFFICIENCY LANDSCAPE ORDINANCE (MWELO) GUIDELINES:

IRRIGATION, LANDSCAPE PLANT SPECIES, IRRIGATION ZONES, WATER

EFFICIENCY, SOIL DESIGN AND MANAGEMENT, MULCHING, AND PROGRAMMABLE -

WEATHER SMART IRRIGATION WILL BE DESIGNED FOR A COMPLIANT MAXIMUM

APPLIED WATER ALLOWANCE (MAWA) & ESTIMATED TOTAL WATER USE (ETWU)

FORMULA BASED ON LOCAL CLIMATE, LANDSCAPE AREA, SOLAR EXPOSURE, AND PLANT TYPE. THIS SYSTEM DESIGN WILL BE SUBMITTED AS PART OF THE BUILDING DEPARTMENT REVIEW PROCESS.

DARK SKY:

ALL SITE LIGHTING WILL BE DESIGN TO DARK SKY REQUIREMENTS, FOR THE

SHIELDING OF LIGHT, LIMITING LIGHT TRESPASS, UTILIZING ENERGY-EFFICIENT LIGHTING, ADHERING TO COLOR TEMPERATURE LIMITS. SITE PHOTOMETRIC ANDLIGHTING SPECIFICATIONS WILL BE SUBMITTED FOR REVIEW AS PART OF OURBUILDING DEPARTMENT REVIEW. THE DESIGN TEAM WILL DESIGN TO INDUSTRYBEST PRACTICE AS OUTLINED IN CALIFORNIA TITLE 24 & CALIFORNIA GREENBUILDING CODE STANDARDS, AS WELL AS THE INTERNATIONAL DARK SKY

ASSOCIATION (IDA) GUIDELINES AND REQUIREMENTS TO REDUCE LIGHT POLLUTION AND PROTECT NIGHT SKY, AND NIGHT HABITAT.
(City of San Clemente Zoning Ord.; Section 17.68.050)
% URBAN OPEN AREA: PROVIDED REQ'D.

U.O.A. @ Street Level 7,291 S.F. > 6,406 S.F. 20% (Lot Area) U.O.A. Landscaping 3,637 S.F. > 1,602 S.F. 25% (U.O.A. Req'd.) LANDSCAPE DESIGN BY: ENV-5
REFER. TO LANDSCAPE DRAWINGS FOR ADDITIONAL

INFORMATION
GNATED
/ TRANSFORMER

EA WITH
FS 33.8
FS 34.5
DN
FS 32.3 FS
FS 32.0
5%
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3 5% SLOPE % SLOP 5% S
5% SLOPE 5 S OL
ELEV. 31.22 V. 3 ELE

31.25' F.S. 25' F 31S 25
ELEV. 27.45' ELEV. 27.45
HOTEL
ENTRY
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RAISED OVERHEAD PODIUM ZONE RAISED OVERHEAD ODIUM ZONE RA SED OVE HEAD PODIUM ZONE A 5T 36.

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PA
PA
PA
PA
PA
A
2 48
ELEV. 13.36' ELEV. 8.91' +/- 4.5% SLOPE
UP
10 R @ 7" MAX.

MECHANICAL ROOM
(AREA)
ELEV. 9.41'
ELEV. 14.36'
12 3456789

2.95.9 A

6.9 B C D E F G H I J

7.8 ELEV.
(TURN AROUND STALL)

NO PARKINGNO PARKING
NO

PARKING

NO PARKING
NO

PARKING

BOTTOM OF POOL SLAB
(28.05)

BOTTOM OF CAFE SLAB
(28.50)
49 50 51 52 53 54 55 56 57 58 59
61 626364656667
68 7372
71 74
70 69
84 83 82 81 80 79 78 77 76 75
86 87 88 89
36 35 34 33 32 31 37
4645444342
41 40
39 47
60 30
38 85 90
UP

EL CAMINO REAL
ADA PATH OF TRAVEL. TO BE COMPLIANT
WITH STATE AND LOCAL CODES.

NOTE:

1. ALL STALLS TO BE 9'-0" X 18'-0".

2. DRIVE AISLE 24'-0" MIN.

AVENIDA PICO
Project Summary - P2
TOTAL PARKING P2:

STD 61
EV 0
TOTAL PARKING 61
GARAGE LVL 2 24,342 SF

PROJECT TEAM
Architect:

Toal Engineering
139 Avenida Navarro
San Clemente, CA 92672
Contact: Caleb Rios
Ph: 949.492.8586
Landscape Design:

ENV 5 Landscape Design
31132 Calle Entradero
San Juan Capistrano, CA 92675Contact: Theodore Hannegan Ph: 949.742.0658
A-4.0 P2 LVL (Basement)
EE
E : ELECTRIC PARKING
5'
10'
20' 30'
40' PLAN NORTH TRUE NORTH
UP - Level P1 Garage DN - Level P2 Garage
GARAGE S-1 OCCUPANCY AREA

CIRCULATION / ACCESSORY AREA
48 ELEV. 13.36' ELEV. 8.91' +/- 4.5% SLOPE
ELEV. 9.41'
ELEV. 14.36'
(TURN AROUND STALL) (T N A OU ST L) TU AR ND TAL

GN KI PA O NRKIN

NO PARKING N AR NG NO RK
NO

PARKING PA

G KIN R O P NARKING NO
NO

NG KI R PA

BOTTOM OF POOL SLAB
(28.05)
49 50 51 52 53 54 55 56 57 58 59
61 626364656667
68 71
7273
74 70
69 84 83 82 81 80 79 78 77 76 75
86 87 88 89
36 35 34 33 32 31 37
4 39
0 41
424344544
6 47
60 38
85 NOTE:

1. ALL STALLS TO BE 9'-0" X 18'-0".

2. DRIVE AISLE 24'-0" MIN.

E E
G
UP
10 R @ 7" MAX.

MECHANICAL ROOM
(AREA)
EV. L E
UP
DN
LOBBY
ELEV. 19.35'
+/- 4.5% SLOPE
+/- 4.5% SLOPE
UP
10 R @ 7" MAX.
10 R @ 7" MAX.

DN
TRASH RM.

VALET / RIDE SHARE

WAITING
ELEV. 19.35'
123456789

2.95.9 A

6.9 B C D E F G H I J

7.8 (ELEV. 27.79')
ELEV. 24.0'
ELEV. 27.45'
HC
LIFT
LAUNDRY / H.K.

ELEV.

EV EV EV
BIKE PARK.

LINE OFPOOL ABOVE
DN
UP
UP
HOTEL
ENTRY
ELEV. 22.51'
ELEV. 23.51'

BOTTOM OF POOL SLAB
(28.05)
ELEV. 24.0'

COFFEE SHOP

EV EV EV

NO PARKING

NO PARKING
NO

PARKING

MAIN ELECTRICAL ROOM
(AREA)

CONCIERGE / STORAGE
LINE OFBLDG. ABOVE
LINE OFBLDG. ABOVE
LINE OFBLDG. ABOVE

PUBLIC CAFE
(WALK-UP)
~30.0'
Order / P-U Windows
Covered Trash Bins
91 30
92 93 94 95
6 7 8 9 10 11 12 13 14 15
16171819
20 21
22 104
103 102 101 100 99 98 97
5 4
3 2
1 29 28 27 26 25 24 23
90 96
F.F. 29.50'
ELEV. 27.87'
ELEV. 23.63'ELEV. 24.10'
ELEV. 27.70'
ELEV. 28.30'
ELEV. 28.22' R.O.W.

EL. 19.90'
EL. 25.72' CBC 2022: Section 406.2.2 (Pkg Clr Ht)
CBC 2022: Section 406.2.2 (Pkg Clr Ht)
UP
Ridge Ht. (Elev. 71.83)
Ridge H Ridge Ht. (Elev. 68.75)
ELEV. 27.87'
ELEV. 28.22'
ELEV. 28.30'
ELEV. 27.70'
ELEV. 23.63'
ELEV. 24.10'
P.L.

R.O.W.
9'-1" Plt Ht. (Elev. 64.08)55.00 Third Floor F.F.9'-1" Plt Ht.

44.60 Second Floor F.F.
8'-1" Plt Ht.

35.00 Podium F.F.34.00 Podium F.F.32.51'

14.36'
9 8 7

EL CAMINO REAL
ADA PATH OF TRAVEL. TO BE COMPLIANT
WITH STATE AND LOCAL CODES.

NOTE:

1. ALL STALLS TO BE 9'-0" X 18'-0".

U.N.O.

AVENIDA PICO
Project Summary - P1

PROJECT TEAM
Architect:

Toal Engineering
139 Avenida Navarro
San Clemente, CA 92672
Contact: Caleb Rios
Ph: 949.492.8586
Landscape Design:

ENV 5 Landscape Design
31132 Calle Entradero
San Juan Capistrano, CA 92675Contact: Theodore Hannegan Ph: 949.742.0658
TOTAL PARKING: P1
H 6
EV 6
STD 31
TOTAL PARKING 43
GARAGE LVL 1 22,854SF
A-4.1 P1 LVL (Basement)
CAFE/COFFEE LVL 1 1,357 SF
5'
10'
20' 30'
40'
CAFE SQUARE FOOTAGE:

Total Sq. Ft. 1,357 s.f.

Apx. Seating 20 indoor (25% @ 1/15s.f.)
Out Door Seating 10 Seats (~80% @ 1/15s.f.)
(First 8 pastio Seats no Parking)
Total Estimated Seats 30 ( - 8 = 22)Total Parking Required 6 stalls (1/4 Seats) STREET SIDE (WALK-UP) CAFE SQUARE FOOTAGE:
(Part of Garage Type 1 portion of Building)
Total Sq. Ft. 290 s.f.

Apx. Seating 0 indoor (0% @ 1/15s.f.)
Out Door Seating 8 Seats
(First 8 pastio Seats no Parking)
Total Estimated Seats 8 - 8 = 0Total Parking Required 0 stalls (1/4 Seats) GREASE INT. Partial Section - Descending Ramp @ C.L.

PLAN NORTH TRUE NORTH
UP - Level P1 Garage DN - Level P2 Garage
GARAGE S-1 OCCUPANCY AREACIRCULATION / ACCESSORY AREA
B.O.H. AREAS

MAIN ELECTRICAL ROOM A
(AREA)
LOBBY
ELEV. 24.0'
HC
LIFT
DN
UP

COFFEE SHOP

PUBLIC CAFE
(WALK-UP)
F.F. 29.50'
DN
EV. L E
UP
UP
AX. 10 R @ 7" MA 1 @ 7" MAX
10 R @ 7" MAX.

DN
EL. 19.90'
EL. 25.72' CBC 2022: Section 406.2.2 (Pkg Clr Ht) g
ELEV. 19.35'
+/- 4.5% SLOPE
+/- 4.5% SLOPE
TRASH RM.

VALET / RIDE SHARE

WAITING
ELEV. 19.35'
LAUNDRY / H.K.

EV EV EV
BIKE PARK.

LINE OFPOOL ABOVE
ELEV. 22.51'
ELEV. 23.51'

BOTTOM OF POOL SLAB
(28.05)
ELEV. 24.0'

EV EV EV

NOPARKING PARK NG

IN PARKG NO PA
NO

PARKING PARKING CONCIERGE / STORAGE
LINE OFBLDG. ABOVE D
LINE OFBLDG. ABOVE
LINE OFBLDG. ABOVE
91 30
92 93 94 95
6 7 8 9 10 11 12 13 14 15
16171819
20 21
22 104
103 102 101 100 99 98 97
5 4
3 2
1 29 28 27 26 25 24 23
90 96
ELEV. 23.63'ELEV. 24.10'
CBC 2022: Section 406.2.2 (Pkg Clr Ht) 2 2 0 2
NOTE:

1. ALL STALLS TO BE 9'-0" X 18'-0".

U.N.O.
(g )

34.00 Podium F.F.

44.60 Second Floor F.F.

55.00 Third Floor F.F.
9'-1" Plt Ht. (Elev. 43.08)
9'-1" Plt Ht.
9'-1" Plt Ht. (Elev. 64.08)

56.58 Third Floor F.F. (Restaurant)
Ridge Ht. (Elev. 71.83') Ridge Ht. (Elev. 72.08)
Ridge Ht. (Elev. 69.50)
Ridge Ht. (Elev. 60.33)
Ridge Ht. (Elev. 46.92)
Ridge Ht. (Elev. 67.33')
P.L.

A D F J
Ridge Ht. (Elev. 46.91)
Ridge Ht. Elev. 54.20
Ridge Ht. Elev. 57.41'
Ridge Ht. (Elev. 72.08)
Ridge Ht. (Elev. 69.50)
Ridge Ht. (Elev. 67.33')
P.L.

A D F J
Ridge Ht. (Elev. 71.83) Ridge Ht. (Elev. 72.08)
Ridge Ht. (Elev. 69.50)
Ridge Ht. (Elev. 45.08)
Ridge Ht. Elev. 54.20
Ridge Ht. (Elev. 46.91)
R.Ht. (Elev. 57.41)
8'-1" PL.8'-1" PL.

Ridge Ht. Elev. 56.67'

LINE OF (E) SIDEWALK
9 8 7 6 5 4 3 2 1

55.00 Third Floor F.F.

44.60 Second Floor F.F.

34.00 Podium F.F.
9'-1" Plt Ht. (Elev. 64.08)
9'-1" Plt Ht.9'-1" Plt Ht.

Ridge Ht. (Elev. 71.83) Ridge Ht. (Elev. 71.83)
Ridge Ht. (Elev. 68.91)
Ridge Ht. (Elev. 74.25')
9 8 7 6 5 4 3 2 1
LINE OF FINISH GRADE.

Basement Justification

PROJECT TEAM
Architect:

Toal Engineering
139 Avenida Navarro
San Clemente, CA 92672
Contact: Caleb Rios
Ph: 949.492.8586
Landscape Design:

ENV 5 Landscape Design
31132 Calle Entradero
San Juan Capistrano, CA 92675Contact: Theodore Hannegan Ph: 949.742.0658
WEST ELEVATION BASEMENT CALCULATION:

Surface Area 2,642 s.f.

Sub Terrainian 1,705 s.f.

EAST ELEVATION BASEMENT CALCULATION:

Surface Area 2,481 s.f.

Sub Terrainian 1,179 s.f.

SOUTH ELEVATION BASEMENT CALCULATION:

Surface Area 2,012 s.f.

Sub Terrainian 2,012 s.f.

NORTH ELEVATION BASEMENT CALCULATION:

Surface Area 1,400 s.f.

Sub Terrainian 781 s.f.

A-4.1a P1 LVL - Basement Justification
P.L.

West Elevation (El Camino Real)
East Elevation
South Elevation (Avenida Pico) North Elevation
Total Surface Area 8,535 s.f.

Total Sub Terrainian 5,677 s.f.
% Area Sub Terrainian 66.5% > 60.0%
Exposed Basement Area (Level One)
Sub Terrainian Area (Level One)
ELEV.

UP
UP

39.5'

33.8'

34.0'

33.8'
LOBBY
ELEV. 27.45'
DN

34.0' 34.0' 34.0' 34.0'
D D
TRASH
H.K.

GUEST
SERV.

POOL BAR
B.O.H.

UP
UP
UP
DN
DN

36.5'

34.5'

35.0'

34.5'

34.0'

34.0' 34.0' 34.0' 34.0' 34.0'

34.0'

34.0' 34.0'

34.5'

35.0'

34.0'

34.5'34.5'

34.0'

34.5'

35.0'

35.0'
UP

PUBLIC CAFE
(WALK-UP)

29.65' 3.3%

30.15' F.S.
+/- ELEV. 29.50'
PA
PA

35.0'

34.0'
F.S. 37.5'

34.0'

34.0' 34.0' 34.0' 34.0'
PA
PA
PA
PA
5' DEEP POOL
PA
UP
PA PA

RAISED OVERHEAD PODIUM ZONE
PA

DESIGNATEDUTIL/ TRANSFORMER

AREA WITH
PA

ART WALL
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA

31.5 PA
PA
PA
FS 31.3
FS 30.2
PA
PA
PA
PA PA
PA
PA
FS 33.8
FS 34.5
5% SLOPE
5% SLOPE
DN
FS 34.5
FS 34.5
FS 34.5
FS 32.3
FS 32.0 PA
FS 33.49
PA
PA
PA

33.8'
PA
PA
PA PA
PA
PA
PA
PA
PA
PA
3 STEPS
PA

34.0'

34.5'34.5'

34.0'

34.0' 34.0'

34.5'

34.0'

35.0'

35.5' TOW

36.5' TOW

35.5' TOW

36.5' TOW

34.0'

35.5' TOW

35.5' TOW
PA
PA
PA
PA
PA

36.5' TOW

DAY BED

35.5' TOW
PA
5% SLOPE
5% SLOPE
PA
PA
PA
PA
PA
PA
PA

35.5' TOW

33.8' 33.8'

35.5' TOW

35.5' TOW
PA
PA
PA
+/- 6.5%

1.9%

CURB CUT
136789
45'-0" 27'-0" 19'-8" 14'-10" 2.9
2'-6"
A
73'-6"
D F J
59'-8" 63'-8"
36'-4"

7.8 10'-3 1/2"

TRASH STAGING
9 R @ 7" MAX.

DN
UP
3 Hr. Podium
Deck Patio
(Concrete) Green Roof
(Concrete)
Street Level 1

EL CAMINO REAL

AVENIDA PICO
+/- 12,130 s.f. (Street LVL - Area)

PROJECT TEAM
Architect:

Toal Engineering
139 Avenida Navarro
San Clemente, CA 92672
Contact: Caleb Rios
Ph: 949.492.8586
Landscape Design:

ENV 5 Landscape Design
31132 Calle Entradero
San Juan Capistrano, CA 92675Contact: Theodore Hannegan Ph: 949.742.0658
ADA PATH OF TRAVEL. TO BE COMPLIANT
WITH STATE AND LOCAL CODES.

Project Summary
A1a (329 sf) 1 329A1 (349 sf) 3 1,047A2 (290 sf) 7 2,030A2a (290 sf) 4 1,160A2-1 (382 sf) 1 382A2-2 (306 sf) 1 306A2-3 (205 sf) 2 410A3 (349 sf) 1 349A4 (222 sf) 2 444A4a (227 sf) 1 227A5 (263 sf) 1 263A6 (200 sf) 1 200A7 (140 sf) 2 280A7a (140 sf) 2 280 Total Rooms 29Total Room
Sq Ft 7,394
L1 L2 L3
A-4.2
HOTEL SQUARE FOOTAGE:

STREET LVL 12,375 (Inc. Circulation)
TOTAL HOTEL AREA:Total Hotel Guest Rooms Sq Ft 18,288 s.f. (R-1 Occ.)Total Hotel Circulation/B.O.H. 7,047 s.f. (R-1 Occ.) (R-1 for Building Area Calc.)
Total Guest Amenities 2,973 s.f. (R-1 Occ.)Total Hotel (R-1) Area 28,308 s.f.Total Restaurant (A-2) Area 3,380 s.f.

Total R-1 Area 31,688 s.f.

TOTAL ROOMS:Total Units 61
HOTEL SQUARE FOOTAGE:

STREET LEVEL AMENITIES:
(For Hotel Guest Only)
Pool Side Bar Parking:

Total Sq. Ft. 625 s.f. (B.O.H.)
Apx. Seating 8 indoor (@ 1 per 18")
Out Door Seating 4 Seats
(Hotel Guest Only no Parking)
Level 1 common areas:

Hotel Lobby 853 sf
Guest Lobby/Office 915 sf
Pool Bar(Guest Only) 625 sf
Guest Restrooms 335 sf
Street Side Cafe 245 sf
Total Guest Amenities:

Level 1 2,973 sf
A1b (329 sf) 2 658A1c (349 sf) 3 1,047A1d (316 sf) 1 316A2 (290 sf) 4 1,160A2b (290 sf) 4 1,160A2-3 (205 sf) 2 410A3 (349 sf) 1 349A4b (227 sf) 1 227A5-1 (317 sf) 1 317A8 (371 sf) 1 371A9 (283 sf) 1 283 B2 (519 sf) 1 519B3 (407 sf) 1 407B4 (382 sf) 1 382B6 (484 sf) 1 484 Total Rooms 25Total Room
Sq Ft 8,090
Level 2 common areas:N/A
Total Guest Amenities:

Level 2 000 sf
A1a (329 Sf) 2 658A1b (315 Sf) 1 315A1c (349 Sf) 3 1,047 B-7 (784 Sf) 1 784
Total Rooms 7Total Room
Sq Ft 2,804
Level 3 Public Restaurant:

Restaurant / Bar 2,320 s.f.Restaurant B.O.H. 370 s.f.Restroom/Circ. 690 s.f.

Total Public Restaurant Area:

Level 3 3,380 sf
Total Guest Rooms:Total Guest Rms. 61Total Guest Rm. Sq Ft 18,288 s.f.

Affordable Guest Rms. 16
5'
10' 15'
20'
Circulation 1,763 sf Circulation 3,259 sf
Total Area Level 1 12,130 sf Total Area Level 2 11,349 sf Total Area Level 3 8,209 sf (+/Hotel Services)
Circulation 2,025 sf
A-4a
--

PLAN NORTH TRUE NORTH
(Vert.)
D D

POOL BAR
B.O.H.

H TRAS
A
H.K.

GUEST
SERV.

LOBBY
UP

35.0'
DN
PU

34.0'

L A WL RTA

34.0'

34.5'

35.0'

34.5'34.5'

34.0'

34.5'

35.0'

35.0'
0' 34

34.0'
ELEV.
7" MAX 9R@ 7 MAX. 9 R @ 7 MAX
DN
UP
A
B
C
D
E
F
G
H
I
J
K
L
A
B
C
C
D
C
E
F
F
G
D H
I I
J
J
J
J
J
J
K

L L L L
ELEV.
9 R @ 7" MAX.
136789
45'-0" 27'-0" 19'-8" 14'-10" 2.9
2'-6"
A
73'-6"
D F J
59'-8" 63'-8"
36'-4"

7.8 10'-3 1/2"
DN.

UP
UP
TRASH
H.K.

GUEST
SERV.

DN
UP
DN
UP
UP
F.S. 37.5'

34.0' 34.0' 34.0' 34.0'
PA
PA
PA
PA
5' DEEP POOL
PA

RAISED OVERHEAD PODIUM ZONE
PA

DESIGNATEDUTIL/ TRANSFORMER

AREA WITH
PA

ART WALL
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA

31.5 PA
PA
FS 31.3
FS 30.2
PA
PA
PA
PA
PA
PA
PA
FS 32.3
FS 33.8
FS 34.5
DN
DN
FS 34.5
FS 34.5
FS 34.5
FS 32.3
FS 32.0 PA
PA
PA
PA

33.8'
PA
PA
PA PA
PA
PA
PA
PA
PA
PA
3 STEPS
PA

34.0'

34.5'34.5'

34.0'

34.5'

34.0'

35.0'

35.5' TOW

35.5' TOW 35.5' TOW 35.5' TOW

35.5' TOW

36.5' TOW

36.5' TOW 35.5' TOW 36.5' TOW

36.5' TOW

34.0'

35.5' TOW

35.5' TOW
PA
PA
PA
PA
PA

36.5' TOW

DAY BED

35.5' TOW
PA
5% SLOPE
5% SLOPE
PA
PA
PA
PA
PA
PA
PA

35.50'

B / WALK
ELEV. 30.16'
+/- 6.5%

2.0%
CURB CUT 32.68 F.S. 33.12 F.S.

34.3' T.O.W.

ELEV. 32.8'
ELEV. 31.17
ELEV. 31.22

30.28' F.S.

33.02 F.S.
5% 31.25' F.S.

ELEV. 31.50
ELEV. 32.39
5%

34.3' T.O.W. (+6" T.O.C.)

34.3' T.O.W.

SLP. +5
Second LVL

EL CAMINO REAL
ADA PATH OF TRAVEL. TO BE COMPLIANT WITH STATE AND LOCAL CODES.

AVENIDA PICO

PROJECT TEAM
Architect:

Toal Engineering
139 Avenida Navarro
San Clemente, CA 92672
Contact: Caleb Rios
Ph: 949.492.8586
Landscape Design:

ENV 5 Landscape Design
31132 Calle Entradero
San Juan Capistrano, CA 92675Contact: Theodore Hannegan Ph: 949.742.0658
Project Summary
A3
A1dA1b
B-3 B-2
HOTEL SQUARE FOOTAGE:

LVL 2 11,359 (Inc. Circulation)
L2
A-4.3
A1b (329 sf) 2 658A1c (349 sf) 3 1,047A1d (316 sf) 1 316A2 (290 sf) 4 1,160A2b (290 sf) 4 1,160A2-3 (205 sf) 2 410A3 (349 sf) 1 349A4b (227 sf) 1 227A5-1 (317 sf) 1 317A8 (371 sf) 1 371A9 (283 sf) 1 283 B2 (519 sf) 1 519B3 (407 sf) 1 407B4 (382 sf) 1 382B6 (484 sf) 1 484 Total Rooms 25Total Room
Sq Ft 8,090
A1c
A1cA1cA1b
A2b A2b A2b
A2 A2 A2 A2
B-4
A-8
A2b A2-3 A2-3
A-4b
A-5-1
A-9
Level 2 common areas:N/A
Total Guest Amenities:

Level 2 000 sf
5'
10' 15'
20' PLAN NORTH TRUE NORTH
H TRAS
H.K.

GUEST
SERV.

DN
UP
DN.

UP
ELEV.
7" MAX 9R@ 7 MAX. 9 R @ 7 MAX
DN
UP
A-4b
A-5-1
UP
A3
A1dA1b
A1c
A1cA1cA1b
A2b A2b A2b
A2 A2 A2 A2
B-4
A2b A2-3 A2-3
B-3 B-2
A-8
A-9
ELEV.
10 R @ 7" MAX.

DD
DN.
136789
45'-0" 27'-0" 19'-8" 14'-10" 2.9
2'-6"
A
73'-6"
D F J
59'-8" 63'-8"
36'-4"

7.8 10'-3 1/2"
TRASH
H.K.

GUEST
SERV.

DN
DN
DN
DN.

UP
F.S. 37.5'

34.0' 34.0' 34.0' 34.0'
PA
PA
PA
PA
5' DEEP POOL
PA

RAISED OVERHEAD PODIUM ZONE
PA

DESIGNATED

UTIL/ TRANSFORMER

AREA WITH
PA

ART WALL
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA

31.5 PA
PA
FS 31.3
FS 30.2
PA
PA
PA
PA
PA
PA
PA
FS 32.3
FS 33.8
FS 34.5
DN
DN
FS 34.5
FS 34.5
FS 34.5
FS 32.3
FS 32.0 PA
PA
PA
PA

33.8'
PA
PA
PA PA
PA
PA
PA
PA
PA
PA
3 STEPS
PA

34.0'

34.5'34.5'

34.0'

34.5'

34.0'

35.0'

35.5' TOW

35.5' TOW 35.5' TOW 35.5' TOW

35.5' TOW

36.5' TOW

36.5' TOW 35.5' TOW 36.5' TOW

36.5' TOW

34.0'

35.5' TOW

35.5' TOW
PA
PA
PA
PA
PA

36.5' TOW

DAY BED

35.5' TOW
PA
5% SLOPE
5% SLOPE
PA
PA
PA
PA
PA
PA
PA

EL CAMINO REAL
ADA PATH OF TRAVEL. TO BE COMPLIANT WITH STATE AND LOCAL CODES.

AVENIDA PICO

PROJECT TEAM
Architect:

Toal Engineering
139 Avenida Navarro
San Clemente, CA 92672
Contact: Caleb Rios
Ph: 949.492.8586
Landscape Design:

ENV 5 Landscape Design
31132 Calle Entradero
San Juan Capistrano, CA 92675Contact: Theodore Hannegan Ph: 949.742.0658
Third LVL
Project Summary
A1b
A1aA1cA1c
A1c
B-7

ROOF TOP LOUNGE
(+/- 2,320 S.F.)

REST ROOMS
(+/- 690 s.f.)
B.O.H.
(+/- 370 s.f.)
BAR
A1a
A-4.4
L3
A1a (329 Sf) 2 658A1b (315 Sf) 1 315A1c (349 Sf) 3 1,047 B-7 (784 Sf) 1 784
Total Rooms 7Total Room
Sq Ft 2,804
RESTAURANT SQUARE FOOTAGE:

Total Sq. Ft. 2,545 s.f.

Apx. Seating 136 Seats (80% @ 1/15s.f.)
Total Estimated Seats 136Total Parking Required 28 stalls (1:5 occ.) Level 3 Public Restaurant:

Restaurant / Bar 2,545 s.f.Restaurant B.O.H. 370 s.f.Restroom/Circ. 690 s.f.

Total Public Restaurant Area:

Level 3 3,605 sf
Total Area Level 3 8,209 sf (Inc. Circulation)
5'
10' 15'
20'
FIRE ACCESS:

ROOF ACCESS LADDER. A
A
A
Note: First 16 seat no parking per Table 17.56.080a, additional parking based on 1 per 5 seats.

Note: Seats based on 80% (Estimated Total Seating Area) of total area @ 1/15 s.f. (CBC 2022; Table 1004.5).

PLAN NORTH TRUE NORTH
TRASH
H.K.

GUEST
SERV.

DN.

LEV.
10 R @ 7" MAX. 7 @R 10 7 MAX @R 10 7 MAX
L
A1b
A1aA1cA1c
A1c
B-7
A1a
DD

REST ROOMS
(+/- 690 s.f.)
B.O.H.
(+/- 370 s.f.) 0
BAR
A

ROOF TOP LOUNGE ROOF TOP L
(+/- 2,320 S.F.) 2,320 S .) 3
A

36.75'
SPOT ELEV.

38.04'SPOT ELEV.

38.80'
SPOT ELEV.

39.21'SPOT ELEV.

39.38'SPOT ELEV.
136789
45'-0" 27'-0" 19'-8" 14'-10" 2.9
2'-6"
A
73'-6"
D F J
59'-8" 63'-8"
36'-4"

7.8 10'-3 1/2"
UP
F.S. 37.5'

34.0' 34.0' 34.0' 34.0'
PA
PA
PA
PA
5' DEEP POOL
PA

RAISED OVERHEAD PODIUM ZONE
PA

DESIGNATED

UTIL/ TRANSFORMER

AREA WITH
PA

ART WALL
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA

31.5 PA
PA
FS 31.3
FS 30.2
PA
PA
PA
PA
PA
PA
PA
FS 32.3
FS 33.8
FS 34.5
DN
DN
FS 34.5
FS 34.5
FS 34.5
FS 32.3
FS 32.0 PA
PA
PA
PA

33.8'
PA
PA
PA PA
PA
PA
PA
PA
PA
PA
3 STEPS
PA

34.0'

34.5'34.5'

34.0'

34.5'

34.0'

35.0'

35.5' TOW

35.5' TOW 35.5' TOW 35.5' TOW

35.5' TOW

36.5' TOW

36.5' TOW 35.5' TOW 36.5' TOW

36.5' TOW

34.0'

35.5' TOW

35.5' TOW
PA
PA
PA
PA
PA

36.5' TOW

DAY BED

35.5' TOW
PA
5% SLOPE
5% SLOPE
PA
PA
PA
PA
PA
PA
PA

34.3' T.O.W.

ELEV. 32.8'
ELEV. 31.22

33.02 F.S.
5% 31.25' F.S.

34.3' T.O.W.

ELEV. 27.45'
HOTEL
ENTRY
DN
DN
DN
5%
5%
136789
45'-0" 27'-0" 19'-8" 14'-10" 2.9
2'-6"
A
73'-6"
D F J
59'-8" 63'-8"
36'-4"

7.8 10'-3 1/2"

EL CAMINO REAL

AVENIDA PICO

PROJECT TEAM
Architect:

Toal Engineering
139 Avenida Navarro
San Clemente, CA 92672
Contact: Caleb Rios
Ph: 949.492.8586
Landscape Design:

ENV 5 Landscape Design
31132 Calle Entradero
San Juan Capistrano, CA 92675Contact: Theodore Hannegan Ph: 949.742.0658
Roof LVL

ROOF TOP LOUNGE
(+/- 2,850 S.F.)
A-4.5
5'
10' 15'
20'
Project Finishes
ROOF DETAILS:MCA CORONA TAPERED 2 PC MISSION STYLE
COLOR B318-R CAFE BLEND

BOOSTED CLAY TILE
TYP. PITCH 3:12
FLAT ROOF - MECHANICAL WELL WITH MANSARD SCREEN. A
A
A
A

FLAT ROOF - MECHANICAL WELL WITH MANSARD SCREEN & WROUGHT IRON FENCING. B
FALSE CHIMNEY FOR PLUMBING STACKS AND VENTING. C
B A
C C C
FALSE CHIMNEY FOR TRASH / LAUNDRY CHUTE VENT. D
D
D
ELEVATOR PENTHOUSE UNDER TILE ROOF. EPLUMBING STACKS AND VENTING TO FLAT ROOF BEHIND MANSARD. F E
F
F
FIRE ACCESS:

ROOF ACCESS LADDER. 1
1 1
~ 12.5 KW SOLAR SYSTEM, WRACK AND DESIGN T.B.D. G
G

PLAN NORTH TRUE NORTH

7.5'
PA
A
A
3 P
PA
AP AP

WALLRT A
AP
PA
PA AP
P
A
1 C C C
E
C C C
A 5.0
DATE: 06/01/2025 City Planning Commission

DATE: 06/01/2025 City Planning Commission
A 6.1 02

Guest Rm. Guest Rm.

Pool
Guest Rm. Guest Rm.

Guest Rm. Guest Rm.

Guest Rm.

Guest Rm. Guest Rm.

Guest Rm.

Garage P1
Garage P2

GUESTROOM

GUESTROOM
GARAGE P1
GARAGE P2

GARAGE P1
P1

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C-1

SHEET INDEX

TITLE SHEETPODIUM LEVEL GRADING PLAN
C-4
C-2 PRELIMINARY GRADING PLAN
LOT 1, TRACT 14486
1801 NORTH EL CAMINO REAL, SAN CLEMENTE, CA

THE GALLERY
OWNER

CONSTRUCTION NOTES AND QUANTITY ESTIMATE

OWNER'S STATEMENTEROSION CONTROL NOTES
GRADING NOTES (cont.) (

GRADING NOTES
GRADING NOTES (cont.) (

NOTICE TO CONTRACTOR

JOB ADDRESS

LEGAL DESCRIPTION

ARCHITECT

BASIS OF BEARING

SOILS ENGINEER
DATE REVISED: 7-1-06
8 1 1

DEVELOPMENT STATISTICS

SOURCE OF TOPOGRAPHY

VICINITY MAP
C-3C-5 SECTIONS AND DETAILS

UPPER LEVEL PARKING GRADING PLAN

LOWER LEVEL PARKING GRADING PLAN
C-6 TOPOGRAPHIC SURVEY
BLOCK 1 B
TRACT 795
BLOCK 1
TRACT 795
LOT 2
LOT 1
BK. 1360, PG. 130 K 136.B
BK. 1609, PG. 90
BK. 1610, PG. 532
06 3
BK 1
1610 PG 532 , G 53 1610, PG 532
B 61. K
1 PG 53 1 10 PG 32 6 5 1 0 PG 32 16 0 G 32 1 PG 53 , 0 16 32 1 , PG 53 6 0 . 2 1 10 PG 3 6 5 2 1 0 G 32 1 10 PG 3 F.F.=35.00
F.F.=27.45
360 PG , BK 1360 PG 136 KB
F.F.=34.00
F.F.=34.00
F.F.=34.00
F.F.=34.00
K.

F.F.=34.00
K. 1609, P BK
BK. 1358, PG. 233
CAFE

RAISED OVERHEAD RA OV R A R E H D O R EA E VE HEAD ED O E HE D V RH A A S D V R E R E H A D O E H A S V R D O E R I E V D A S D O EA RA ED HEAD R E RH AD

GROUND FLOOR UN L OR O D LO R OU D F OO RO ND F O R O O R UN L R G U F R N L O D F GR UN R O D O R N O R GR L O F O R L R LO
ACT 7 5
B O
R CT 79
BLO
RAC 9
B
ACT 79
B C
T A T 79
LO
T ACT 7
C
T
L
A
O
R CT 7
O
O
TR CT 7
B OC
TRA T
LO
T C 5
BLO
RAC 5
O
TR CT 5
BLO
RA T 95
B OC
TR T 79
O
T CT 7 5
T
CK 1
F.F.=34.00
F.F.=34.00 F.F.=34.00 .

F.F.=34.00
F.F.=34.00 F.F
F.F.=34.00
F.F.=34.00 F.F.=34.00
F.F.=34.00 FF 34.

TRASH

ENCLOSURE CL
F.F.=29.50 .F.= F
F.F.=

34.50 F.F.=

35.00 F.F.=

34.50 F.F.=

35.00 F.F.=
F.F.=

34.00 34.00
F.F.=

34.00 F.F.=

34.50 F.F.=

34.00 F.F.=

34.00 F.F.= 34.00 F.F.= 34.00 F.F.= 34.00 F.F.= 34.00 F.F.= 34.00 F.F.=

34.00 F.F.=

34.00 F.F.= 34.00
F.F.=

34.00 POOL BY
OTHERS
K1 B
1 B
C
T 795
C
T T
B
TR
B
RA
LOT
STAIRS

FOR TOP OF WALL TOP OF WALL FOR TOP OF WALL FOR TOPOFWALL FOR TOP OF WALL FOR TOP O FOR TOP OF WALL TO OR F

ON THE ELEVATIONS ON THE ELEVATIONSONTHE EVATIONS ON THE ONSONTHE

PODIUM SEE

ARCHITECTURAL
PG
LEGEND

UTIILITY NOTE

CONSTRUCTION NOTES

EASEMENT NOTE

SEE TOPOGRAPHIC SURVEY
ON SHEET C-6
BLOCK 1 B
TRACT 795 TRA
BLOCK 1
TRACT 795
LOT 2
LOT 1
BK. 1358, PG. 233
BK. 1360, PG. 130 K 136.B
BK. 1609, PG. 90
BK. 1610, PG. 532
06 3
P G.F.F.=23.51 G.F.F.=19.35
PG
G. 532
POOL EQUIP.

BIKE PARK EV EV EV EV EV EV
F.F.=24.00
R
9 T
CK 1
G.F.F.=19.35 FF

LAUNDRY

VALET/RIDE SHARE
TRASH
K
A

MECHANICAL C
F.F.=27.45
360 PG , BK 1360 PG 136 KB
F.F.=34.00 F.F.=3
CAFE
LO
ACT 7 5
B O
R CT 79
BLO
RAC 9
B
ACT 79
B C
T A T 79
LO
T ACT 7
C
T
L
A
O
R CT 7
O
O
TR CT 7
B OC
TRA T
LO
T C 5
BLO
RAC 5
O
TR CT 5
BLO
RA T 95
B OC
TR T 79
O
T CT 7 5
T
CK 1
F.F.=34.00 FF 34.

TRASH

ENCLOSURE
F.F.=29.50
B
C
T 795
C
T T
B
TR
B
RA
LOT
LEGEND

UTIILITY NOTE

CONSTRUCTION NOTES

EASEMENT NOTE

SEE TOPOGRAPHIC SURVEY
ON SHEET C-6
BLOCK 1 B
TRACT 795 TRA
BLOCK 1
TRACT 795
LOT 2
LOT 1
BK. 1358, PG. 233 B G 5
K. 1360, PG. 130 KB 136.

BK. 1609, PG. 90
BK. 1610, PG. 532
G.F.F.=14.36
G.F.F.=8.91
90 PG.

G.F.F.=13.36
MECH. ROOM MECH OOM
F.F.=9.41 F F = 4 .

G.F.F.=9.41 .F.F.=9.41 G
06 3
F.F.=27.45
360 PG , BK 1360 PG 1 KB
F.F.=34.00 F.F.=34 0
LO
ACT 7 5
B O
R CT 79
BLO
RAC 9
B
T 79
B C
T A T 79
LO
T ACT 7
C
T
L
A
O
R CT 7
O
O
TR CT 7
B OC
TRA T
LO
T C 5
BLO
RAC 5
O
TR CT 5
BLO
RA T 95
B OC
TR T 79
O
T CT 7 5
CK 1
T
C
F.F.=34.00 FF 34.

F.F.=29.50 .F.= F
B
C
T 795
C
T T
B
TR
B
R
LOT
LEGEND

UTIILITY NOTE

CONSTRUCTION NOTES

EASEMENT NOTE

SEE TOPOGRAPHIC SURVEY S
ON SHEET C-6

SECTION

CONSTRUCTION NOTES
BLOCK 1 B
TRACT 795 TRA
BLOCK 1
TRACT 795
LOT 2
LOT 1
BK. 1358, PG. 233 B G 5
K. 1360, PG. 130 KB 136.

BK. 1609, PG. 90
BK. 1610, PG. 532
06 3
EASEMENT NOTES:

San Clemente City CouncilOctober 21, 2025

San Clemente City Council
October 21, 2025