Agenda — Twentynine Palms City Council, July 22, 2025 (part 10 of 10)

California MUTCD (FHWA's MUTCD 2012, as amended for use in California) Figure 4C-103 (CA). Traffic Signal Warrants Worksheet
(Average Traffic Estimate Form)
___ ___ ___ ___ TRAFFIC CONDITIONS

DIST CO RTE PM CALC DATE
Jurisdiction: City of Twentynine Palms CHK DATE
Major Street: Sullivan Rd. Critical Approach Speed (Major) 30 mph Minor Street: Lear Av. Critical Approach Speed (Minor) 30 mph Major Street Approach Lanes = 1 lane Minor Street Approach Lanes 1 lane Major Street Future ADT = 78 vpd Minor Street Future ADT = 46 vpd Speed limit or critical speed on major street traffic > 64 km/h (40 mph); ….…... or
In built up area of isolated community of < 10,000 population …………….….….

Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 78 1 46 8,000 5,600 2,400 1,680
2 + 1 9,600 6,720 2,400 1,680
2 + 2 + 9,600 6,720 3,200 2,240
1 2 + 8,000 5,600 3,200 2,240
Satisfied Not Satisfied
XX
Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 78 1 46 12,000 8,400 1,200 850
2 + 1 14,400 10,080 1,200 850
2 + 2 + 14,400 10,080 1,600 1,120
1 2 + 12,000 8,400 1,600 1,120
No one condition satisfied, but following conditions
fulfilled 80% of more ….. A B
1% 1%
Note: To be used only for NEW INTERSECTIONS or other locations where it is not reasonable to count actual traffic volumes.

The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal.

Combination of CONDITIONS A + B
2 CONDITIONS
80%
2 CONDITIONS
80%
Satisfied Not Satisfied
XX
on Major Street Minor Street Approach
(Total of Both Approaches) (One Direction Only)
Major Street Minor Street
Major Street Minor Street
CONDITION B - Interruption of Continuous Traffic Vehicles Per Day Vehicles Per Day on Higher-Volume
XX Major Street Minor Street Approach
(Total of Both Approaches) (One Direction Only)
CONDITION A - Minimum Vehicular Volume Vehicles Per Day Satisfied Not Satisfied Vehicles Per Day on on Higher-Volume XX ADT
E+P
JC 11/15/23

URBAN (U)
(Based on Estimated Average Daily Traffic - See Note)
URBAN RURAL Minimum Requirements
F:\UXRjobs\_15600_16000\_15600\15631\Warrants\Daily.xlsx\04_EP

3.3-20

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California MUTCD (FHWA's MUTCD 2012, as amended for use in California) Figure 4C-103 (CA). Traffic Signal Warrants Worksheet
(Average Traffic Estimate Form)
___ ___ ___ ___ TRAFFIC CONDITIONS

DIST CO RTE PM CALC DATE
Jurisdiction: City of Twentynine Palms CHK DATE
Major Street: Lear Av. Critical Approach Speed (Major) 30 mph Minor Street: Cactus Dr. Critical Approach Speed (Minor) 30 mph Major Street Approach Lanes = 1 lane Minor Street Approach Lanes 1 lane Major Street Future ADT = 103 vpd Minor Street Future ADT = 35 vpd Speed limit or critical speed on major street traffic > 64 km/h (40 mph); ….…... or
In built up area of isolated community of < 10,000 population …………….….….

Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 103 1 35 8,000 5,600 2,400 1,680
2 + 1 9,600 6,720 2,400 1,680
2 + 2 + 9,600 6,720 3,200 2,240
1 2 + 8,000 5,600 3,200 2,240
Satisfied Not Satisfied
XX
Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 103 1 35 12,000 8,400 1,200 850
2 + 1 14,400 10,080 1,200 850
2 + 2 + 14,400 10,080 1,600 1,120
1 2 + 12,000 8,400 1,600 1,120
No one condition satisfied, but following conditions
fulfilled 80% of more ….. A B
1% 1%
Note: To be used only for NEW INTERSECTIONS or other locations where it is not reasonable to count actual traffic volumes.

The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal.

URBAN (U)
(Based on Estimated Average Daily Traffic - See Note)
URBAN RURAL Minimum Requirements
F:\UXRjobs\_15600_16000\_15600\15631\Warrants\Daily.xlsx\03_EAPC

3.3-21

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California MUTCD (FHWA's MUTCD 2012, as amended for use in California) Figure 4C-103 (CA). Traffic Signal Warrants Worksheet
(Average Traffic Estimate Form)
___ ___ ___ ___ TRAFFIC CONDITIONS

DIST CO RTE PM CALC DATE
Jurisdiction: City of Twentynine Palms CHK DATE
Major Street: Sullivan Rd. Critical Approach Speed (Major) 30 mph Minor Street: Lear Av. Critical Approach Speed (Minor) 30 mph Major Street Approach Lanes = 1 lane Minor Street Approach Lanes 1 lane Major Street Future ADT = 79 vpd Minor Street Future ADT = 47 vpd Speed limit or critical speed on major street traffic > 64 km/h (40 mph); ….…... or
In built up area of isolated community of < 10,000 population …………….….….

Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 79 1 47 8,000 5,600 2,400 1,680
2 + 1 9,600 6,720 2,400 1,680
2 + 2 + 9,600 6,720 3,200 2,240
1 2 + 8,000 5,600 3,200 2,240
Satisfied Not Satisfied
XX
Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 79 1 47 12,000 8,400 1,200 850
2 + 1 14,400 10,080 1,200 850
2 + 2 + 14,400 10,080 1,600 1,120
1 2 + 12,000 8,400 1,600 1,120
No one condition satisfied, but following conditions
fulfilled 80% of more ….. A B
1% 1%
Note: To be used only for NEW INTERSECTIONS or other locations where it is not reasonable to count actual traffic volumes.

The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal.

URBAN (U)
(Based on Estimated Average Daily Traffic - See Note)
URBAN RURAL Minimum Requirements
F:\UXRjobs\_15600_16000\_15600\15631\Warrants\Daily.xlsx\04_EAPC

3.3-22

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California MUTCD (FHWA's MUTCD 2012, as amended for use in California) Figure 4C-103 (CA). Traffic Signal Warrants Worksheet
(Average Traffic Estimate Form)
___ ___ ___ ___ TRAFFIC CONDITIONS

DIST CO RTE PM CALC DATE
Jurisdiction: City of Twentynine Palms CHK DATE
Major Street: Lear Av. Critical Approach Speed (Major) 30 mph Minor Street: Cactus Dr. Critical Approach Speed (Minor) 30 mph Major Street Approach Lanes = 1 lane Minor Street Approach Lanes 1 lane Major Street Future ADT = 450 vpd Minor Street Future ADT = 25 vpd Speed limit or critical speed on major street traffic > 64 km/h (40 mph); ….…... or
In built up area of isolated community of < 10,000 population …………….….….

Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 450 1 25 8,000 5,600 2,400 1,680
2 + 1 9,600 6,720 2,400 1,680
2 + 2 + 9,600 6,720 3,200 2,240
1 2 + 8,000 5,600 3,200 2,240
Satisfied Not Satisfied
XX
Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 450 1 25 12,000 8,400 1,200 850
2 + 1 14,400 10,080 1,200 850
2 + 2 + 14,400 10,080 1,600 1,120
1 2 + 12,000 8,400 1,600 1,120
No one condition satisfied, but following conditions
fulfilled 80% of more ….. A B
1% 2%
Note: To be used only for NEW INTERSECTIONS or other locations where it is not reasonable to count actual traffic volumes.

The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal.

URBAN (U)
(Based on Estimated Average Daily Traffic - See Note)
URBAN RURAL Minimum Requirements
XX ADT
2045NP
JC 04/19/24
F:\UXRjobs\_15600_16000\_15600\15631\Warrants\Daily.xlsx\03_2045NP

3.3-23

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California MUTCD (FHWA's MUTCD 2012, as amended for use in California) Figure 4C-103 (CA). Traffic Signal Warrants Worksheet
(Average Traffic Estimate Form)
___ ___ ___ ___ TRAFFIC CONDITIONS

DIST CO RTE PM CALC DATE
Jurisdiction: City of Twentynine Palms CHK DATE
Major Street: Lear Av. Critical Approach Speed (Major) 30 mph Minor Street: Sullivan Rd. Critical Approach Speed (Minor) 30 mph Major Street Approach Lanes = 1 lane Minor Street Approach Lanes 1 lane Major Street Future ADT = 200 vpd Minor Street Future ADT = 100 vpd Speed limit or critical speed on major street traffic > 64 km/h (40 mph); ….…... or
In built up area of isolated community of < 10,000 population …………….….….

Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 200 1 100 8,000 5,600 2,400 1,680
2 + 1 9,600 6,720 2,400 1,680
2 + 2 + 9,600 6,720 3,200 2,240
1 2 + 8,000 5,600 3,200 2,240
Satisfied Not Satisfied
XX
Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 200 1 100 12,000 8,400 1,200 850
2 + 1 14,400 10,080 1,200 850
2 + 2 + 14,400 10,080 1,600 1,120
1 2 + 12,000 8,400 1,600 1,120
No one condition satisfied, but following conditions
fulfilled 80% of more ….. A B
3% 2%
Note: To be used only for NEW INTERSECTIONS or other locations where it is not reasonable to count actual traffic volumes.

The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal.

URBAN (U)
(Based on Estimated Average Daily Traffic - See Note)
URBAN RURAL Minimum Requirements
XX ADT
2045NP
JC 04/19/24
F:\UXRjobs\_15600_16000\_15600\15631\Warrants\Daily.xlsx\04_2045NP

3.3-24

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California MUTCD (FHWA's MUTCD 2012, as amended for use in California) Figure 4C-103 (CA). Traffic Signal Warrants Worksheet
(Average Traffic Estimate Form)
___ ___ ___ ___ TRAFFIC CONDITIONS

DIST CO RTE PM CALC DATE
Jurisdiction: City of Twentynine Palms CHK DATE
Major Street: Lear Av. Critical Approach Speed (Major) 30 mph Minor Street: N. Project Access Critical Approach Speed (Minor) 30 mph Major Street Approach Lanes = 1 lane Minor Street Approach Lanes 1 lane Major Street Future ADT = 653 vpd Minor Street Future ADT = 150 vpd Speed limit or critical speed on major street traffic > 64 km/h (40 mph); ….…... or
In built up area of isolated community of < 10,000 population …………….….….

Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 653 1 150 8,000 5,600 2,400 1,680
2 + 1 9,600 6,720 2,400 1,680
2 + 2 + 9,600 6,720 3,200 2,240
1 2 + 8,000 5,600 3,200 2,240
Satisfied Not Satisfied
XX
Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 653 1 150 12,000 8,400 1,200 850
2 + 1 14,400 10,080 1,200 850
2 + 2 + 14,400 10,080 1,600 1,120
1 2 + 12,000 8,400 1,600 1,120
No one condition satisfied, but following conditions
fulfilled 80% of more ….. A B
6% 5%
Note: To be used only for NEW INTERSECTIONS or other locations where it is not reasonable to count actual traffic volumes.

The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal.

URBAN (U)
(Based on Estimated Average Daily Traffic - See Note)
URBAN RURAL Minimum Requirements
XX ADT
2045NP
JC 04/19/24
F:\UXRjobs\_15600_16000\_15600\15631\Warrants\Daily.xlsx\05_2045NP

3.3-25

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California MUTCD (FHWA's MUTCD 2012, as amended for use in California) Figure 4C-103 (CA). Traffic Signal Warrants Worksheet
(Average Traffic Estimate Form)
___ ___ ___ ___ TRAFFIC CONDITIONS

DIST CO RTE PM CALC DATE
Jurisdiction: City of Twentynine Palms CHK DATE
Major Street: Lear Av. Critical Approach Speed (Major) 30 mph Minor Street: Cactus Dr. Critical Approach Speed (Minor) 30 mph Major Street Approach Lanes = 1 lane Minor Street Approach Lanes 1 lane Major Street Future ADT = 250 vpd Minor Street Future ADT = 36 vpd Speed limit or critical speed on major street traffic > 64 km/h (40 mph); ….…... or
In built up area of isolated community of < 10,000 population …………….….….

Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 250 1 36 8,000 5,600 2,400 1,680
2 + 1 9,600 6,720 2,400 1,680
2 + 2 + 9,600 6,720 3,200 2,240
1 2 + 8,000 5,600 3,200 2,240
Satisfied Not Satisfied
XX
Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 250 1 36 12,000 8,400 1,200 850
2 + 1 14,400 10,080 1,200 850
2 + 2 + 14,400 10,080 1,600 1,120
1 2 + 12,000 8,400 1,600 1,120
No one condition satisfied, but following conditions
fulfilled 80% of more ….. A B
2% 2%
Note: To be used only for NEW INTERSECTIONS or other locations where it is not reasonable to count actual traffic volumes.

The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal.

URBAN (U)
(Based on Estimated Average Daily Traffic - See Note)
URBAN RURAL Minimum Requirements
XX ADT
2045WP
JC 04/19/24
F:\UXRjobs\_15600_16000\_15600\15631\Warrants\Daily.xlsx\03_2045WP

3.3-26

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California MUTCD (FHWA's MUTCD 2012, as amended for use in California) Figure 4C-103 (CA). Traffic Signal Warrants Worksheet
(Average Traffic Estimate Form)
___ ___ ___ ___ TRAFFIC CONDITIONS

DIST CO RTE PM CALC DATE
Jurisdiction: City of Twentynine Palms CHK DATE
Major Street: Lear Av. Critical Approach Speed (Major) 30 mph Minor Street: Sullivan Rd. Critical Approach Speed (Minor) 30 mph Major Street Approach Lanes = 1 lane Minor Street Approach Lanes 1 lane Major Street Future ADT = 100 vpd Minor Street Future ADT = 50 vpd Speed limit or critical speed on major street traffic > 64 km/h (40 mph); ….…... or
In built up area of isolated community of < 10,000 population …………….….….

Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 100 1 50 8,000 5,600 2,400 1,680
2 + 1 9,600 6,720 2,400 1,680
2 + 2 + 9,600 6,720 3,200 2,240
1 2 + 8,000 5,600 3,200 2,240
Satisfied Not Satisfied
XX
Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 100 1 50 12,000 8,400 1,200 850
2 + 1 14,400 10,080 1,200 850
2 + 2 + 14,400 10,080 1,600 1,120
1 2 + 12,000 8,400 1,600 1,120
No one condition satisfied, but following conditions
fulfilled 80% of more ….. A B
1% 1%
Note: To be used only for NEW INTERSECTIONS or other locations where it is not reasonable to count actual traffic volumes.

The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal.

URBAN (U)
(Based on Estimated Average Daily Traffic - See Note)
URBAN RURAL Minimum Requirements
XX ADT
2045WP
JC 04/19/24
F:\UXRjobs\_15600_16000\_15600\15631\Warrants\Daily.xlsx\04_2045WP

3.3-27

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California MUTCD (FHWA's MUTCD 2012, as amended for use in California) Figure 4C-103 (CA). Traffic Signal Warrants Worksheet
(Average Traffic Estimate Form)
___ ___ ___ ___ TRAFFIC CONDITIONS

DIST CO RTE PM CALC DATE
Jurisdiction: City of Twentynine Palms CHK DATE
Major Street: Lear Av. Critical Approach Speed (Major) 30 mph Minor Street: N. Project Access Critical Approach Speed (Minor) 30 mph Major Street Approach Lanes = 1 lane Minor Street Approach Lanes 1 lane Major Street Future ADT = 744 vpd Minor Street Future ADT = 449 vpd Speed limit or critical speed on major street traffic > 64 km/h (40 mph); ….…... or
In built up area of isolated community of < 10,000 population …………….….….

Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 744 1 449 8,000 5,600 2,400 1,680
2 + 1 9,600 6,720 2,400 1,680
2 + 2 + 9,600 6,720 3,200 2,240
1 2 + 8,000 5,600 3,200 2,240
Satisfied Not Satisfied
XX
Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 744 1 449 12,000 8,400 1,200 850
2 + 1 14,400 10,080 1,200 850
2 + 2 + 14,400 10,080 1,600 1,120
1 2 + 12,000 8,400 1,600 1,120
No one condition satisfied, but following conditions
fulfilled 80% of more ….. A B
9% 6%
Note: To be used only for NEW INTERSECTIONS or other locations where it is not reasonable to count actual traffic volumes.

The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal.

URBAN (U)
(Based on Estimated Average Daily Traffic - See Note)
URBAN RURAL Minimum Requirements
XX ADT
2045WP
JC 04/19/24
F:\UXRjobs\_15600_16000\_15600\15631\Warrants\Daily.xlsx\05_2045WP

3.3-28

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Yonder 29 Palms Traffic Analysis
15631-03 TA Report.docx
APPENDIX 5.1: EXISTING PLUS PROJECT CONDITIONS INTERSECTION

OPERATIONS ANALYSIS WORKSHEETS

URBAN CROSSROADS

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Yonder 29 Palms Traffic Analysis
15631-03 TA Report.docx
This Page Intentionally Left Blank

URBAN CROSSROADS

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Lanes, Volumes, Timings Existing + Project AM Peak Hour 1: Lear Av. & Twentynine Palms Hwy. (SR-62)
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 175 375 27 7 344 5 13 2 5 7 4 141
Future Volume (vph) 175 375 27 7 344 5 13 2 5 7 4 141
Ideal Flow (vphpl) 1700 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Storage Length (ft) 300 0 310 0 0 50 0 0
Storage Lanes 1 0 1 0 0 1 0 0
Taper Length (ft) 120 120 90 90
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph) 55 55 35 55
Link Distance (ft) 655 2881 300 432
Travel Time (s) 8.1 35.7 5.8 5.4
Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%)
Turn Type Prot NA Prot NA Perm NA Perm Perm NA
Protected Phases 5 2 1 6 8 4
Permitted Phases 8 8 4
Detector Phase 5 2 1 6 88844
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 15.0 28.0 9.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (%) 25.0% 46.7% 15.8% 37.5% 37.5% 37.5% 37.5% 37.5% 37.5% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None C-Max None C-Max Max Max Max Max Max
Intersection Summary
Area Type: Other
Cycle Length: 60
Actuated Cycle Length: 60
Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow, Master Intersection Natural Cycle: 60
Control Type: Actuated-Coordinated
Splits and Phases: 1: Lear Av. & Twentynine Palms Hwy. (SR-62)

5.1-1
+- t
~-----~ t~

9.Ss
ISs

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HCM 6th Signalized Intersection Summary Existing + Project AM Peak Hour 1: Lear Av. & Twentynine Palms Hwy. (SR-62)
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 175 375 27 7 344 5 13 2 5 7 4 141 Future Volume (veh/h) 175 375 27 7 344 5 13 2 5 7 4 141 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 190 408 29 8 374 5 14 2 5 8 4 153
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222
Cap, veh/h 230 1481 105 18 1126 15 448 56 448 70 26 419 Arrive On Green 0.14 0.46 0.46 0.01 0.33 0.33 0.30 0.30 0.30 0.30 0.30 0.30 Sat Flow, veh/h 1594 3187 226 1688 3401 45 1118 188 1494 24 86 1396 Grp Volume(v), veh/h 190 215 222 8 185 194 16 0 5 165 0 0 Grp Sat Flow(s),veh/h/ln 1594 1683 1730 1688 1683 1763 1306 0 1494 1506 0 0 Q Serve(g_s), s 7.0 4.7 4.7 0.3 5.0 5.0 0.0 0.0 0.1 0.0 0.0 0.0 Cycle Q Clear(g_c), s 7.0 4.7 4.7 0.3 5.0 5.0 0.4 0.0 0.1 5.1 0.0 0.0 Prop In Lane 1.00 0.13 1.00 0.03 0.87 1.00 0.05 0.93
Lane Grp Cap(c), veh/h 230 782 804 18 557 584 504 0 448 515 0 0 V/C Ratio(X) 0.83 0.27 0.28 0.46 0.33 0.33 0.03 0.00 0.01 0.32 0.00 0.00 Avail Cap(c_a), veh/h 279 782 804 141 557 584 504 0 448 515 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 25.0 9.9 9.9 29.5 15.1 15.1 14.8 0.0 14.7 16.5 0.0 0.0 Incr Delay (d2), s/veh 15.6 0.9 0.9 17.3 1.6 1.5 0.1 0.0 0.0 1.6 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.2 1.4 1.5 0.2 1.7 1.8 0.2 0.0 0.0 1.7 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 40.6 10.7 10.7 46.8 16.7 16.6 15.0 0.0 14.8 18.1 0.0 0.0 LnGrp LOS D B B D BBBABBAA
Approach Vol, veh/h 627 387 21 165
Approach Delay, s/veh 19.8 17.3 14.9 18.1
Approach LOS BBBB
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 5.1 32.4 22.5 13.1 24.4 22.5
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 5.0 23.5 18.0 10.5 18.0 18.0 Max Q Clear Time (g_c+I1), s 2.3 6.7 7.1 9.0 7.0 2.4
Green Ext Time (p_c), s 0.0 1.9 0.5 0.1 1.3 0.0
Intersection Summary
HCM 6th Ctrl Delay 18.7
HCM 6th LOS B

5.1-2
t

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Lanes, Volumes, Timings Existing + Project AM Peak Hour 2: Monte Vista & Twentynine Palms Hwy. (SR-62)
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 1 569 1 5 492 1217111
Future Volume (vph) 1 569 1 5 492 1217111
Ideal Flow (vphpl) 1700 1800 1800 1700 1800 1800 1800 1800 1800 1800 1800 1800 Storage Length (ft) 50 0 50 0 0 0 0 50
Storage Lanes 1 0 1 0 0 0 0 0
Taper Length (ft) 90 90 90 90
Link Speed (mph) 55 55 30 30
Link Distance (ft) 402 655 418 421
Travel Time (s) 5.0 8.1 9.5 9.6
Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Shared Lane Traffic (%)
Sign Control Free Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

5.1-3
~-----"i tf+ "i tf+ --- 4+ --- 4+

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HCM 6th TWSC Existing + Project AM Peak Hour
2: Monte Vista & Twentynine Palms Hwy. (SR-62)
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 0.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 1 569 1 5 492 1217111
Future Vol, veh/h 1 569 1 5 492 1217111
Conflicting Peds, #/hr 5 05505505505
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 50 - - 50 --------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93
Heavy Vehicles, % 2 22222222222
Mvmt Flow 1 612 1 5 529 1218111
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 535 0 0 618 0 0 900 1165 317 859 1165 275 Stage 1 - - - - - - 620 620 - 545 545 -
Stage 2 - - - - - - 280 545 - 314 620 -
Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - ----- 6.54 5.54 - 6.54 5.54 -
Critical Hdwy Stg 2 - ----- 6.54 5.54 - 6.54 5.54 -
Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1029 - - 958 - - 233 193 679 250 193 722 Stage 1 - - - - - - 442 478 - 490 517 -
Stage 2 - - - - - - 703 517 - 671 478 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1024 - - 953 - - 228 190 673 243 190 715 Mov Cap-2 Maneuver - - - - - - 228 190 - 243 190 -
Stage 1 - - - - - - 439 475 - 487 512 -
Stage 2 - - - - - - 693 512 - 658 475 -
Approach EB WB NB SB
HCM Control Delay, s 0 0.1 14 18.1

HCM LOS B C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 409 1024 - - 953 - - 278
HCM Lane V/C Ratio 0.026 0.001 - - 0.006 - - 0.012
HCM Control Delay (s) 14 8.5 - - 8.8 - - 18.1
HCM Lane LOS B A - - A - - C
HCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0

5.1-4

Page 1331 of 1452 ends

Lanes, Volumes, Timings Existing + Project AM Peak Hour 3: Lear Av. & Cactus Dr.

Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 311112
Future Volume (vph) 311112
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800
Link Speed (mph) 30 55 35
Link Distance (ft) 415 2063 288
Travel Time (s) 9.4 25.6 5.6
Confl. Peds. (#/hr) 5 5 5 5
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized

5.1-5

Page 1332 of 1452 ends

HCM 6th TWSC Existing + Project AM Peak Hour
3: Lear Av. & Cactus Dr.

Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 4.6
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 3 11112
Future Vol, veh/h 3 11112
Conflicting Peds, #/hr 5 55005
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 3 11112
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 15 12 8 0 - 0
Stage 1 7 -----
Stage 2 8 -----
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 -----
Critical Hdwy Stg 2 5.42 -----
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 1004 1069 1612 - - -
Stage 1 1016 -----
Stage 2 1015 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 993 1059 1604 - - -
Mov Cap-2 Maneuver 993 -----
Stage 1 1010 -----
Stage 2 1010 -----
Approach EB NB SB
HCM Control Delay, s 8.6 3.6 0

HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1604 - 1009 - -
HCM Lane V/C Ratio 0.001 - 0.004 - -
HCM Control Delay (s) 7.2 0 8.6 - -
HCM Lane LOS A A A - -
HCM 95th %tile Q(veh) 0 - 0 - -

5.1-6

Page 1333 of 1452 ends

Lanes, Volumes, Timings Existing + Project AM Peak Hour 4: Sullivan Rd. & Lear Av.

Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Lane Group EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 121111
Future Volume (vph) 121111
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800
Link Speed (mph) 30 30 55
Link Distance (ft) 460 644 2063
Travel Time (s) 10.5 14.6 25.6
Confl. Peds. (#/hr) 5 5 5 5
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

5.1-7

Page 1334 of 1452 ends

HCM 6th TWSC Existing + Project AM Peak Hour
4: Sullivan Rd. & Lear Av.

Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 3.5
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 1 21111
Future Vol, veh/h 1 21111
Conflicting Peds, #/hr 5 00555
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 1 21111
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 7 0 - 0 16 12
Stage 1 - - - - 7 -
Stage 2 - - - - 9 -
Critical Hdwy 4.12 - - - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy 2.218 - - - 3.518 3.318
Pot Cap-1 Maneuver 1614 - - - 1002 1069
Stage 1 - - - - 1016 -
Stage 2 - - - - 1014 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1606 - - - 991 1059
Mov Cap-2 Maneuver - - - - 991 -
Stage 1 - - - - 1010 -
Stage 2 - - - - 1009 -
Approach EB WB SB
HCM Control Delay, s 2.4 0 8.5

HCM LOS A
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1606 - - - 1024
HCM Lane V/C Ratio 0.001 - - - 0.002
HCM Control Delay (s) 7.2 0 - - 8.5
HCM Lane LOS A A - - A
HCM 95th %tile Q(veh) 0 - - - 0

5.1-8

Page 1335 of 1452 ends

Lanes, Volumes, Timings Existing + Project AM Peak Hour 5: Lear Av. & N. Project Access
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 1 15 1 2 33 1
Future Volume (vph) 1 15 1 2 33 1
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800
Link Speed (mph) 30 30 30
Link Distance (ft) 327 288 300
Travel Time (s) 7.4 6.5 6.8
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized

5.1-9
~---- V

Page 1336 of 1452 ends

HCM 6th TWSC Existing + Project AM Peak Hour
5: Lear Av. & N. Project Access
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 7.1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 1 15 1 2 33 1
Future Vol, veh/h 1 15 1 2 33 1
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 1 16 1 2 36 1
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 75 20030
Stage 1 2 -----
Stage 2 73 -----
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 1 5.42 -----
Critical Hdwy Stg 2 5.42 -----
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 928 1082 - - 1619 -
Stage 1 1021 -----
Stage 2 950 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 908 1082 - - 1619 -
Mov Cap-2 Maneuver 908 -----
Stage 1 1021 -----
Stage 2 929 -----
Approach WB NB SB
HCM Control Delay, s 8.4 0 7.1

HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 1069 1619 -
HCM Lane V/C Ratio - - 0.016 0.022 -
HCM Control Delay (s) - - 8.4 7.3 0
HCM Lane LOS - - A A A
HCM 95th %tile Q(veh) - - 0.1 0.1 -

5.1-10

Page 1337 of 1452 ends

Lanes, Volumes, Timings Existing + Project PM Peak Hour 1: Lear Av. & Twentynine Palms Hwy. (SR-62)
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 135 442 23 16 471 13 26 7 8 8 7 269 Future Volume (vph) 135 442 23 16 471 13 26 7 8 8 7 269 Ideal Flow (vphpl) 1700 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Storage Length (ft) 300 0 310 0 0 50 0 0
Storage Lanes 1 0 1 0 0 1 0 0
Taper Length (ft) 120 120 90 90
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph) 55 55 35 55
Link Distance (ft) 655 2881 300 432
Travel Time (s) 8.1 35.7 5.8 5.4
Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Shared Lane Traffic (%)
Turn Type Prot NA Prot NA Perm NA Perm Perm NA
Protected Phases 5 2 1 6 8 4
Permitted Phases 8 8 4
Detector Phase 5 2 1 6 88844
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 15.0 28.0 9.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (%) 25.0% 46.7% 15.8% 37.5% 37.5% 37.5% 37.5% 37.5% 37.5% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None C-Max None C-Max Max Max Max Max Max
Intersection Summary
Area Type: Other
Cycle Length: 60
Actuated Cycle Length: 60
Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow, Master Intersection Natural Cycle: 60
Control Type: Actuated-Coordinated
Splits and Phases: 1: Lear Av. & Twentynine Palms Hwy. (SR-62)

5.1-11
+- t
~-----~ t~

9.Ss
ISs

Page 1338 of 1452 ends

HCM 6th Signalized Intersection Summary Existing + Project PM Peak Hour 1: Lear Av. & Twentynine Palms Hwy. (SR-62)
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 135 442 23 16 471 13 26 7 8 8 7 269 Future Volume (veh/h) 135 442 23 16 471 13 26 7 8 8 7 269 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 148 486 25 18 518 14 29 8 9 9 8 296 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 222222222222
Cap, veh/h 183 1477 76 36 1206 33 313 73 448 66 20 427
Arrive On Green 0.11 0.45 0.45 0.02 0.36 0.36 0.30 0.30 0.30 0.30 0.30 0.30 Sat Flow, veh/h 1594 3257 167 1688 3348 90 688 244 1494 15 67 1422 Grp Volume(v), veh/h 148 251 260 18 260 272 37 0 9 313 0 0 Grp Sat Flow(s),veh/h/ln 1594 1683 1741 1688 1683 1755 932 0 1494 1504 0 0 Q Serve(g_s), s 5.4 5.7 5.8 0.6 7.0 7.0 0.0 0.0 0.3 0.0 0.0 0.0 Cycle Q Clear(g_c), s 5.4 5.7 5.8 0.6 7.0 7.0 1.4 0.0 0.3 11.0 0.0 0.0 Prop In Lane 1.00 0.10 1.00 0.05 0.78 1.00 0.03 0.95
Lane Grp Cap(c), veh/h 183 763 789 36 606 632 387 0 448 513 0 0 V/C Ratio(X) 0.81 0.33 0.33 0.49 0.43 0.43 0.10 0.00 0.02 0.61 0.00 0.00 Avail Cap(c_a), veh/h 279 763 789 141 606 632 387 0 448 513 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 25.9 10.5 10.5 29.0 14.5 14.5 15.1 0.0 14.8 18.6 0.0 0.0 Incr Delay (d2), s/veh 9.8 1.1 1.1 10.0 2.2 2.1 0.5 0.0 0.1 5.3 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.3 1.7 1.8 0.3 2.4 2.5 0.4 0.0 0.1 3.8 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 35.8 11.7 11.7 39.0 16.7 16.7 15.6 0.0 14.9 23.9 0.0 0.0 LnGrp LOS D B B D BBBABCAA
Approach Vol, veh/h 659 550 46 313
Approach Delay, s/veh 17.1 17.4 15.4 23.9
Approach LOS B B B C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 5.8 31.7 22.5 11.4 26.1 22.5
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 5.0 23.5 18.0 10.5 18.0 18.0 Max Q Clear Time (g_c+I1), s 2.6 7.8 13.0 7.4 9.0 3.4
Green Ext Time (p_c), s 0.0 2.2 0.7 0.1 1.8 0.1
Intersection Summary
HCM 6th Ctrl Delay 18.5
HCM 6th LOS B

5.1-12
t

Page 1339 of 1452 ends

Lanes, Volumes, Timings Existing + Project PM Peak Hour 2: Monte Vista & Twentynine Palms Hwy. (SR-62)
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 1 587 4 14 751 1 3 1 12 1 2 1
Future Volume (vph) 1 587 4 14 751 1 3 1 12 1 2 1
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Storage Length (ft) 50 0 50 0 0 0 0 50
Storage Lanes 1 0 1 0 0 0 0 0
Taper Length (ft) 90 90 90 90
Link Speed (mph) 55 55 30 30
Link Distance (ft) 402 655 418 421
Travel Time (s) 5.0 8.1 9.5 9.6
Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Shared Lane Traffic (%)
Sign Control Free Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

5.1-13
~-----"i tf+ "i tf+ --- 4+ --- 4+

Page 1340 of 1452 ends

HCM 6th TWSC Existing + Project PM Peak Hour
2: Monte Vista & Twentynine Palms Hwy. (SR-62)
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 0.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 1 587 4 14 751 1 3 1 12 1 2 1
Future Vol, veh/h 1 587 4 14 751 1 3 1 12 1 2 1
Conflicting Peds, #/hr 5 05505505505
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 50 - - 50 --------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91
Heavy Vehicles, % 2 22222222222
Mvmt Flow 1 645 4 15 825 1 3 1 13 1 2 1
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 831 0 0 654 0 0 1103 1515 335 1191 1517 423 Stage 1 - - - - - - 654 654 - 861 861 -
Stage 2 - - - - - - 449 861 - 330 656 -
Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 6.7 5.5 6.5 Critical Hdwy Stg 1 - ----- 6.54 5.54 - 5.5 5 -
Critical Hdwy Stg 2 - ----- 6.54 5.54 - 5.5 5 -
Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 797 - - 929 - - 166 118 661 189 183 610 Stage 1 - - - - - - 422 461 - 406 422 -
Stage 2 - - - - - - 559 371 - 723 508 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 793 - - 925 - - 160 115 655 180 178 604 Mov Cap-2 Maneuver - - - - - - 160 115 - 180 178 -
Stage 1 - - - - - - 419 458 - 404 413 -
Stage 2 - - - - - - 543 363 - 702 505 -
Approach EB WB NB SB
HCM Control Delay, s 0 0.2 15.8 21.9

HCM LOS C C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 350 793 - - 925 - - 217
HCM Lane V/C Ratio 0.05 0.001 - - 0.017 - - 0.02
HCM Control Delay (s) 15.8 9.5 - - 9 - - 21.9
HCM Lane LOS C A - - A - - C
HCM 95th %tile Q(veh) 0.2 0 - - 0.1 - - 0.1

5.1-14

Page 1341 of 1452 ends

Lanes, Volumes, Timings Existing + Project PM Peak Hour 3: Lear Av. & Cactus Dr.

Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 311113
Future Volume (vph) 311113
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800
Link Speed (mph) 30 55 35
Link Distance (ft) 415 2063 288
Travel Time (s) 9.4 25.6 5.6
Confl. Peds. (#/hr) 5 5 5 5
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized

5.1-15

Page 1342 of 1452 ends

HCM 6th TWSC Existing + Project PM Peak Hour
3: Lear Av. & Cactus Dr.

Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 4.2
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 3 11113
Future Vol, veh/h 3 11113
Conflicting Peds, #/hr 5 55005
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 3 11113
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 16 13 9 0 - 0
Stage 1 8 -----
Stage 2 8 -----
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 -----
Critical Hdwy Stg 2 5.42 -----
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 1002 1067 1611 - - -
Stage 1 1015 -----
Stage 2 1015 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 991 1057 1603 - - -
Mov Cap-2 Maneuver 991 -----
Stage 1 1009 -----
Stage 2 1010 -----
Approach EB NB SB
HCM Control Delay, s 8.6 3.6 0

HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1603 - 1007 - -
HCM Lane V/C Ratio 0.001 - 0.004 - -
HCM Control Delay (s) 7.2 0 8.6 - -
HCM Lane LOS A A A - -
HCM 95th %tile Q(veh) 0 - 0 - -

5.1-16

Page 1343 of 1452 ends

Lanes, Volumes, Timings Existing + Project PM Peak Hour 4: Sullivan Rd. & Lear Av.

Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Lane Group EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 122111
Future Volume (vph) 122111
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800
Link Speed (mph) 30 30 55
Link Distance (ft) 460 644 2063
Travel Time (s) 10.5 14.6 25.6
Confl. Peds. (#/hr) 5 5 5 5
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

5.1-17

Page 1344 of 1452 ends

HCM 6th TWSC Existing + Project PM Peak Hour
4: Sullivan Rd. & Lear Av.

Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 3
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 1 22111
Future Vol, veh/h 1 22111
Conflicting Peds, #/hr 5 00555
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 1 22111
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 8 0 - 0 17 13
Stage 1 - - - - 8 -
Stage 2 - - - - 9 -
Critical Hdwy 4.12 - - - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy 2.218 - - - 3.518 3.318
Pot Cap-1 Maneuver 1612 - - - 1001 1067
Stage 1 - - - - 1015 -
Stage 2 - - - - 1014 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1604 - - - 990 1057
Mov Cap-2 Maneuver - - - - 990 -
Stage 1 - - - - 1009 -
Stage 2 - - - - 1009 -
Approach EB WB SB
HCM Control Delay, s 2.4 0 8.5

HCM LOS A
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1604 - - - 1022
HCM Lane V/C Ratio 0.001 - - - 0.002
HCM Control Delay (s) 7.2 0 - - 8.5
HCM Lane LOS A A - - A
HCM 95th %tile Q(veh) 0 - - - 0

5.1-18

Page 1345 of 1452 ends

Lanes, Volumes, Timings Existing + Project PM Peak Hour 5: Lear Av. & N. Project Access
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 2 28 1 2 28 1
Future Volume (vph) 2 28 1 2 28 1
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800
Link Speed (mph) 30 30 30
Link Distance (ft) 327 288 300
Travel Time (s) 7.4 6.5 6.8
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized

5.1-19
~---- V

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HCM 6th TWSC Existing + Project PM Peak Hour
5: Lear Av. & N. Project Access
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 7.4
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 2 28 1 2 28 1
Future Vol, veh/h 2 28 1 2 28 1
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 2 30 1 2 30 1
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 63 20030
Stage 1 2 -----
Stage 2 61 -----
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 1 5.42 -----
Critical Hdwy Stg 2 5.42 -----
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 943 1082 - - 1619 -
Stage 1 1021 -----
Stage 2 962 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 925 1082 - - 1619 -
Mov Cap-2 Maneuver 925 -----
Stage 1 1021 -----
Stage 2 944 -----
Approach WB NB SB
HCM Control Delay, s 8.5 0 7

HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 1070 1619 -
HCM Lane V/C Ratio - - 0.03 0.019 -
HCM Control Delay (s) - - 8.5 7.3 0
HCM Lane LOS - - A A A
HCM 95th %tile Q(veh) - - 0.1 0.1 -

5.1-20

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Yonder 29 Palms Traffic Analysis
15631-03 TA Report.docx
APPENDIX 6.1: CUMULATIVE (2025) WITHOUT PROJECT CONDITIONS

INTERSECTION OPERATIONS ANALYSIS WORKSHEETS

URBAN CROSSROADS

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Yonder 29 Palms Traffic Analysis
15631-03 TA Report.docx
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URBAN CROSSROADS

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Lanes, Volumes, Timings Cumulative (2025) AM Peak Hour
1: Lear Av. & Twentynine Palms Hwy. (SR-62)
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 182 462 1 1 425 8 1 1 2 11 2 147
Future Volume (vph) 182 462 1 1 425 8 1 1 2 11 2 147
Ideal Flow (vphpl) 1700 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Storage Length (ft) 300 0 310 0 0 50 0 0
Storage Lanes 1 0 1 0 0 1 0 0
Taper Length (ft) 120 120 90 90
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph) 55 55 35 55
Link Distance (ft) 655 2881 300 432
Travel Time (s) 8.1 35.7 5.8 5.4
Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%)
Turn Type Prot NA Prot NA Perm NA Perm Perm NA
Protected Phases 5 2 1 6 8 4
Permitted Phases 8 8 4
Detector Phase 5 2 1 6 88844
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 15.0 28.0 9.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (%) 25.0% 46.7% 15.8% 37.5% 37.5% 37.5% 37.5% 37.5% 37.5% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None C-Max None C-Max Max Max Max Max Max
Intersection Summary
Area Type: Other
Cycle Length: 60
Actuated Cycle Length: 60
Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow, Master Intersection Natural Cycle: 60
Control Type: Actuated-Coordinated
Splits and Phases: 1: Lear Av. & Twentynine Palms Hwy. (SR-62)

6.1-1
+- t
~-----~ t~

9.Ss
ISs

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HCM 6th Signalized Intersection Summary Cumulative (2025) AM Peak Hour 1: Lear Av. & Twentynine Palms Hwy. (SR-62)
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 182 462 1 1 425 8 1 1 2 11 2 147 Future Volume (veh/h) 182 462 1 1 425 8 1 1 2 11 2 147
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 198 502 1 1 462 9 1 1 2 12 2 160
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222
Cap, veh/h 238 1633 3 3 1100 21 291 260 448 76 25 415
Arrive On Green 0.15 0.47 0.47 0.00 0.33 0.33 0.30 0.30 0.30 0.30 0.30 0.30 Sat Flow, veh/h 1594 3447 7 1688 3377 66 669 866 1494 39 82 1384 Grp Volume(v), veh/h 198 245 258 1 230 241 2 0 2 174 0 0 Grp Sat Flow(s),veh/h/ln 1594 1683 1771 1688 1683 1759 1535 0 1494 1505 0 0 Q Serve(g_s), s 7.2 5.4 5.4 0.0 6.4 6.4 0.0 0.0 0.1 0.0 0.0 0.0 Cycle Q Clear(g_c), s 7.2 5.4 5.4 0.0 6.4 6.4 0.0 0.0 0.1 5.5 0.0 0.0 Prop In Lane 1.00 0.00 1.00 0.04 0.50 1.00 0.07 0.92
Lane Grp Cap(c), veh/h 238 797 839 3 548 573 551 0 448 516 0 0 V/C Ratio(X) 0.83 0.31 0.31 0.36 0.42 0.42 0.00 0.00 0.00 0.34 0.00 0.00 Avail Cap(c_a), veh/h 279 797 839 141 548 573 551 0 448 516 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 24.8 9.7 9.7 29.9 15.8 15.8 14.7 0.0 14.7 16.6 0.0 0.0 Incr Delay (d2), s/veh 16.7 1.0 1.0 62.7 2.4 2.3 0.0 0.0 0.0 1.8 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.4 1.6 1.7 0.1 2.3 2.4 0.0 0.0 0.0 1.8 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 41.5 10.7 10.7 92.6 18.2 18.1 14.7 0.0 14.7 18.4 0.0 0.0 LnGrp LOS D B B F BBBABBAA
Approach Vol, veh/h 701 472 4 174
Approach Delay, s/veh 19.4 18.3 14.7 18.4
Approach LOS BBBB
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 4.6 32.9 22.5 13.5 24.0 22.5
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 5.0 23.5 18.0 10.5 18.0 18.0 Max Q Clear Time (g_c+I1), s 2.0 7.4 7.5 9.2 8.4 2.1
Green Ext Time (p_c), s 0.0 2.2 0.6 0.1 1.6 0.0
Intersection Summary
HCM 6th Ctrl Delay 18.9
HCM 6th LOS B

6.1-2
t

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Lanes, Volumes, Timings Cumulative (2025) AM Peak Hour
2: Monte Vista & Twentynine Palms Hwy. (SR-62)
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 1 637 1 5 567 1217111
Future Volume (vph) 1 637 1 5 567 1217111
Ideal Flow (vphpl) 1700 1800 1800 1700 1800 1800 1800 1800 1800 1800 1800 1800 Storage Length (ft) 50 0 50 0 0 0 0 50
Storage Lanes 1 0 1 0 0 0 0 0
Taper Length (ft) 90 90 90 90
Link Speed (mph) 55 55 30 30
Link Distance (ft) 402 655 418 421
Travel Time (s) 5.0 8.1 9.5 9.6
Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Shared Lane Traffic (%)
Sign Control Free Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

6.1-3
~-----"i tf+ "i tf+ --- 4+ --- 4+

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HCM 6th TWSC Cumulative (2025) AM Peak Hour
2: Monte Vista & Twentynine Palms Hwy. (SR-62)
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 0.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 1 637 1 5 567 1217111
Future Vol, veh/h 1 637 1 5 567 1217111
Conflicting Peds, #/hr 5 05505505505
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 50 - - 50 --------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93
Heavy Vehicles, % 2 22222222222
Mvmt Flow 1 685 1 5 610 1218111
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 616 0 0 691 0 0 1014 1319 353 976 1319 316 Stage 1 - - - - - - 693 693 - 626 626 -
Stage 2 - - - - - - 321 626 - 350 693 -
Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - ----- 6.54 5.54 - 6.54 5.54 -
Critical Hdwy Stg 2 - ----- 6.54 5.54 - 6.54 5.54 -
Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 960 - - 900 - - 193 156 643 206 156 680 Stage 1 - - - - - - 400 443 - 439 475 -
Stage 2 - - - - - - 665 475 - 639 443 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 955 - - 896 - - 189 153 637 200 153 674 Mov Cap-2 Maneuver - - - - - - 189 153 - 200 153 -
Stage 1 - - - - - - 398 440 - 436 470 -
Stage 2 - - - - - - 656 470 - 626 440 -
Approach EB WB NB SB
HCM Control Delay, s 0 0.1 15.4 20.9

HCM LOS C C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 356 955 - - 896 - - 230
HCM Lane V/C Ratio 0.03 0.001 - - 0.006 - - 0.014
HCM Control Delay (s) 15.4 8.8 - - 9 - - 20.9
HCM Lane LOS C A - - A - - C
HCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0

6.1-4

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Lanes, Volumes, Timings Cumulative (2025) PM Peak Hour
1: Lear Av. & Twentynine Palms Hwy. (SR-62)
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 140 533 1 11 558 17 4 5 3 12 5 280 Future Volume (vph) 140 533 1 11 558 17 4 5 3 12 5 280
Ideal Flow (vphpl) 1700 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Storage Length (ft) 300 0 310 0 0 50 0 0
Storage Lanes 1 0 1 0 0 1 0 0
Taper Length (ft) 120 120 90 90
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph) 55 55 35 55
Link Distance (ft) 655 2881 300 432
Travel Time (s) 8.1 35.7 5.8 5.4
Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Shared Lane Traffic (%)
Turn Type Prot NA Prot NA Perm NA Perm Perm NA
Protected Phases 5 2 1 6 8 4
Permitted Phases 8 8 4
Detector Phase 5 2 1 6 88844
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 15.0 28.0 9.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (%) 25.0% 46.7% 15.8% 37.5% 37.5% 37.5% 37.5% 37.5% 37.5% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None C-Max None C-Max Max Max Max Max Max
Intersection Summary
Area Type: Other
Cycle Length: 60
Actuated Cycle Length: 60
Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow, Master Intersection Natural Cycle: 60
Control Type: Actuated-Coordinated
Splits and Phases: 1: Lear Av. & Twentynine Palms Hwy. (SR-62)

6.1-5
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9.Ss
ISs

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HCM 6th Signalized Intersection Summary Cumulative (2025) PM Peak Hour 1: Lear Av. & Twentynine Palms Hwy. (SR-62)
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 140 533 1 11 558 17 4 5 3 12 5 280 Future Volume (veh/h) 140 533 1 11 558 17 4 5 3 12 5 280 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 154 586 1 12 613 19 4 5 3 13 5 308 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 222222222222
Cap, veh/h 190 1586 3 25 1186 37 224 245 448 69 18 426
Arrive On Green 0.12 0.46 0.46 0.02 0.36 0.36 0.30 0.30 0.30 0.30 0.30 0.30 Sat Flow, veh/h 1594 3448 6 1688 3333 103 458 817 1494 23 60 1419 Grp Volume(v), veh/h 154 286 301 12 309 323 9 0 3 326 0 0 Grp Sat Flow(s),veh/h/ln 1594 1683 1771 1688 1683 1752 1275 0 1494 1502 0 0 Q Serve(g_s), s 5.7 6.6 6.6 0.4 8.7 8.7 0.0 0.0 0.1 0.6 0.0 0.0 Cycle Q Clear(g_c), s 5.7 6.6 6.6 0.4 8.7 8.7 0.2 0.0 0.1 11.6 0.0 0.0 Prop In Lane 1.00 0.00 1.00 0.06 0.44 1.00 0.04 0.94
Lane Grp Cap(c), veh/h 190 774 814 25 599 624 469 0 448 513 0 0 V/C Ratio(X) 0.81 0.37 0.37 0.47 0.52 0.52 0.02 0.00 0.01 0.64 0.00 0.00 Avail Cap(c_a), veh/h 279 774 814 141 599 624 469 0 448 513 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 25.8 10.5 10.5 29.3 15.3 15.3 14.8 0.0 14.7 18.8 0.0 0.0 Incr Delay (d2), s/veh 10.7 1.4 1.3 12.9 3.2 3.1 0.1 0.0 0.0 5.9 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.4 2.0 2.1 0.2 3.1 3.2 0.1 0.0 0.0 4.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 36.5 11.9 11.8 42.2 18.4 18.3 14.9 0.0 14.8 24.7 0.0 0.0 LnGrp LOS D B B D BBBABCAA
Approach Vol, veh/h 741 644 12 326
Approach Delay, s/veh 17.0 18.8 14.8 24.7
Approach LOS B B B C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 5.4 32.1 22.5 11.7 25.8 22.5
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 5.0 23.5 18.0 10.5 18.0 18.0 Max Q Clear Time (g_c+I1), s 2.4 8.6 13.6 7.7 10.7 2.2
Green Ext Time (p_c), s 0.0 2.6 0.7 0.1 1.9 0.0
Intersection Summary
HCM 6th Ctrl Delay 19.1
HCM 6th LOS B

6.1-6
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Lanes, Volumes, Timings Cumulative (2025) PM Peak Hour
2: Monte Vista & Twentynine Palms Hwy. (SR-62)
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 1 661 4 15 826 1 3 1 12 1 2 1
Future Volume (vph) 1 661 4 15 826 1 3 1 12 1 2 1
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Storage Length (ft) 50 0 50 0 0 0 0 50
Storage Lanes 1 0 1 0 0 0 0 0
Taper Length (ft) 90 90 90 90
Link Speed (mph) 55 55 30 30
Link Distance (ft) 402 655 418 421
Travel Time (s) 5.0 8.1 9.5 9.6
Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Shared Lane Traffic (%)
Sign Control Free Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

6.1-7
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HCM 6th TWSC Cumulative (2025) PM Peak Hour
2: Monte Vista & Twentynine Palms Hwy. (SR-62)
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 0.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 1 661 4 15 826 1 3 1 12 1 2 1
Future Vol, veh/h 1 661 4 15 826 1 3 1 12 1 2 1
Conflicting Peds, #/hr 5 05505505505
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 50 - - 50 --------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91
Heavy Vehicles, % 2 22222222222
Mvmt Flow 1 726 4 16 908 1 3 1 13 1 2 1
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 914 0 0 735 0 0 1227 1681 375 1317 1683 465 Stage 1 - - - - - - 735 735 - 946 946 -
Stage 2 - - - - - - 492 946 - 371 737 -
Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 6.7 5.5 6.5 Critical Hdwy Stg 1 - ----- 6.54 5.54 - 5.5 5 -
Critical Hdwy Stg 2 - ----- 6.54 5.54 - 5.5 5 -
Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 742 - - 866 - - 134 94 623 157 152 576 Stage 1 - - - - - - 377 424 - 369 390 -
Stage 2 - - - - - - 527 338 - 692 472 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 738 - - 862 - - 129 91 617 149 147 571 Mov Cap-2 Maneuver - - - - - - 129 91 - 149 147 -
Stage 1 - - - - - - 375 421 - 367 381 -
Stage 2 - - - - - - 511 330 - 671 469 -
Approach EB WB NB SB
HCM Control Delay, s 0 0.2 17.8 25.4

HCM LOS C D
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 298 738 - - 862 - - 181
HCM Lane V/C Ratio 0.059 0.001 - - 0.019 - - 0.024
HCM Control Delay (s) 17.8 9.9 - - 9.3 - - 25.4
HCM Lane LOS C A - - A - - D
HCM 95th %tile Q(veh) 0.2 0 - - 0.1 - - 0.1

6.1-8

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Yonder 29 Palms Traffic Analysis
15631-03 TA Report.docx
APPENDIX 6.2: CUMULATIVE (2025) WITH PROJECT CONDITIONS

INTERSECTION OPERATIONS ANALYSIS WORKSHEETS

URBAN CROSSROADS

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URBAN CROSSROADS

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Lanes, Volumes, Timings Cumulative (2025) Plus Project AM Peak Hour 1: Lear Av. & Twentynine Palms Hwy. (SR-62)
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 182 462 27 7 425 8 13 2 5 11 4 147 Future Volume (vph) 182 462 27 7 425 8 13 2 5 11 4 147
Ideal Flow (vphpl) 1700 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Storage Length (ft) 300 0 310 0 0 50 0 0
Storage Lanes 1 0 1 0 0 1 0 0
Taper Length (ft) 120 120 90 90
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph) 55 55 35 55
Link Distance (ft) 655 2881 300 432
Travel Time (s) 8.1 35.7 5.8 5.4
Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%)
Turn Type Prot NA Prot NA Perm NA Perm Perm NA
Protected Phases 5 2 1 6 8 4
Permitted Phases 8 8 4
Detector Phase 5 2 1 6 88844
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 15.0 28.0 9.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (%) 25.0% 46.7% 15.8% 37.5% 37.5% 37.5% 37.5% 37.5% 37.5% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None C-Max None C-Max Max Max Max Max Max
Intersection Summary
Area Type: Other
Cycle Length: 60
Actuated Cycle Length: 60
Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow, Master Intersection Natural Cycle: 60
Control Type: Actuated-Coordinated
Splits and Phases: 1: Lear Av. & Twentynine Palms Hwy. (SR-62)

6.2-1
+- t
~-----~ t~

9.Ss
ISs

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HCM 6th Signalized Intersection Summary Cumulative (2025) Plus Project AM Peak Hour 1: Lear Av. & Twentynine Palms Hwy. (SR-62)
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 182 462 27 7 425 8 13 2 5 11 4 147 Future Volume (veh/h) 182 462 27 7 425 8 13 2 5 11 4 147 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 198 502 29 8 462 9 14 2 5 12 4 160 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222
Cap, veh/h 238 1503 87 18 1100 21 441 55 448 76 30 411
Arrive On Green 0.15 0.46 0.46 0.01 0.33 0.33 0.30 0.30 0.30 0.30 0.30 0.30 Sat Flow, veh/h 1594 3234 186 1688 3377 66 1095 185 1494 39 98 1370 Grp Volume(v), veh/h 198 261 270 8 230 241 16 0 5 176 0 0 Grp Sat Flow(s),veh/h/ln 1594 1683 1737 1688 1683 1759 1280 0 1494 1507 0 0 Q Serve(g_s), s 7.2 5.9 5.9 0.3 6.4 6.4 0.0 0.0 0.1 0.0 0.0 0.0 Cycle Q Clear(g_c), s 7.2 5.9 5.9 0.3 6.4 6.4 0.4 0.0 0.1 5.5 0.0 0.0 Prop In Lane 1.00 0.11 1.00 0.04 0.87 1.00 0.07 0.91
Lane Grp Cap(c), veh/h 238 782 807 18 548 573 496 0 448 516 0 0 V/C Ratio(X) 0.83 0.33 0.33 0.46 0.42 0.42 0.03 0.00 0.01 0.34 0.00 0.00 Avail Cap(c_a), veh/h 279 782 807 141 548 573 496 0 448 516 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 24.8 10.2 10.2 29.5 15.8 15.8 14.8 0.0 14.7 16.6 0.0 0.0 Incr Delay (d2), s/veh 16.7 1.1 1.1 17.3 2.4 2.3 0.1 0.0 0.0 1.8 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.4 1.8 1.8 0.2 2.3 2.4 0.2 0.0 0.0 1.8 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 41.5 11.3 11.3 46.8 18.2 18.1 15.0 0.0 14.8 18.4 0.0 0.0 LnGrp LOS D B B D BBBABBAA
Approach Vol, veh/h 729 479 21 176
Approach Delay, s/veh 19.5 18.6 14.9 18.4
Approach LOS BBBB
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 5.1 32.4 22.5 13.5 24.0 22.5
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 5.0 23.5 18.0 10.5 18.0 18.0 Max Q Clear Time (g_c+I1), s 2.3 7.9 7.5 9.2 8.4 2.4
Green Ext Time (p_c), s 0.0 2.3 0.6 0.1 1.6 0.0
Intersection Summary
HCM 6th Ctrl Delay 19.0
HCM 6th LOS B

6.2-2
t

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Lanes, Volumes, Timings Cumulative (2025) Plus Project AM Peak Hour 2: Monte Vista & Twentynine Palms Hwy. (SR-62)
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 1 663 1 5 579 1217111
Future Volume (vph) 1 663 1 5 579 1217111
Ideal Flow (vphpl) 1700 1800 1800 1700 1800 1800 1800 1800 1800 1800 1800 1800 Storage Length (ft) 50 0 50 0 0 0 0 50
Storage Lanes 1 0 1 0 0 0 0 0
Taper Length (ft) 90 90 90 90
Link Speed (mph) 55 55 30 30
Link Distance (ft) 402 655 418 421
Travel Time (s) 5.0 8.1 9.5 9.6
Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Shared Lane Traffic (%)
Sign Control Free Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

6.2-3
~-----"i tf+ "i tf+ --- 4+ --- 4+

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HCM 6th TWSC Cumulative (2025) Plus Project AM Peak Hour 2: Monte Vista & Twentynine Palms Hwy. (SR-62)
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 0.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 1 663 1 5 579 1217111
Future Vol, veh/h 1 663 1 5 579 1217111
Conflicting Peds, #/hr 5 05505505505
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 50 - - 50 --------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93
Heavy Vehicles, % 2 22222222222
Mvmt Flow 1 713 1 5 623 1218111
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 629 0 0 719 0 0 1048 1360 367 1003 1360 322 Stage 1 - - - - - - 721 721 - 639 639 -
Stage 2 - - - - - - 327 639 - 364 721 -
Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - ----- 6.54 5.54 - 6.54 5.54 -
Critical Hdwy Stg 2 - ----- 6.54 5.54 - 6.54 5.54 -
Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 949 - - 878 - - 182 147 630 196 147 674 Stage 1 - - - - - - 385 430 - 431 469 -
Stage 2 - - - - - - 660 469 - 627 430 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 944 - - 874 - - 178 145 624 190 145 668 Mov Cap-2 Maneuver - - - - - - 178 145 - 190 145 -
Stage 1 - - - - - - 383 427 - 428 464 -
Stage 2 - - - - - - 651 464 - 614 427 -
Approach EB WB NB SB
HCM Control Delay, s 0 0.1 15.9 21.6

HCM LOS C C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 341 944 - - 874 - - 220
HCM Lane V/C Ratio 0.032 0.001 - - 0.006 - - 0.015
HCM Control Delay (s) 15.9 8.8 - - 9.1 - - 21.6
HCM Lane LOS C A - - A - - C
HCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0

6.2-4

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Lanes, Volumes, Timings Cumulative (2025) Plus Project AM Peak Hour 3: Lear Av. & Cactus Dr.

Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

6.2-5

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HCM 6th TWSC Cumulative (2025) Plus Project AM Peak Hour 3: Lear Av. & Cactus Dr.

Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

6.2-6

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Lanes, Volumes, Timings Cumulative (2025) Plus Project AM Peak Hour 4: Sullivan Rd. & Lear Av.

Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

6.2-7

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HCM 6th TWSC Cumulative (2025) Plus Project AM Peak Hour 4: Sullivan Rd. & Lear Av.

Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

6.2-8

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Lanes, Volumes, Timings Cumulative (2025) Plus Project AM Peak Hour 5: Lear Av. & N. Project Access
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

6.2-9
~---- V

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HCM 6th TWSC Cumulative (2025) Plus Project AM Peak Hour 5: Lear Av. & N. Project Access
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

6.2-10

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Lanes, Volumes, Timings Cumulative (2025) Plus Project PM Peak Hour 1: Lear Av. & Twentynine Palms Hwy. (SR-62)
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 140 533 23 16 558 17 26 7 8 12 7 280 Future Volume (vph) 140 533 23 16 558 17 26 7 8 12 7 280 Ideal Flow (vphpl) 1700 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Storage Length (ft) 300 0 310 0 0 50 0 0
Storage Lanes 1 0 1 0 0 1 0 0
Taper Length (ft) 120 120 90 90
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph) 55 55 35 55
Link Distance (ft) 655 2881 300 432
Travel Time (s) 8.1 35.7 5.8 5.4
Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Shared Lane Traffic (%)
Turn Type Prot NA Prot NA Perm NA Perm Perm NA
Protected Phases 5 2 1 6 8 4
Permitted Phases 8 8 4
Detector Phase 5 2 1 6 88844
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 15.0 28.0 9.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (%) 25.0% 46.7% 15.8% 37.5% 37.5% 37.5% 37.5% 37.5% 37.5% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None C-Max None C-Max Max Max Max Max Max
Intersection Summary
Area Type: Other
Cycle Length: 60
Actuated Cycle Length: 60
Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow, Master Intersection Natural Cycle: 60
Control Type: Actuated-Coordinated
Splits and Phases: 1: Lear Av. & Twentynine Palms Hwy. (SR-62)

6.2-11
+- t
~-----~ t~

9.Ss
ISs

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HCM 6th Signalized Intersection Summary Cumulative (2025) Plus Project PM Peak Hour 1: Lear Av. & Twentynine Palms Hwy. (SR-62)
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 140 533 23 16 558 17 26 7 8 12 7 280 Future Volume (veh/h) 140 533 23 16 558 17 26 7 8 12 7 280 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1673 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 154 586 25 18 613 19 29 8 9 13 8 308 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 222222222222
Cap, veh/h 190 1491 64 36 1186 37 304 71 448 69 22 422
Arrive On Green 0.12 0.45 0.45 0.02 0.36 0.36 0.30 0.30 0.30 0.30 0.30 0.30 Sat Flow, veh/h 1594 3289 140 1688 3333 103 655 235 1494 23 73 1408 Grp Volume(v), veh/h 154 300 311 18 309 323 37 0 9 329 0 0 Grp Sat Flow(s),veh/h/ln 1594 1683 1746 1688 1683 1752 890 0 1494 1504 0 0 Q Serve(g_s), s 5.7 7.1 7.1 0.6 8.7 8.7 0.0 0.0 0.3 0.8 0.0 0.0 Cycle Q Clear(g_c), s 5.7 7.1 7.1 0.6 8.7 8.7 1.5 0.0 0.3 11.7 0.0 0.0 Prop In Lane 1.00 0.08 1.00 0.06 0.78 1.00 0.04 0.94
Lane Grp Cap(c), veh/h 190 763 792 36 599 624 374 0 448 514 0 0 V/C Ratio(X) 0.81 0.39 0.39 0.49 0.52 0.52 0.10 0.00 0.02 0.64 0.00 0.00 Avail Cap(c_a), veh/h 279 763 792 141 599 624 374 0 448 514 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 25.8 10.9 10.9 29.0 15.3 15.3 15.1 0.0 14.8 18.8 0.0 0.0 Incr Delay (d2), s/veh 10.7 1.5 1.5 10.0 3.2 3.1 0.5 0.0 0.1 6.0 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.4 2.2 2.3 0.3 3.1 3.2 0.4 0.0 0.1 4.1 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 36.5 12.4 12.4 39.0 18.4 18.3 15.6 0.0 14.9 24.8 0.0 0.0 LnGrp LOS D B B D BBBABCAA
Approach Vol, veh/h 765 650 46 329
Approach Delay, s/veh 17.2 18.9 15.5 24.8
Approach LOS B B B C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 5.8 31.7 22.5 11.7 25.8 22.5
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 5.0 23.5 18.0 10.5 18.0 18.0 Max Q Clear Time (g_c+I1), s 2.6 9.1 13.7 7.7 10.7 3.5
Green Ext Time (p_c), s 0.0 2.7 0.7 0.1 1.9 0.1
Intersection Summary
HCM 6th Ctrl Delay 19.2
HCM 6th LOS B

6.2-12
t

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Lanes, Volumes, Timings Cumulative (2025) Plus Project PM Peak Hour 2: Monte Vista & Twentynine Palms Hwy. (SR-62)
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 1 683 4 15 848 1 3 1 12 1 2 1
Future Volume (vph) 1 683 4 15 848 1 3 1 12 1 2 1
Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Storage Length (ft) 50 0 50 0 0 0 0 50
Storage Lanes 1 0 1 0 0 0 0 0
Taper Length (ft) 90 90 90 90
Link Speed (mph) 55 55 30 30
Link Distance (ft) 402 655 418 421
Travel Time (s) 5.0 8.1 9.5 9.6
Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Shared Lane Traffic (%)
Sign Control Free Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

6.2-13
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HCM 6th TWSC Cumulative (2025) Plus Project PM Peak Hour 2: Monte Vista & Twentynine Palms Hwy. (SR-62)
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 0.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 1 683 4 15 848 1 3 1 12 1 2 1
Future Vol, veh/h 1 683 4 15 848 1 3 1 12 1 2 1
Conflicting Peds, #/hr 5 05505505505
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 50 - - 50 --------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91
Heavy Vehicles, % 2 22222222222
Mvmt Flow 1 751 4 16 932 1 3 1 13 1 2 1
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 938 0 0 760 0 0 1264 1730 388 1353 1732 477 Stage 1 - - - - - - 760 760 - 970 970 -
Stage 2 - - - - - - 504 970 - 383 762 -
Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 6.7 5.5 6.5 Critical Hdwy Stg 1 - ----- 6.54 5.54 - 6 5 -
Critical Hdwy Stg 2 - ----- 6.54 5.54 - 6 5 -
Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 726 - - 848 - - 126 87 611 149 144 566 Stage 1 - - - - - - 364 413 - 314 381 -
Stage 2 - - - - - - 518 330 - 648 462 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 723 - - 844 - - 121 84 605 141 140 561 Mov Cap-2 Maneuver - - - - - - 121 84 - 141 140 -
Stage 1 - - - - - - 362 411 - 312 372 -
Stage 2 - - - - - - 502 322 - 628 459 -
Approach EB WB NB SB
HCM Control Delay, s 0 0.2 18.6 26.4

HCM LOS C D
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 283 723 - - 844 - - 173
HCM Lane V/C Ratio 0.062 0.002 - - 0.02 - - 0.025
HCM Control Delay (s) 18.6 10 - - 9.3 - - 26.4
HCM Lane LOS C A - - A - - D
HCM 95th %tile Q(veh) 0.2 0 - - 0.1 - - 0.1

6.2-14

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Lanes, Volumes, Timings Cumulative (2025) Plus Project PM Peak Hour 3: Lear Av. & Cactus Dr.

Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

6.2-15

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HCM 6th TWSC Cumulative (2025) Plus Project PM Peak Hour 3: Lear Av. & Cactus Dr.

Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

6.2-16

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Lanes, Volumes, Timings Cumulative (2025) Plus Project PM Peak Hour 4: Sullivan Rd. & Lear Av.

Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

6.2-17

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HCM 6th TWSC Cumulative (2025) Plus Project PM Peak Hour 4: Sullivan Rd. & Lear Av.

Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

6.2-18

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Lanes, Volumes, Timings Cumulative (2025) Plus Project PM Peak Hour 5: Lear Av. & N. Project Access
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

6.2-19
~---- V

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HCM 6th TWSC Cumulative (2025) Plus Project PM Peak Hour 5: Lear Av. & N. Project Access
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

6.2-20

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Yonder 29 Palms Traffic Analysis
15631-05 TA Report.docx
APPENDIX 7.1: GENERAL PLAN (2045) WITH PROJECT INTERSECTION

OPERATIONS ANALYSIS WORKSHEETS

URBAN CROSSROADS

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URBAN CROSSROADS

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Lanes, Volumes, Timings GPBO (2045) Without Project AM Peak Hour 1: Lear Av. & Twentynine Palms Hwy. (SR-62)
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\02 - GPBO.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 437 1075 8 3 977 104 23 2 7 94 3 162 Future Volume (vph) 437 1075 8 3 977 104 23 2 7 94 3 162 Ideal Flow (vphpl) 1800 1900 1900 1800 1900 1900 1900 1900 1900 1800 1900 1900 Storage Length (ft) 300 0 310 0 0 50 150 150
Storage Lanes 1 0 1 0 0 1 0 0
Taper Length (ft) 120 120 90 90
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph) 55 55 35 55
Link Distance (ft) 655 2881 300 432
Travel Time (s) 8.1 35.7 5.8 5.4
Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Shared Lane Traffic (%)
Turn Type Prot NA Prot NA Perm NA Perm Perm NA
Protected Phases 5 2 1 6 8 4
Permitted Phases 8 8 4
Detector Phase 5 2 1 6 88844
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 43.0 83.2 9.6 49.8 27.2 27.2 27.2 27.2 27.2 Total Split (%) 35.8% 69.3% 8.0% 41.5% 22.7% 22.7% 22.7% 22.7% 22.7% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None C-Max None C-Max Max Max Max Max Max
Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow, Master Intersection Natural Cycle: 90
Control Type: Actuated-Coordinated
Splits and Phases: 1: Lear Av. & Twentynine Palms Hwy. (SR-62)

7.1-1
+- t
~-----~ t~
f01 ---+s2 (Rl • : 04

9.6sl 1 n2s I I27.2s I I
.,)- 05 +-
rzl6 (Rl ~,08 • 43s I 1-19,Ss I I27.2s I I

Page 1382 of 1452 ends

HCM 6th Signalized Intersection Summary GPBO (2045) Without Project AM Peak Hour 1: Lear Av. & Twentynine Palms Hwy. (SR-62)
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\02 - GPBO.syn Urban Crossroads, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 437 1075 8 3 977 104 23 2 7 94 3 162 Future Volume (veh/h) 437 1075 8 3 977 104 23 2 7 94 3 162 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 0.99 0.99 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1772 1870 1870 1772 1870 1870 1870 1870 1870 1772 1870 1870 Adj Flow Rate, veh/h 437 1075 8 3 977 104 23 2 7 94 3 162 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 222222222222
Cap, veh/h 466 2510 19 7 1368 146 195 15 297 131 13 171 Arrive On Green 0.28 0.69 0.69 0.00 0.42 0.42 0.19 0.19 0.19 0.19 0.19 0.19 Sat Flow, veh/h 1688 3615 27 1688 3238 345 726 77 1572 474 67 904 Grp Volume(v), veh/h 437 528 555 3 536 545 25 0 7 259 0 0 Grp Sat Flow(s),veh/h/ln 1688 1777 1865 1688 1777 1806 803 0 1572 1445 0 0 Q Serve(g_s), s 30.4 15.5 15.5 0.2 29.9 30.0 0.0 0.0 0.4 18.3 0.0 0.0 Cycle Q Clear(g_c), s 30.4 15.5 15.5 0.2 29.9 30.0 3.0 0.0 0.4 21.3 0.0 0.0 Prop In Lane 1.00 0.01 1.00 0.19 0.92 1.00 0.36 0.63
Lane Grp Cap(c), veh/h 466 1234 1295 7 751 763 210 0 297 314 0 0 V/C Ratio(X) 0.94 0.43 0.43 0.45 0.71 0.71 0.12 0.00 0.02 0.82 0.00 0.00 Avail Cap(c_a), veh/h 541 1234 1295 72 751 763 210 0 297 314 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 42.5 8.0 8.0 59.6 28.7 28.7 40.6 0.0 39.6 48.4 0.0 0.0 Incr Delay (d2), s/veh 22.7 1.1 1.0 40.6 5.7 5.7 1.2 0.0 0.1 21.2 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 14.8 5.0 5.2 0.2 12.9 13.1 0.7 0.0 0.2 9.1 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 65.1 9.1 9.0 100.2 34.4 34.3 41.7 0.0 39.8 69.6 0.0 0.0 LnGrp LOS E A A F C C D A D E A A
Approach Vol, veh/h 1520 1084 32 259
Approach Delay, s/veh 25.2 34.5 41.3 69.6
Approach LOS C C D E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 5.0 87.8 27.2 37.6 55.2 27.2
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 5.1 78.7 22.7 38.5 45.3 22.7 Max Q Clear Time (g_c+I1), s 2.2 17.5 23.3 32.4 32.0 5.0 Green Ext Time (p_c), s 0.0 7.2 0.0 0.7 5.1 0.1
Intersection Summary
HCM 6th Ctrl Delay 32.8
HCM 6th LOS C

7.1-2
t

Page 1383 of 1452 ends

Lanes, Volumes, Timings GPBO (2045) Without Project AM Peak Hour 1: Lear Av. & Twentynine Palms Hwy. (SR-62) WITH IMPROVEMENTS Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\03 - GPBO Improvements.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 437 1075 8 3 977 104 23 2 7 94 3 162 Future Volume (vph) 437 1075 8 3 977 104 23 2 7 94 3 162 Ideal Flow (vphpl) 1800 1900 1900 1800 1900 1900 1900 1900 1900 1800 1900 1900 Storage Length (ft) 300 0 310 0 0 50 150 150
Storage Lanes 1 0 1 0 0 1 1 1
Taper Length (ft) 120 120 90 90
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph) 55 55 35 55
Link Distance (ft) 655 2881 300 432
Travel Time (s) 8.1 35.7 5.8 5.4
Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Shared Lane Traffic (%)
Turn Type Prot NA Prot NA Perm NA Perm Perm NA Perm
Protected Phases 5 2 1 6 8 4
Permitted Phases 8 8 4 4
Detector Phase 5 2 1 6 888444
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 47.0 87.8 9.6 50.4 22.6 22.6 22.6 22.6 22.6 22.6 Total Split (%) 39.2% 73.2% 8.0% 42.0% 18.8% 18.8% 18.8% 18.8% 18.8% 18.8% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None C-Max None C-Max Max Max Max Max Max Max Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow, Master Intersection Natural Cycle: 90
Control Type: Actuated-Coordinated
Splits and Phases: 1: Lear Av. & Twentynine Palms Hwy. (SR-62)

7.1-3
+- t
~-----~ t~ ---~ t~ t
f01 ---+s2 (R} • 4'1--04

9.6sl I 117,Ss I I 22.6s I I
.,)- 05 +-
06 (R} ~~8 • 47s I I 50.4s I I 22.6s I I

Page 1384 of 1452 ends

HCM 6th Signalized Intersection Summary GPBO (2045) Without Project AM Peak Hour 1: Lear Av. & Twentynine Palms Hwy. (SR-62) WITH IMPROVEMENTS Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\03 - GPBO Improvements.syn Urban Crossroads, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 437 1075 8 3 977 104 23 2 7 94 3 162 Future Volume (veh/h) 437 1075 8 3 977 104 23 2 7 94 3 162 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 0.99 0.99 0.99 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1772 1870 1870 1772 1870 1870 1870 1870 1870 1772 1870 1870 Adj Flow Rate, veh/h 437 1075 8 3 977 104 23 2 7 94 3 162 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 222222222222
Cap, veh/h 468 2649 20 7 1487 158 229 18 237 237 282 237 Arrive On Green 0.28 0.73 0.73 0.00 0.46 0.46 0.15 0.15 0.15 0.15 0.15 0.15 Sat Flow, veh/h 1688 3615 27 1688 3238 345 1136 117 1569 1320 1870 1569 Grp Volume(v), veh/h 437 528 555 3 536 545 25 0 7 94 3 162 Grp Sat Flow(s),veh/h/ln 1688 1777 1865 1688 1777 1806 1252 0 1569 1320 1870 1569 Q Serve(g_s), s 30.3 13.6 13.6 0.2 28.0 28.0 1.8 0.0 0.5 8.0 0.2 11.7 Cycle Q Clear(g_c), s 30.3 13.6 13.6 0.2 28.0 28.0 2.0 0.0 0.5 10.0 0.2 11.7 Prop In Lane 1.00 0.01 1.00 0.19 0.92 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 468 1302 1367 7 816 830 246 0 237 237 282 237 V/C Ratio(X) 0.93 0.41 0.41 0.45 0.66 0.66 0.10 0.00 0.03 0.40 0.01 0.68 Avail Cap(c_a), veh/h 598 1302 1367 72 816 830 246 0 237 237 282 237 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 42.3 6.1 6.1 59.6 25.1 25.1 44.1 0.0 43.5 48.4 43.3 48.2 Incr Delay (d2), s/veh 19.1 0.9 0.9 40.6 4.1 4.0 0.8 0.0 0.2 4.9 0.1 14.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 14.3 4.0 4.2 0.2 11.7 11.9 0.7 0.0 0.2 2.8 0.1 5.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 61.4 7.0 7.0 100.2 29.2 29.2 44.9 0.0 43.7 53.3 43.4 63.2 LnGrp LOS E A A F C C D A D D D E
Approach Vol, veh/h 1520 1084 32 259
Approach Delay, s/veh 22.7 29.4 44.6 59.4
Approach LOS C C D E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 5.0 92.4 22.6 37.8 59.6 22.6
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 5.1 83.3 18.1 42.5 45.9 18.1 Max Q Clear Time (g_c+I1), s 2.2 15.6 13.7 32.3 30.0 4.0 Green Ext Time (p_c), s 0.0 7.2 0.3 1.0 5.5 0.1
Intersection Summary
HCM 6th Ctrl Delay 28.7
HCM 6th LOS C

7.1-4
~-----"i tf+ "i tf+ --- 4' .,, "i t

Page 1385 of 1452 ends

Lanes, Volumes, Timings GPBO (2045) Without Project AM Peak Hour 2: Monte Vista & Twentynine Palms Hwy. (SR-62)
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\02 - GPBO.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 1 1511 1 6 1155 1218111
Future Volume (vph) 1 1511 1 6 1155 1218111
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 50 0 50 0 0 0 0 50
Storage Lanes 1 0 1 0 0 0 0 0
Taper Length (ft) 90 90 90 90
Link Speed (mph) 55 55 30 30
Link Distance (ft) 402 655 418 421
Travel Time (s) 5.0 8.1 9.5 9.6
Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Shared Lane Traffic (%)
Sign Control Free Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

7.1-5
~-----"i tf+ "i tf+ --- 4+ --- 4+

Page 1386 of 1452 ends

HCM 6th TWSC GPBO (2045) Without Project AM Peak Hour
2: Monte Vista & Twentynine Palms Hwy. (SR-62)
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\02 - GPBO.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 0.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 1 1511 1 6 1155 1218111
Future Vol, veh/h 1 1511 1 6 1155 1218111
Conflicting Peds, #/hr 5 05505505505
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 50 - - 50 --------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles, % 2 22222222222
Mvmt Flow 1 1511 1 6 1155 1218111
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 1161 0 0 1517 0 0 2114 2692 766 1936 2692 588 Stage 1 - ----- 1519 1519 - 1173 1173 -
Stage 2 - - - - - - 595 1173 - 763 1519 -
Critical Hdwy 4.14 - - 4.14 - - 6 4.6 4.9 6 4.6 4.9
Critical Hdwy Stg 1 - - - - - - 4.6 3.5 - 4.6 3.5 -
Critical Hdwy Stg 2 - - - - - - 4.6 3.5 - 4.6 3.5 -
Follow-up Hdwy 2.22 - - 2.22 - - 3 3.5 2.7 3 3.5 2.7
Pot Cap-1 Maneuver 597 - - 436 - - 75 93 618 96 93 741
Stage 1 - - - - - - 304 450 - 420 551 -
Stage 2 - - - - - - 712 551 - 612 450 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 594 - - 434 - - 73 91 612 92 91 734
Mov Cap-2 Maneuver - - - - - - 73 91 - 92 91 -
Stage 1 - - - - - - 302 447 - 417 541 -
Stage 2 - - - - - - 697 541 - 599 447 -
Approach EB WB NB SB
HCM Control Delay, s 0 0.1 22.7 33.6

HCM LOS C D
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 214 594 - - 434 - - 129
HCM Lane V/C Ratio 0.051 0.002 - - 0.014 - - 0.023
HCM Control Delay (s) 22.7 11.1 - - 13.4 - - 33.6
HCM Lane LOS C B - - B - - D
HCM 95th %tile Q(veh) 0.2 0 - - 0 - - 0.1

7.1-6

Page 1387 of 1452 ends

Lanes, Volumes, Timings GPBO (2045) Without Project AM Peak Hour 3: Lear Av. & Cactus Dr.

Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\02 - GPBO.syn Urban Crossroads, Inc.

Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 2 1 1 16 6 2
Future Volume (vph) 2 1 1 16 6 2
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Link Speed (mph) 30 55 35
Link Distance (ft) 415 2063 288
Travel Time (s) 9.4 25.6 5.6
Confl. Peds. (#/hr) 5 5 5 5
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized

7.1-7

Page 1388 of 1452 ends

HCM 6th TWSC GPBO (2045) Without Project AM Peak Hour
3: Lear Av. & Cactus Dr.

Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\02 - GPBO.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 1.2
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 2 1 1 16 6 2
Future Vol, veh/h 2 1 1 16 6 2
Conflicting Peds, #/hr 5 55005
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 2 1 1 17 7 2
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 37 18 14 0 - 0
Stage 1 13 -----
Stage 2 24 -----
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 -----
Critical Hdwy Stg 2 5.42 -----
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 975 1061 1604 - - -
Stage 1 1010 -----
Stage 2 999 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 964 1051 1596 - - -
Mov Cap-2 Maneuver 964 -----
Stage 1 1004 -----
Stage 2 994 -----
Approach EB NB SB
HCM Control Delay, s 8.6 0.4 0

HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1596 - 991 - -
HCM Lane V/C Ratio 0.001 - 0.003 - -
HCM Control Delay (s) 7.3 0 8.6 - -
HCM Lane LOS A A A - -
HCM 95th %tile Q(veh) 0 - 0 - -

7.1-8

Page 1389 of 1452 ends

Lanes, Volumes, Timings GPBO (2045) Without Project AM Peak Hour 4: Sullivan Rd. & Lear Av.

Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\02 - GPBO.syn Urban Crossroads, Inc.

Lane Group EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 2 1 1 15 5 2
Future Volume (vph) 2 1 1 15 5 2
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Link Speed (mph) 30 30 55
Link Distance (ft) 460 644 2063
Travel Time (s) 10.5 14.6 25.6
Confl. Peds. (#/hr) 5 5 5 5
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

7.1-9

Page 1390 of 1452 ends

HCM 6th TWSC GPBO (2045) Without Project AM Peak Hour
4: Sullivan Rd. & Lear Av.

Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\02 - GPBO.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 2.9
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 2 1 1 15 5 2
Future Vol, veh/h 2 1 1 15 5 2
Conflicting Peds, #/hr 5 00555
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 2 1 1 16 5 2
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 22 0 - 0 24 19
Stage 1 - - - - 14 -
Stage 2 - - - - 10 -
Critical Hdwy 4.12 - - - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy 2.218 - - - 3.518 3.318
Pot Cap-1 Maneuver 1593 - - - 992 1059
Stage 1 - - - - 1009 -
Stage 2 - - - - 1013 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1585 - - - 981 1049
Mov Cap-2 Maneuver - - - - 981 -
Stage 1 - - - - 1003 -
Stage 2 - - - - 1008 -
Approach EB WB SB
HCM Control Delay, s 4.8 0 8.6

HCM LOS A
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1585 - - - 1000
HCM Lane V/C Ratio 0.001 - - - 0.008
HCM Control Delay (s) 7.3 0 - - 8.6
HCM Lane LOS A A - - A
HCM 95th %tile Q(veh) 0 - - - 0

7.1-10

Page 1391 of 1452 ends

Lanes, Volumes, Timings GPBO (2045) Without Project AM Peak Hour 5: Lear Av. & N. Project Access
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\02 - GPBO.syn Urban Crossroads, Inc.

Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 1 11 17 1 4 7
Future Volume (vph) 1 11 17 1 4 7
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Link Speed (mph) 30 35 35
Link Distance (ft) 327 288 300
Travel Time (s) 7.4 5.6 5.8
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized

7.1-11
~---- V

Page 1392 of 1452 ends

HCM 6th TWSC GPBO (2045) Without Project AM Peak Hour
5: Lear Av. & N. Project Access
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\02 - GPBO.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 3.2
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 1 11 17 1 4 7
Future Vol, veh/h 1 11 17 1 4 7
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 1 12 18 1 4 8
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 35 19 0 0 19 0
Stage 1 19 -----
Stage 2 16 -----
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 1 5.42 -----
Critical Hdwy Stg 2 5.42 -----
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 978 1059 - - 1597 -
Stage 1 1004 -----
Stage 2 1007 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 975 1059 - - 1597 -
Mov Cap-2 Maneuver 975 -----
Stage 1 1004 -----
Stage 2 1004 -----
Approach WB NB SB
HCM Control Delay, s 8.5 0 2.6

HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 1051 1597 -
HCM Lane V/C Ratio - - 0.012 0.003 -
HCM Control Delay (s) - - 8.5 7.3 0
HCM Lane LOS - - A A A
HCM 95th %tile Q(veh) - - 0 0 -

7.1-12

Page 1393 of 1452 ends

Lanes, Volumes, Timings GPBO (2045) Without Project PM Peak Hour 1: Lear Av. & Twentynine Palms Hwy. (SR-62)
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\02 - GPBO.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 280 1143 26 18 1286 141 19 7 7 127 8 583 Future Volume (vph) 280 1143 26 18 1286 141 19 7 7 127 8 583 Ideal Flow (vphpl) 1800 1900 1900 1800 1900 1900 1900 1900 1900 1800 1900 1900 Storage Length (ft) 300 0 310 0 0 50 150 150
Storage Lanes 1 0 1 0 0 1 0 0
Taper Length (ft) 120 120 90 90
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph) 55 55 35 55
Link Distance (ft) 655 2881 300 432
Travel Time (s) 8.1 35.7 5.8 5.4
Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Shared Lane Traffic (%)
Turn Type Prot NA Prot NA Perm NA Perm Perm NA
Protected Phases 5 2 1 6 8 4
Permitted Phases 8 8 4
Detector Phase 5 2 1 6 88844
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 23.0 64.6 10.4 52.0 45.0 45.0 45.0 45.0 45.0 Total Split (%) 19.2% 53.8% 8.7% 43.3% 37.5% 37.5% 37.5% 37.5% 37.5% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None C-Max None C-Max Max Max Max Max Max
Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow, Master Intersection Natural Cycle: 100
Control Type: Actuated-Coordinated
Splits and Phases: 1: Lear Av. & Twentynine Palms Hwy. (SR-62)

7.1-13
+- t
~-----~ t~
f01 ---+t2,2 (R l • -t.-04

10.1sl 151,6s I 115s I I
.,)- 05 +-
06 (Rl ~08 • 23s I I 52s I 115s I I

Page 1394 of 1452 ends

HCM 6th Signalized Intersection Summary GPBO (2045) Without Project PM Peak Hour 1: Lear Av. & Twentynine Palms Hwy. (SR-62)
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\02 - GPBO.syn Urban Crossroads, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 280 1143 26 18 1286 141 19 7 7 127 8 583 Future Volume (veh/h) 280 1143 26 18 1286 141 19 7 7 127 8 583 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1772 1870 1870 1772 1870 1870 1870 1870 1870 1772 1870 1870 Adj Flow Rate, veh/h 280 1143 26 18 1286 141 19 7 7 127 8 583 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 222222222222
Cap, veh/h 260 1887 43 32 1278 140 167 54 533 121 13 425 Arrive On Green 0.15 0.53 0.53 0.02 0.40 0.40 0.34 0.34 0.34 0.34 0.34 0.34 Sat Flow, veh/h 1688 3551 81 1688 3229 352 342 160 1578 254 37 1259 Grp Volume(v), veh/h 280 572 597 18 705 722 26 0 7 718 0 0 Grp Sat Flow(s),veh/h/ln 1688 1777 1855 1688 1777 1804 503 0 1578 1550 0 0 Q Serve(g_s), s 18.5 26.7 26.7 1.3 47.5 47.5 0.0 0.0 0.4 37.7 0.0 0.0 Cycle Q Clear(g_c), s 18.5 26.7 26.7 1.3 47.5 47.5 2.3 0.0 0.4 40.5 0.0 0.0 Prop In Lane 1.00 0.04 1.00 0.20 0.73 1.00 0.18 0.81
Lane Grp Cap(c), veh/h 260 944 986 32 703 714 222 0 533 559 0 0 V/C Ratio(X) 1.08 0.61 0.61 0.57 1.00 1.01 0.12 0.00 0.01 1.29 0.00 0.00 Avail Cap(c_a), veh/h 260 944 986 83 703 714 222 0 533 559 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 50.8 19.4 19.4 58.4 36.2 36.3 26.8 0.0 26.5 41.0 0.0 0.0 Incr Delay (d2), s/veh 77.5 2.9 2.8 14.9 34.6 36.3 1.1 0.0 0.0 141.6 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 13.0 10.6 11.0 0.7 25.5 26.2 0.6 0.0 0.1 37.7 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 128.3 22.3 22.2 73.3 70.9 72.6 27.9 0.0 26.5 182.6 0.0 0.0 LnGrp LOS F C C E F F C A C F A A
Approach Vol, veh/h 1449 1445 33 718
Approach Delay, s/veh 42.8 71.7 27.6 182.6
Approach LOS D E C F
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 6.8 68.2 45.0 23.0 52.0 45.0
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 5.9 60.1 40.5 18.5 47.5 40.5 Max Q Clear Time (g_c+I1), s 3.3 28.7 42.5 20.5 49.5 4.3 Green Ext Time (p_c), s 0.0 7.6 0.0 0.0 0.0 0.2
Intersection Summary
HCM 6th Ctrl Delay 81.7
HCM 6th LOS F

7.1-14
t

Page 1395 of 1452 ends

Lanes, Volumes, Timings GPBO (2045) Without Project PM Peak Hour 1: Lear Av. & Twentynine Palms Hwy. (SR-62) WITH IMPROVEMENTS Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\03 - GPBO Improvements.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 280 1143 26 18 1286 141 19 7 7 127 8 583 Future Volume (vph) 280 1143 26 18 1286 141 19 7 7 127 8 583 Ideal Flow (vphpl) 1800 1900 1900 1800 1900 1900 1900 1900 1900 1800 1900 1900 Storage Length (ft) 300 0 310 0 0 50 150 150
Storage Lanes 1 0 1 0 0 1 1 1
Taper Length (ft) 120 120 90 90
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph) 55 55 35 55
Link Distance (ft) 655 2881 300 432
Travel Time (s) 8.1 35.7 5.8 5.4
Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Shared Lane Traffic (%)
Turn Type Prot NA Prot NA Perm NA Perm Perm NA pm+ov
Protected Phases 5 2 1 6 8 4 5
Permitted Phases 8 8 4 4
Detector Phase 5 2 1 6 888445
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 22.5 9.5 Total Split (s) 38.0 86.9 10.3 59.2 22.8 22.8 22.8 22.8 22.8 38.0 Total Split (%) 31.7% 72.4% 8.6% 49.3% 19.0% 19.0% 19.0% 19.0% 19.0% 31.7% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Recall Mode None C-Max None C-Max Max Max Max Max Max None Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow, Master Intersection Natural Cycle: 90
Control Type: Actuated-Coordinated
Splits and Phases: 1: Lear Av. & Twentynine Palms Hwy. (SR-62)

7.1-15
+- t
~-----~ t~ ---~ t~ t
fs1 ---+t2,2 (R l • i'to-04

10.3sl I 116.9s I I22.Bs I I
f} 05 +-
06 (Rl ~,08 • 38s I 159,2s I I 22.Bs I I

Page 1396 of 1452 ends

HCM 6th Signalized Intersection Summary GPBO (2045) Without Project PM Peak Hour 1: Lear Av. & Twentynine Palms Hwy. (SR-62) WITH IMPROVEMENTS Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\03 - GPBO Improvements.syn Urban Crossroads, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 280 1143 26 18 1286 141 19 7 7 127 8 583 Future Volume (veh/h) 280 1143 26 18 1286 141 19 7 7 127 8 583 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.99 0.99 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1772 1870 1870 1772 1870 1870 1870 1870 1870 1772 1870 1870 Adj Flow Rate, veh/h 280 1143 26 18 1286 141 19 7 7 127 8 583 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 222222222222
Cap, veh/h 310 2544 58 32 1780 194 155 50 239 237 285 531 Arrive On Green 0.18 0.72 0.72 0.02 0.55 0.55 0.15 0.15 0.15 0.15 0.15 0.15 Sat Flow, veh/h 1688 3552 81 1688 3229 353 679 325 1569 1314 1870 1569 Grp Volume(v), veh/h 280 572 597 18 705 722 26 0 7 127 8 583 Grp Sat Flow(s),veh/h/ln 1688 1777 1855 1688 1777 1805 1005 0 1569 1314 1870 1569 Q Serve(g_s), s 19.5 16.2 16.2 1.3 35.4 35.9 1.4 0.0 0.5 11.1 0.4 18.3 Cycle Q Clear(g_c), s 19.5 16.2 16.2 1.3 35.4 35.9 2.1 0.0 0.5 13.2 0.4 18.3 Prop In Lane 1.00 0.04 1.00 0.20 0.73 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 310 1273 1329 32 979 995 205 0 239 237 285 531 V/C Ratio(X) 0.90 0.45 0.45 0.57 0.72 0.73 0.13 0.00 0.03 0.53 0.03 1.10 Avail Cap(c_a), veh/h 471 1273 1329 82 979 995 205 0 239 237 285 531 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 47.9 7.1 7.1 58.4 20.0 20.2 43.8 0.0 43.3 49.7 43.3 39.9 Incr Delay (d2), s/veh 14.6 1.1 1.1 14.9 4.6 4.6 1.3 0.0 0.2 8.4 0.2 68.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 9.1 5.0 5.2 0.7 14.1 14.4 0.7 0.0 0.2 4.0 0.2 25.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 62.5 8.3 8.2 73.3 24.6 24.8 45.1 0.0 43.5 58.1 43.5 108.5 LnGrp LOS EAAECCDADEDF
Approach Vol, veh/h 1449 1445 33 718
Approach Delay, s/veh 18.7 25.3 44.8 98.8
Approach LOS B C D F
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 6.8 90.4 22.8 26.6 70.6 22.8
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 5.8 82.4 18.3 33.5 54.7 18.3 Max Q Clear Time (g_c+I1), s 3.3 18.2 20.3 21.5 37.9 4.1 Green Ext Time (p_c), s 0.0 8.2 0.0 0.6 8.0 0.1
Intersection Summary
HCM 6th Ctrl Delay 37.3
HCM 6th LOS D

7.1-16
~-----"i tf+ "i tf+ --- 4' .,, "i t

Page 1397 of 1452 ends

Lanes, Volumes, Timings GPBO (2045) Without Project PM Peak Hour 2: Monte Vista & Twentynine Palms Hwy. (SR-62)
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\02 - GPBO.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 1 1435 4 17 1870 1 3 1 13 1 2 1
Future Volume (vph) 1 1435 4 17 1870 1 3 1 13 1 2 1
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 50 0 50 0 0 0 0 50
Storage Lanes 1 0 1 0 0 0 0 0
Taper Length (ft) 90 90 90 90
Link Speed (mph) 55 55 30 30
Link Distance (ft) 402 655 418 421
Travel Time (s) 5.0 8.1 9.5 9.6
Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Shared Lane Traffic (%)
Sign Control Free Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

7.1-17
~-----"i tf+ "i tf+ --- 4+ --- 4+

Page 1398 of 1452 ends

HCM 6th TWSC GPBO (2045) Without Project PM Peak Hour
2: Monte Vista & Twentynine Palms Hwy. (SR-62)
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\02 - GPBO.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 0.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 1 1435 4 17 1870 1 3 1 13 1 2 1
Future Vol, veh/h 1 1435 4 17 1870 1 3 1 13 1 2 1
Conflicting Peds, #/hr 5 05505505505
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 50 - - 50 --------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles, % 2 22222222222
Mvmt Flow 1 1435 4 17 1870 1 3 1 13 1 2 1
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 1876 0 0 1444 0 0 2419 3354 730 2635 3356 946 Stage 1 - ----- 1444 1444 - 1910 1910 -
Stage 2 - - - - - - 975 1910 - 725 1446 -
Critical Hdwy 4.14 - - 4.14 - - 4.8 3.6 3.9 4.8 3.6 3.9 Critical Hdwy Stg 1 - - - - - - 3.6 3 - 3.6 3 -
Critical Hdwy Stg 2 - - - - - - 3.6 3 - 3.6 3 -
Follow-up Hdwy 2.22 - - 2.22 - - 3.2 2.5 2.7 3.2 2.5 2.7 Pot Cap-1 Maneuver 316 - - 465 - - 109 130 785 87 130 668 Stage 1 - - - - - - 471 685 - 346 529 -
Stage 2 - - - - - - 634 529 - 739 684 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 314 - - 463 - - 103 124 778 82 124 662 Mov Cap-2 Maneuver - - - - - - 103 124 - 82 124 -
Stage 1 - - - - - - 467 680 - 343 507 -
Stage 2 - - - - - - 605 507 - 720 679 -
Approach EB WB NB SB
HCM Control Delay, s 0 0.1 17.1 32.7

HCM LOS C D
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 315 314 - - 463 - - 134
HCM Lane V/C Ratio 0.054 0.003 - - 0.037 - - 0.03
HCM Control Delay (s) 17.1 16.5 - - 13.1 - - 32.7
HCM Lane LOS C C - - B - - D
HCM 95th %tile Q(veh) 0.2 0 - - 0.1 - - 0.1

7.1-18

Page 1399 of 1452 ends

Lanes, Volumes, Timings GPBO (2045) Without Project PM Peak Hour 3: Lear Av. & Cactus Dr.

Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\02 - GPBO.syn Urban Crossroads, Inc.

Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 2 1 1 13 20 1
Future Volume (vph) 2 1 1 13 20 1
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Link Speed (mph) 30 55 35
Link Distance (ft) 415 2063 288
Travel Time (s) 9.4 25.6 5.6
Confl. Peds. (#/hr) 5 5 5 5
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized

7.1-19

Page 1400 of 1452 ends

HCM 6th TWSC GPBO (2045) Without Project PM Peak Hour
3: Lear Av. & Cactus Dr.

Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\02 - GPBO.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 0.9
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 2 1 1 13 20 1
Future Vol, veh/h 2 1 1 13 20 1
Conflicting Peds, #/hr 5 55005
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 2 1 1 14 22 1
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 49 33 28 0 - 0
Stage 1 28 -----
Stage 2 21 -----
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 -----
Critical Hdwy Stg 2 5.42 -----
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 960 1041 1585 - - -
Stage 1 995 -----
Stage 2 1002 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 949 1031 1577 - - -
Mov Cap-2 Maneuver 949 -----
Stage 1 989 -----
Stage 2 997 -----
Approach EB NB SB
HCM Control Delay, s 8.7 0.5 0

HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1577 - 975 - -
HCM Lane V/C Ratio 0.001 - 0.003 - -
HCM Control Delay (s) 7.3 0 8.7 - -
HCM Lane LOS A A A - -
HCM 95th %tile Q(veh) 0 - 0 - -

7.1-20

Page 1401 of 1452 ends

Lanes, Volumes, Timings GPBO (2045) Without Project PM Peak Hour 4: Sullivan Rd. & Lear Av.

Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\02 - GPBO.syn Urban Crossroads, Inc.

Lane Group EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 2 2 1 11 18 2
Future Volume (vph) 2 2 1 11 18 2
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Link Speed (mph) 30 30 55
Link Distance (ft) 460 644 2063
Travel Time (s) 10.5 14.6 25.6
Confl. Peds. (#/hr) 5 5 5 5
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

7.1-21

Page 1402 of 1452 ends

HCM 6th TWSC GPBO (2045) Without Project PM Peak Hour
4: Sullivan Rd. & Lear Av.

Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\02 - GPBO.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 5.2
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 2 2 1 11 18 2
Future Vol, veh/h 2 2 1 11 18 2
Conflicting Peds, #/hr 5 00555
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 2 2 1 12 20 2
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 18 0 - 0 23 17
Stage 1 - - - - 12 -
Stage 2 - - - - 11 -
Critical Hdwy 4.12 - - - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy 2.218 - - - 3.518 3.318
Pot Cap-1 Maneuver 1599 - - - 993 1062
Stage 1 - - - - 1011 -
Stage 2 - - - - 1012 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1591 - - - 982 1052
Mov Cap-2 Maneuver - - - - 982 -
Stage 1 - - - - 1005 -
Stage 2 - - - - 1007 -
Approach EB WB SB
HCM Control Delay, s 3.6 0 8.7

HCM LOS A
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1591 - - - 989
HCM Lane V/C Ratio 0.001 - - - 0.022
HCM Control Delay (s) 7.3 0 - - 8.7
HCM Lane LOS A A - - A
HCM 95th %tile Q(veh) 0 - - - 0.1

7.1-22

Page 1403 of 1452 ends

Lanes, Volumes, Timings GPBO (2045) Without Project PM Peak Hour 5: Lear Av. & N. Project Access
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\02 - GPBO.syn Urban Crossroads, Inc.

Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 1 6 13 2 12 21
Future Volume (vph) 1 6 13 2 12 21
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Link Speed (mph) 30 30 30
Link Distance (ft) 327 288 300
Travel Time (s) 7.4 6.5 6.8
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized

7.1-23
~---- V

Page 1404 of 1452 ends

HCM 6th TWSC GPBO (2045) Without Project PM Peak Hour
5: Lear Av. & N. Project Access
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\02 - GPBO.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 2.6
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 1 6 13 2 12 21
Future Vol, veh/h 1 6 13 2 12 21
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 1 7 14 2 13 23
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 64 15 0 0 16 0
Stage 1 15 -----
Stage 2 49 -----
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 1 5.42 -----
Critical Hdwy Stg 2 5.42 -----
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 942 1065 - - 1602 -
Stage 1 1008 -----
Stage 2 973 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 934 1065 - - 1602 -
Mov Cap-2 Maneuver 934 -----
Stage 1 1008 -----
Stage 2 965 -----
Approach WB NB SB
HCM Control Delay, s 8.5 0 2.6

HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 1044 1602 -
HCM Lane V/C Ratio - - 0.007 0.008 -
HCM Control Delay (s) - - 8.5 7.3 0
HCM Lane LOS - - A A A
HCM 95th %tile Q(veh) - - 0 0 -

7.1-24

Page 1405 of 1452 ends

Yonder 29 Palms Traffic Analysis
15631-05 TA Report.docx
APPENDIX 7.2: GENERAL PLAN (2045) WITH PROJECT INTERSECTION

OPERATIONS ANALYSIS WORKSHEETS

URBAN CROSSROADS

Page 1406 of 1452 ends

Yonder 29 Palms Traffic Analysis
15631-05 TA Report.docx
This Page Intentionally Left Blank

URBAN CROSSROADS

Page 1407 of 1452 ends

Lanes, Volumes, Timings GPBO (2045) With Project AM Peak Hour 1: Lear Av. & Twentynine Palms Hwy. (SR-62)
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\02 - GPBO.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 437 1075 28 7 977 104 17 2 6 94 4 162 Future Volume (vph) 437 1075 28 7 977 104 17 2 6 94 4 162 Ideal Flow (vphpl) 1800 1900 1900 1800 1900 1900 1900 1900 1900 1800 1900 1900 Storage Length (ft) 300 0 310 0 0 50 150 150
Storage Lanes 1 0 1 0 0 1 0 0
Taper Length (ft) 120 120 90 90
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph) 55 55 35 55
Link Distance (ft) 655 2881 300 432
Travel Time (s) 8.1 35.7 5.8 5.4
Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Shared Lane Traffic (%)
Turn Type Prot NA Prot NA Perm NA Perm Perm NA
Protected Phases 5 2 1 6 8 4
Permitted Phases 8 8 4
Detector Phase 5 2 1 6 88844
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 43.0 82.4 9.6 49.0 28.0 28.0 28.0 28.0 28.0 Total Split (%) 35.8% 68.7% 8.0% 40.8% 23.3% 23.3% 23.3% 23.3% 23.3% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None C-Max None C-Max Max Max Max Max Max
Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow, Master Intersection Natural Cycle: 90
Control Type: Actuated-Coordinated
Splits and Phases: 1: Lear Av. & Twentynine Palms Hwy. (SR-62)

7.2-1
+- t
~-----~ t~
f01 ---+s2 (Rl • ~04

9.6sl I !12.1s I 128s I I
.,)- 05 +-
rzl6 (Rl ~,08 • 13s I 1-P.Js I I 28s I I

Page 1408 of 1452 ends

HCM 6th Signalized Intersection Summary GPBO (2045) With Project AM Peak Hour 1: Lear Av. & Twentynine Palms Hwy. (SR-62)
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\02 - GPBO.syn Urban Crossroads, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 437 1075 28 7 977 104 17 2 6 94 4 162 Future Volume (veh/h) 437 1075 28 7 977 104 17 2 6 94 4 162 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 0.99 0.99 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1772 1870 1870 1772 1870 1870 1870 1870 1870 1772 1870 1870 Adj Flow Rate, veh/h 437 1075 28 7 977 104 17 2 6 94 4 162 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 222222222222
Cap, veh/h 466 2416 63 15 1346 143 206 21 308 138 15 186 Arrive On Green 0.28 0.68 0.68 0.01 0.37 0.37 0.20 0.20 0.20 0.20 0.20 0.20 Sat Flow, veh/h 1688 3538 92 1688 3238 345 764 109 1573 498 76 948 Grp Volume(v), veh/h 437 540 563 7 536 545 19 0 6 260 0 0 Grp Sat Flow(s),veh/h/ln 1688 1777 1853 1688 1777 1806 872 0 1573 1521 0 0 Q Serve(g_s), s 30.4 16.6 16.6 0.5 31.1 31.1 0.0 0.0 0.4 17.8 0.0 0.0 Cycle Q Clear(g_c), s 30.4 16.6 16.6 0.5 31.1 31.1 2.1 0.0 0.4 19.9 0.0 0.0 Prop In Lane 1.00 0.05 1.00 0.19 0.89 1.00 0.36 0.62
Lane Grp Cap(c), veh/h 466 1214 1266 15 739 751 228 0 308 339 0 0 V/C Ratio(X) 0.94 0.44 0.44 0.48 0.73 0.73 0.08 0.00 0.02 0.77 0.00 0.00 Avail Cap(c_a), veh/h 541 1214 1266 72 739 751 228 0 308 339 0 0 HCM Platoon Ratio 1.00 1.00 1.00 0.90 0.90 0.90 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 42.5 8.7 8.7 59.3 31.7 31.7 39.5 0.0 38.9 46.7 0.0 0.0 Incr Delay (d2), s/veh 22.7 1.2 1.1 22.3 6.1 6.0 0.7 0.0 0.1 15.3 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 14.8 5.5 5.7 0.3 14.0 14.2 0.5 0.0 0.2 8.6 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 65.1 9.8 9.8 81.5 37.8 37.7 40.2 0.0 39.1 62.0 0.0 0.0 LnGrp LOS E A A F D D D A D E A A
Approach Vol, veh/h 1540 1088 25 260
Approach Delay, s/veh 25.5 38.0 40.0 62.0
Approach LOS C D D E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 5.5 86.5 28.0 37.6 54.4 28.0
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 5.1 77.9 23.5 38.5 44.5 23.5 Max Q Clear Time (g_c+I1), s 2.5 18.6 21.9 32.4 33.1 4.1 Green Ext Time (p_c), s 0.0 7.4 0.2 0.7 4.6 0.1
Intersection Summary
HCM 6th Ctrl Delay 33.6
HCM 6th LOS C

7.2-2
t

Page 1409 of 1452 ends

Lanes, Volumes, Timings GPBO (2045) With Project AM Peak Hour 1: Lear Av. & Twentynine Palms Hwy. (SR-62) WITH IMPROVEMENTS Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\03 - GPBO Improvements.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 437 1075 28 7 977 104 17 2 6 94 4 162 Future Volume (vph) 437 1075 28 7 977 104 17 2 6 94 4 162 Ideal Flow (vphpl) 1800 1900 1900 1800 1900 1900 1900 1900 1900 1800 1900 1900 Storage Length (ft) 300 0 310 0 0 50 150 150
Storage Lanes 1 0 1 0 0 1 1 1
Taper Length (ft) 120 120 90 90
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph) 55 55 35 55
Link Distance (ft) 655 2881 300 432
Travel Time (s) 8.1 35.7 5.8 5.4
Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Shared Lane Traffic (%)
Turn Type Prot NA Prot NA Perm NA Perm Perm NA Perm
Protected Phases 5 2 1 6 8 4
Permitted Phases 8 8 4 4
Detector Phase 5 2 1 6 888444
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 47.0 87.8 9.6 50.4 22.6 22.6 22.6 22.6 22.6 22.6 Total Split (%) 39.2% 73.2% 8.0% 42.0% 18.8% 18.8% 18.8% 18.8% 18.8% 18.8% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None C-Max None C-Max Max Max Max Max Max Max Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow, Master Intersection Natural Cycle: 90
Control Type: Actuated-Coordinated
Splits and Phases: 1: Lear Av. & Twentynine Palms Hwy. (SR-62)

7.2-3
+- t
~-----~ t~ ---~ t~ t
f01 ---+s2 (R} • 4'1--04

9.6sl I 117,Ss I I 22.6s I I
.,)- 05 +-
06 (R} ~~8 • 47s I I 50.4s I I 22.6s I I

Page 1410 of 1452 ends

HCM 6th Signalized Intersection Summary GPBO (2045) With Project AM Peak Hour 1: Lear Av. & Twentynine Palms Hwy. (SR-62) WITH IMPROVEMENTS Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\03 - GPBO Improvements.syn Urban Crossroads, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 437 1075 28 7 977 104 17 2 6 94 4 162 Future Volume (veh/h) 437 1075 28 7 977 104 17 2 6 94 4 162 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 0.99 0.99 0.99 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1772 1870 1870 1772 1870 1870 1870 1870 1870 1772 1870 1870 Adj Flow Rate, veh/h 437 1075 28 7 977 104 17 2 6 94 4 162 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 222222222222
Cap, veh/h 468 2576 67 15 1487 158 224 23 237 243 282 237 Arrive On Green 0.28 0.73 0.73 0.01 0.41 0.41 0.15 0.15 0.15 0.15 0.15 0.15 Sat Flow, veh/h 1688 3538 92 1688 3238 345 1110 155 1569 1321 1870 1569 Grp Volume(v), veh/h 437 540 563 7 536 545 19 0 6 94 4 162 Grp Sat Flow(s),veh/h/ln 1688 1777 1853 1688 1777 1806 1265 0 1569 1321 1870 1569 Q Serve(g_s), s 30.3 14.2 14.2 0.5 29.1 29.2 1.2 0.0 0.4 7.9 0.2 11.7 Cycle Q Clear(g_c), s 30.3 14.2 14.2 0.5 29.1 29.2 1.4 0.0 0.4 9.4 0.2 11.7 Prop In Lane 1.00 0.05 1.00 0.19 0.89 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 468 1294 1349 15 816 830 248 0 237 243 282 237 V/C Ratio(X) 0.93 0.42 0.42 0.48 0.66 0.66 0.08 0.00 0.03 0.39 0.01 0.68 Avail Cap(c_a), veh/h 598 1294 1349 72 816 830 248 0 237 243 282 237 HCM Platoon Ratio 1.00 1.00 1.00 0.90 0.90 0.90 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 42.3 6.4 6.4 59.3 27.6 27.6 43.8 0.0 43.4 47.9 43.4 48.2 Incr Delay (d2), s/veh 19.1 1.0 1.0 22.3 4.1 4.0 0.6 0.0 0.2 4.6 0.1 14.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 14.3 4.3 4.5 0.3 12.7 12.9 0.5 0.0 0.2 2.8 0.1 5.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 61.4 7.4 7.3 81.5 31.7 31.6 44.4 0.0 43.6 52.5 43.4 63.2 LnGrp LOS E A A F C C D A D D D E
Approach Vol, veh/h 1540 1088 25 260
Approach Delay, s/veh 22.7 32.0 44.2 59.0
Approach LOS C C D E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 5.5 91.9 22.6 37.8 59.6 22.6
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 5.1 83.3 18.1 42.5 45.9 18.1 Max Q Clear Time (g_c+I1), s 2.5 16.2 13.7 32.3 31.2 3.4 Green Ext Time (p_c), s 0.0 7.5 0.3 1.0 5.3 0.0
Intersection Summary
HCM 6th Ctrl Delay 29.6
HCM 6th LOS C

7.2-4
~-----"i tf+ "i tf+ --- 4' .,, "i t

Page 1411 of 1452 ends

Lanes, Volumes, Timings GPBO (2045) With Project AM Peak Hour 2: Monte Vista & Twentynine Palms Hwy. (SR-62) WITH IMPROVEMENTS Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\03 - GPBO Improvements.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 1 1531 1 6 1149 1218111
Future Volume (vph) 1 1531 1 6 1149 1218111
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 50 0 50 0 0 0 0 50
Storage Lanes 1 0 1 0 0 0 0 0
Taper Length (ft) 90 90 90 90
Link Speed (mph) 55 55 30 30
Link Distance (ft) 402 655 418 421
Travel Time (s) 5.0 8.1 9.5 9.6
Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Shared Lane Traffic (%)
Sign Control Free Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

7.2-5
~-----"i tf+ "i tf+ --- 4+ --- 4+

Page 1412 of 1452 ends

HCM 6th TWSC GPBO (2045) With Project AM Peak Hour
2: Monte Vista & Twentynine Palms Hwy. (SR-62) WITH IMPROVEMENTS Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\03 - GPBO Improvements.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 0.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 1 1531 1 6 1149 1218111
Future Vol, veh/h 1 1531 1 6 1149 1218111
Conflicting Peds, #/hr 5 05505505505
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 50 - - 50 --------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles, % 2 22222222222
Mvmt Flow 1 1531 1 6 1149 1218111
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 1155 0 0 1537 0 0 2131 2706 776 1940 2706 585 Stage 1 - ----- 1539 1539 - 1167 1167 -
Stage 2 - - - - - - 592 1167 - 773 1539 -
Critical Hdwy 4.14 - - 4.14 - - 6 4.6 4.9 6 4.6 4.9
Critical Hdwy Stg 1 - - - - - - 4.6 3.5 - 4.6 3.5 -
Critical Hdwy Stg 2 - - - - - - 4.6 3.5 - 4.6 3.5 -
Follow-up Hdwy 2.22 - - 2.22 - - 3 3.5 2.7 3 3.5 2.7
Pot Cap-1 Maneuver 601 - - 429 - - 74 92 612 95 92 743
Stage 1 - - - - - - 298 444 - 422 553 -
Stage 2 - - - - - - 713 553 - 606 444 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 598 - - 427 - - 72 90 606 91 90 736
Mov Cap-2 Maneuver - - - - - - 72 90 - 91 90 -
Stage 1 - - - - - - 296 441 - 419 542 -
Stage 2 - - - - - - 697 542 - 593 441 -
Approach EB WB NB SB
HCM Control Delay, s 0 0.1 23 33.8

HCM LOS C D
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 211 598 - - 427 - - 128
HCM Lane V/C Ratio 0.052 0.002 - - 0.014 - - 0.023
HCM Control Delay (s) 23 11 - - 13.6 - - 33.8
HCM Lane LOS C B - - B - - D
HCM 95th %tile Q(veh) 0.2 0 - - 0 - - 0.1

7.2-6

Page 1413 of 1452 ends

Lanes, Volumes, Timings GPBO (2045) With Project AM Peak Hour 3: Lear Av. & Cactus Dr. WITH IMPROVEMENTS
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\03 - GPBO Improvements.syn Urban Crossroads, Inc.

Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 211232
Future Volume (vph) 211232
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Link Speed (mph) 30 55 35
Link Distance (ft) 415 2063 288
Travel Time (s) 9.4 25.6 5.6
Confl. Peds. (#/hr) 5 5 5 5
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized

7.2-7

Page 1414 of 1452 ends

HCM 6th TWSC GPBO (2045) With Project AM Peak Hour
3: Lear Av. & Cactus Dr. WITH IMPROVEMENTS
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\03 - GPBO Improvements.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 3
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 2 11232
Future Vol, veh/h 2 11232
Conflicting Peds, #/hr 5 55005
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 2 11232
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 18 14 10 0 - 0
Stage 1 9 -----
Stage 2 9 -----
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 -----
Critical Hdwy Stg 2 5.42 -----
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 1000 1066 1610 - - -
Stage 1 1014 -----
Stage 2 1014 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 989 1056 1602 - - -
Mov Cap-2 Maneuver 989 -----
Stage 1 1008 -----
Stage 2 1009 -----
Approach EB NB SB
HCM Control Delay, s 8.6 2.4 0

HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1602 - 1010 - -
HCM Lane V/C Ratio 0.001 - 0.003 - -
HCM Control Delay (s) 7.2 0 8.6 - -
HCM Lane LOS A A A - -
HCM 95th %tile Q(veh) 0 - 0 - -

7.2-8

Page 1415 of 1452 ends

Lanes, Volumes, Timings GPBO (2045) With Project AM Peak Hour 4: Sullivan Rd. & Lear Av. WITH IMPROVEMENTS
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\03 - GPBO Improvements.syn Urban Crossroads, Inc.

Lane Group EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 221122
Future Volume (vph) 221122
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Link Speed (mph) 30 30 55
Link Distance (ft) 460 644 2063
Travel Time (s) 10.5 14.6 25.6
Confl. Peds. (#/hr) 5 5 5 5
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

7.2-9

Page 1416 of 1452 ends

HCM 6th TWSC GPBO (2045) With Project AM Peak Hour
4: Sullivan Rd. & Lear Av. WITH IMPROVEMENTS
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\03 - GPBO Improvements.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 4.8
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 2 21122
Future Vol, veh/h 2 21122
Conflicting Peds, #/hr 5 00555
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 2 21122
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 7 0 - 0 18 12
Stage 1 - - - - 7 -
Stage 2 - - - - 11 -
Critical Hdwy 4.12 - - - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy 2.218 - - - 3.518 3.318
Pot Cap-1 Maneuver 1614 - - - 1000 1069
Stage 1 - - - - 1016 -
Stage 2 - - - - 1012 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1606 - - - 989 1059
Mov Cap-2 Maneuver - - - - 989 -
Stage 1 - - - - 1010 -
Stage 2 - - - - 1007 -
Approach EB WB SB
HCM Control Delay, s 3.6 0 8.5

HCM LOS A
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1606 - - - 1023
HCM Lane V/C Ratio 0.001 - - - 0.004
HCM Control Delay (s) 7.2 0 - - 8.5
HCM Lane LOS A A - - A
HCM 95th %tile Q(veh) 0 - - - 0

7.2-10

Page 1417 of 1452 ends

Lanes, Volumes, Timings GPBO (2045) With Project AM Peak Hour 5: Lear Av. & N. Project Access WITH IMPROVEMENTS
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\03 - GPBO Improvements.syn Urban Crossroads, Inc.

Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 1 19 2 2 33 3
Future Volume (vph) 1 19 2 2 33 3
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Link Speed (mph) 30 35 35
Link Distance (ft) 327 288 300
Travel Time (s) 7.4 5.6 5.8
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized

7.2-11
~---- V

Page 1418 of 1452 ends

HCM 6th TWSC GPBO (2045) With Project AM Peak Hour
5: Lear Av. & N. Project Access WITH IMPROVEMENTS
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\03 - GPBO Improvements.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 6.8
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 1 19 2 2 33 3
Future Vol, veh/h 1 19 2 2 33 3
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 1 21 2 2 36 3
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 78 30040
Stage 1 3 -----
Stage 2 75 -----
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 1 5.42 -----
Critical Hdwy Stg 2 5.42 -----
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 925 1081 - - 1618 -
Stage 1 1020 -----
Stage 2 948 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 905 1081 - - 1618 -
Mov Cap-2 Maneuver 905 -----
Stage 1 1020 -----
Stage 2 927 -----
Approach WB NB SB
HCM Control Delay, s 8.4 0 6.7

HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 1071 1618 -
HCM Lane V/C Ratio - - 0.02 0.022 -
HCM Control Delay (s) - - 8.4 7.3 0
HCM Lane LOS - - A A A
HCM 95th %tile Q(veh) - - 0.1 0.1 -

7.2-12

Page 1419 of 1452 ends

Lanes, Volumes, Timings GPBO (2045) With Project AM Peak Hour 2: Monte Vista & Twentynine Palms Hwy. (SR-62)
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\02 - GPBO.syn Urban Crossroads, Inc.

7.2-13
~-----"i tf+ "i tf+ --- 4+ --- 4+

Page 1420 of 1452 ends

HCM 6th TWSC GPBO (2045) With Project AM Peak Hour
2: Monte Vista & Twentynine Palms Hwy. (SR-62)
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\02 - GPBO.syn Urban Crossroads, Inc.

7.2-14

Page 1421 of 1452 ends

Lanes, Volumes, Timings GPBO (2045) With Project AM Peak Hour 3: Lear Av. & Cactus Dr.

Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\02 - GPBO.syn Urban Crossroads, Inc.

7.2-15

Page 1422 of 1452 ends

HCM 6th TWSC GPBO (2045) With Project AM Peak Hour
3: Lear Av. & Cactus Dr.

Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\02 - GPBO.syn Urban Crossroads, Inc.

7.2-16

Page 1423 of 1452 ends

Lanes, Volumes, Timings GPBO (2045) With Project AM Peak Hour 4: Sullivan Rd. & Lear Av.

Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\02 - GPBO.syn Urban Crossroads, Inc.

7.2-17

Page 1424 of 1452 ends

HCM 6th TWSC GPBO (2045) With Project AM Peak Hour
4: Sullivan Rd. & Lear Av.

Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\02 - GPBO.syn Urban Crossroads, Inc.

7.2-18

Page 1425 of 1452 ends

Lanes, Volumes, Timings GPBO (2045) With Project AM Peak Hour 5: Lear Av. & N. Project Access
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\02 - GPBO.syn Urban Crossroads, Inc.

7.2-19
~---- V

Page 1426 of 1452 ends

HCM 6th TWSC GPBO (2045) With Project AM Peak Hour
5: Lear Av. & N. Project Access
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\02 - GPBO.syn Urban Crossroads, Inc.

7.2-20

Page 1427 of 1452 ends

Lanes, Volumes, Timings GPBO (2045) With Project PM Peak Hour 1: Lear Av. & Twentynine Palms Hwy. (SR-62)
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\02 - GPBO.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 280 1143 27 18 1286 141 29 8 9 127 8 583 Future Volume (vph) 280 1143 27 18 1286 141 29 8 9 127 8 583 Ideal Flow (vphpl) 1800 1900 1900 1800 1900 1900 1900 1900 1900 1800 1900 1900 Storage Length (ft) 300 0 310 0 0 50 150 150
Storage Lanes 1 0 1 0 0 1 0 0
Taper Length (ft) 120 120 90 90
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph) 55 55 35 55
Link Distance (ft) 655 2881 300 432
Travel Time (s) 8.1 35.7 5.8 5.4
Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Shared Lane Traffic (%)
Turn Type Prot NA Prot NA Perm NA Perm Perm NA
Protected Phases 5 2 1 6 8 4
Permitted Phases 8 8 4
Detector Phase 5 2 1 6 88844
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 23.0 64.0 10.0 51.0 46.0 46.0 46.0 46.0 46.0 Total Split (%) 19.2% 53.3% 8.3% 42.5% 38.3% 38.3% 38.3% 38.3% 38.3% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None C-Max None C-Max Max Max Max Max Max
Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow, Master Intersection Natural Cycle: 100
Control Type: Actuated-Coordinated
Splits and Phases: 1: Lear Av. & Twentynine Palms Hwy. (SR-62)

7.2-21
~-----~ t~
_> •s J "' {RJ : l

Page 1428 of 1452 ends

HCM 6th Signalized Intersection Summary GPBO (2045) With Project PM Peak Hour 1: Lear Av. & Twentynine Palms Hwy. (SR-62)
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\02 - GPBO.syn Urban Crossroads, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 280 1143 27 18 1286 141 29 8 9 127 8 583 Future Volume (veh/h) 280 1143 27 18 1286 141 29 8 9 127 8 583 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1772 1870 1870 1772 1870 1870 1870 1870 1870 1772 1870 1870 Adj Flow Rate, veh/h 280 1143 27 18 1286 141 29 8 9 127 8 583 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 222222222222
Cap, veh/h 260 1855 44 32 1251 137 174 42 546 118 13 412 Arrive On Green 0.15 0.52 0.52 0.02 0.39 0.39 0.35 0.35 0.35 0.35 0.35 0.35 Sat Flow, veh/h 1688 3548 84 1688 3229 352 347 121 1578 239 37 1192 Grp Volume(v), veh/h 280 572 598 18 705 722 37 0 9 718 0 0 Grp Sat Flow(s),veh/h/ln 1688 1777 1855 1688 1777 1804 468 0 1578 1467 0 0 Q Serve(g_s), s 18.5 27.2 27.2 1.3 46.5 46.5 0.0 0.0 0.5 36.4 0.0 0.0 Cycle Q Clear(g_c), s 18.5 27.2 27.2 1.3 46.5 46.5 5.1 0.0 0.5 41.5 0.0 0.0 Prop In Lane 1.00 0.05 1.00 0.20 0.78 1.00 0.18 0.81
Lane Grp Cap(c), veh/h 260 929 970 32 689 699 215 0 546 543 0 0 V/C Ratio(X) 1.08 0.62 0.62 0.57 1.02 1.03 0.17 0.00 0.02 1.32 0.00 0.00 Avail Cap(c_a), veh/h 260 929 970 77 689 699 215 0 546 543 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 50.8 20.1 20.2 58.4 36.7 36.8 27.0 0.0 25.8 41.4 0.0 0.0 Incr Delay (d2), s/veh 77.5 3.1 2.9 14.9 40.6 42.6 1.7 0.0 0.1 157.8 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 13.0 10.8 11.3 0.7 26.2 27.0 0.8 0.0 0.2 39.1 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 128.3 23.2 23.1 73.3 77.4 79.4 28.7 0.0 25.9 199.2 0.0 0.0 LnGrp LOS F C C E F F C A C F A A
Approach Vol, veh/h 1450 1445 46 718
Approach Delay, s/veh 43.4 78.3 28.1 199.2
Approach LOS D E C F
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 6.8 67.2 46.0 23.0 51.0 46.0
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 5.5 59.5 41.5 18.5 46.5 41.5 Max Q Clear Time (g_c+I1), s 3.3 29.2 43.5 20.5 48.5 7.1 Green Ext Time (p_c), s 0.0 7.6 0.0 0.0 0.0 0.3
Intersection Summary
HCM 6th Ctrl Delay 87.6
HCM 6th LOS F

7.2-22
t

Page 1429 of 1452 ends

Lanes, Volumes, Timings GPBO (2045) With Project PM Peak Hour 1: Lear Av. & Twentynine Palms Hwy. (SR-62) WITH IMPROVEMENTS Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\03 - GPBO Improvements.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 280 1143 27 18 1286 141 29 8 9 127 8 583 Future Volume (vph) 280 1143 27 18 1286 141 29 8 9 127 8 583 Ideal Flow (vphpl) 1800 1900 1900 1800 1900 1900 1900 1900 1900 1800 1900 1900 Storage Length (ft) 300 0 310 0 0 50 150 150
Storage Lanes 1 0 1 0 0 1 1 1
Taper Length (ft) 120 120 90 90
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph) 55 55 35 55
Link Distance (ft) 655 2881 300 432
Travel Time (s) 8.1 35.7 5.8 5.4
Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Shared Lane Traffic (%)
Turn Type Prot NA Prot NA Perm NA Perm Perm NA pm+ov
Protected Phases 5 2 1 6 8 4 5
Permitted Phases 8 8 4 4
Detector Phase 5 2 1 6 888445
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 22.5 9.5 Total Split (s) 38.0 86.9 10.3 59.2 22.8 22.8 22.8 22.8 22.8 38.0 Total Split (%) 31.7% 72.4% 8.6% 49.3% 19.0% 19.0% 19.0% 19.0% 19.0% 31.7% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes
Recall Mode None C-Max None C-Max Max Max Max Max Max None Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow, Master Intersection Natural Cycle: 90
Control Type: Actuated-Coordinated
Splits and Phases: 1: Lear Av. & Twentynine Palms Hwy. (SR-62)

7.2-23
+- t
~-----~ t~ ---~ t~ t
fs1 ---+t2,2 (R l • i'to-04

10.3sl I 116.9s I I22.Bs I I
f} 05 +-
06 (Rl ~,08 • 38s I 159,2s I I 22.Bs I I

Page 1430 of 1452 ends

HCM 6th Signalized Intersection Summary GPBO (2045) With Project PM Peak Hour 1: Lear Av. & Twentynine Palms Hwy. (SR-62) WITH IMPROVEMENTS Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\03 - GPBO Improvements.syn Urban Crossroads, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 280 1143 27 18 1286 141 29 8 9 127 8 583 Future Volume (veh/h) 280 1143 27 18 1286 141 29 8 9 127 8 583 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.99 0.99 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1772 1870 1870 1772 1870 1870 1870 1870 1870 1772 1870 1870 Adj Flow Rate, veh/h 280 1143 27 18 1286 141 29 8 9 127 8 583 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 222222222222
Cap, veh/h 310 2541 60 32 1780 194 162 39 239 220 285 531 Arrive On Green 0.18 0.72 0.72 0.02 0.55 0.55 0.15 0.15 0.15 0.15 0.15 0.15 Sat Flow, veh/h 1688 3548 84 1688 3229 353 711 253 1569 1311 1870 1569 Grp Volume(v), veh/h 280 572 598 18 705 722 37 0 9 127 8 583 Grp Sat Flow(s),veh/h/ln 1688 1777 1855 1688 1777 1805 964 0 1569 1311 1870 1569 Q Serve(g_s), s 19.5 16.2 16.2 1.3 35.4 35.9 3.1 0.0 0.6 11.3 0.4 18.3 Cycle Q Clear(g_c), s 19.5 16.2 16.2 1.3 35.4 35.9 3.6 0.0 0.6 14.9 0.4 18.3 Prop In Lane 1.00 0.05 1.00 0.20 0.78 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 310 1273 1329 32 979 995 200 0 239 220 285 531 V/C Ratio(X) 0.90 0.45 0.45 0.57 0.72 0.73 0.18 0.00 0.04 0.58 0.03 1.10 Avail Cap(c_a), veh/h 471 1273 1329 82 979 995 200 0 239 220 285 531 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 47.9 7.1 7.1 58.4 20.0 20.2 44.4 0.0 43.3 51.2 43.3 39.9 Incr Delay (d2), s/veh 14.6 1.2 1.1 14.9 4.6 4.6 2.0 0.0 0.3 10.5 0.2 68.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 9.1 5.0 5.2 0.7 14.1 14.4 1.1 0.0 0.2 4.2 0.2 25.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 62.5 8.3 8.2 73.3 24.6 24.8 46.5 0.0 43.6 61.7 43.5 108.5 LnGrp LOS EAAECCDADEDF
Approach Vol, veh/h 1450 1445 46 718
Approach Delay, s/veh 18.7 25.3 45.9 99.5
Approach LOS B C D F
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 6.8 90.4 22.8 26.6 70.6 22.8
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 5.8 82.4 18.3 33.5 54.7 18.3 Max Q Clear Time (g_c+I1), s 3.3 18.2 20.3 21.5 37.9 5.6 Green Ext Time (p_c), s 0.0 8.2 0.0 0.6 8.0 0.1
Intersection Summary
HCM 6th Ctrl Delay 37.5
HCM 6th LOS D

7.2-24
~-----"i tf+ "i tf+ --- 4' .,, "i t

Page 1431 of 1452 ends

Lanes, Volumes, Timings GPBO (2045) With Project PM Peak Hour 2: Monte Vista & Twentynine Palms Hwy. (SR-62)
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\02 - GPBO.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 1 1436 4 17 1880 1 3 1 13 1 2 1
Future Volume (vph) 1 1436 4 17 1880 1 3 1 13 1 2 1
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 50 0 50 0 0 0 0 50
Storage Lanes 1 0 1 0 0 0 0 0
Taper Length (ft) 90 90 90 90
Link Speed (mph) 55 55 30 30
Link Distance (ft) 402 655 418 421
Travel Time (s) 5.0 8.1 9.5 9.6
Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5
Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 Shared Lane Traffic (%)
Sign Control Free Free Stop Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

7.2-25
~-----"i tf+ "i tf+ --- 4+ --- 4+

Page 1432 of 1452 ends

HCM 6th TWSC GPBO (2045) With Project PM Peak Hour
2: Monte Vista & Twentynine Palms Hwy. (SR-62)
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\02 - GPBO.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 0.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 1 1436 4 17 1880 1 3 1 13 1 2 1
Future Vol, veh/h 1 1436 4 17 1880 1 3 1 13 1 2 1
Conflicting Peds, #/hr 5 05505505505
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 50 - - 50 --------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 95 Heavy Vehicles, % 2 22222222222
Mvmt Flow 1 1436 4 17 1880 1 3 1 13 1 2 1
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 1886 0 0 1445 0 0 2425 3365 730 2646 3367 951 Stage 1 - ----- 1445 1445 - 1920 1920 -
Stage 2 - - - - - - 980 1920 - 726 1447 -
Critical Hdwy 4.14 - - 4.14 - - 4.8 3.6 3.9 4.8 3.6 3.9 Critical Hdwy Stg 1 - - - - - - 3.6 3 - 3.6 3 -
Critical Hdwy Stg 2 - - - - - - 3.6 3 - 3.6 3 -
Follow-up Hdwy 2.22 - - 2.22 - - 3.2 2.5 2.7 3.2 2.5 2.7 Pot Cap-1 Maneuver 314 - - 465 - - 108 129 785 86 129 666 Stage 1 - - - - - - 471 684 - 344 526 -
Stage 2 - - - - - - 632 526 - 739 684 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 313 - - 463 - - 102 123 778 81 123 660 Mov Cap-2 Maneuver - - - - - - 102 123 - 81 123 -
Stage 1 - - - - - - 467 679 - 341 504 -
Stage 2 - - - - - - 603 504 - 720 679 -
Approach EB WB NB SB
HCM Control Delay, s 0 0.1 17.2 32.7

HCM LOS C D
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 313 313 - - 463 - - 134
HCM Lane V/C Ratio 0.054 0.003 - - 0.037 - - 0.03
HCM Control Delay (s) 17.2 16.5 - - 13.1 - - 32.7
HCM Lane LOS C C - - B - - D
HCM 95th %tile Q(veh) 0.2 0 - - 0.1 - - 0.1

7.2-26

Page 1433 of 1452 ends

Lanes, Volumes, Timings GPBO (2045) With Project PM Peak Hour 3: Lear Av. & Cactus Dr.

Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\02 - GPBO.syn Urban Crossroads, Inc.

Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 211332
Future Volume (vph) 211332
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Link Speed (mph) 30 55 35
Link Distance (ft) 415 2063 288
Travel Time (s) 9.4 25.6 5.6
Confl. Peds. (#/hr) 5 5 5 5
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized

7.2-27

Page 1434 of 1452 ends

HCM 6th TWSC GPBO (2045) With Project PM Peak Hour
3: Lear Av. & Cactus Dr.

Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\02 - GPBO.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 2.8
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 2 11332
Future Vol, veh/h 2 11332
Conflicting Peds, #/hr 5 55005
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 2 11332
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 19 14 10 0 - 0
Stage 1 9 -----
Stage 2 10 -----
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 -----
Critical Hdwy Stg 2 5.42 -----
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 998 1066 1610 - - -
Stage 1 1014 -----
Stage 2 1013 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 987 1056 1602 - - -
Mov Cap-2 Maneuver 987 -----
Stage 1 1008 -----
Stage 2 1008 -----
Approach EB NB SB
HCM Control Delay, s 8.6 1.8 0

HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1602 - 1009 - -
HCM Lane V/C Ratio 0.001 - 0.003 - -
HCM Control Delay (s) 7.2 0 8.6 - -
HCM Lane LOS A A A - -
HCM 95th %tile Q(veh) 0 - 0 - -

7.2-28

Page 1435 of 1452 ends

Lanes, Volumes, Timings GPBO (2045) With Project PM Peak Hour 4: Sullivan Rd. & Lear Av.

Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\02 - GPBO.syn Urban Crossroads, Inc.

Lane Group EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 222222
Future Volume (vph) 222222
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Link Speed (mph) 30 30 55
Link Distance (ft) 460 644 2063
Travel Time (s) 10.5 14.6 25.6
Confl. Peds. (#/hr) 5 5 5 5
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

7.2-29

Page 1436 of 1452 ends

HCM 6th TWSC GPBO (2045) With Project PM Peak Hour
4: Sullivan Rd. & Lear Av.

Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\02 - GPBO.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 4
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 2 22222
Future Vol, veh/h 2 22222
Conflicting Peds, #/hr 5 00555
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 2 22222
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 9 0 - 0 19 13
Stage 1 - - - - 8 -
Stage 2 - - - - 11 -
Critical Hdwy 4.12 - - - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy 2.218 - - - 3.518 3.318
Pot Cap-1 Maneuver 1611 - - - 998 1067
Stage 1 - - - - 1015 -
Stage 2 - - - - 1012 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1603 - - - 987 1057
Mov Cap-2 Maneuver - - - - 987 -
Stage 1 - - - - 1009 -
Stage 2 - - - - 1007 -
Approach EB WB SB
HCM Control Delay, s 3.6 0 8.5

HCM LOS A
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1603 - - - 1021
HCM Lane V/C Ratio 0.001 - - - 0.004
HCM Control Delay (s) 7.2 0 - - 8.5
HCM Lane LOS A A - - A
HCM 95th %tile Q(veh) 0 - - - 0

7.2-30

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Lanes, Volumes, Timings GPBO (2045) With Project PM Peak Hour 5: Lear Av. & N. Project Access
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\02 - GPBO.syn Urban Crossroads, Inc.

Lane Group WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 2 29 3 2 31 3
Future Volume (vph) 2 29 3 2 31 3
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Link Speed (mph) 30 30 30
Link Distance (ft) 327 288 300
Travel Time (s) 7.4 6.5 6.8
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized

7.2-31
~---- V

Page 1438 of 1452 ends

HCM 6th TWSC GPBO (2045) With Project PM Peak Hour
5: Lear Av. & N. Project Access
Yonder 29 Palms Traffic Analysis Synchro 11 Report
F:\UXRjobs\_15600_16000\_15600\15631\Synchro\02 - GPBO.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 7
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 2 29 3 2 31 3
Future Vol, veh/h 2 29 3 2 31 3
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 22222
Mvmt Flow 2 32 3 2 34 3
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 75 40050
Stage 1 4 -----
Stage 2 71 -----
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 1 5.42 -----
Critical Hdwy Stg 2 5.42 -----
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 928 1080 - - 1616 -
Stage 1 1019 -----
Stage 2 952 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 909 1080 - - 1616 -
Mov Cap-2 Maneuver 909 -----
Stage 1 1019 -----
Stage 2 932 -----
Approach WB NB SB
HCM Control Delay, s 8.5 0 6.6

HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 1067 1616 -
HCM Lane V/C Ratio - - 0.032 0.021 -
HCM Control Delay (s) - - 8.5 7.3 0
HCM Lane LOS - - A A A
HCM 95th %tile Q(veh) - - 0.1 0.1 -

7.2-32

Page 1439 of 1452 ends

City of Twentynine Palms
Ofland Hotel Initial Study
I
APPENDIX I: VMT Screening
Available on the City of Twentynine Palms Website:
www.ci.twentynine-palms.ca.us

Page 1440 of 1452 ends

DATE: November 7, 2023
TO: Nicole Criste, Terra Nova Planning & Research, Inc.

FROM: John Kain and Marlie Whiteman, Urban Crossroads, Inc.

JOB NO: 15631-03 VMT.docx
YONDER 29 PALMS VEHICLE MILES TRAVELED (VMT) SCREENING

EVALUATION
Urban Crossroads, Inc. is pleased to submit the following Vehicle Miles Traveled (VMT) Screening Evaluation for the Yonder 29 Palms Development (Project), located on the southeast corner of Lear Avenue at Twentynine Palms Highway in the City of Twentynine Palms.

PROJECT OVERVIEW
The project consists of a 150-acre glamping resort with a total of 130 units.

Additional amenities include food & beverage space, and a main lodge that could host special events. The on-site facilities are connected via a pedestrian / golf cart trail network. Exhibit 1 depicts the project site plan.

Access to the site is provided via the one driveway connection to the extension of Lear Avenue at Cactus Drive, with a secondary access driveway connecting to the easterly extension of Sullivan Road.

VMT SCREENING
The California Environmental Quality Act (CEQA) requires all lead agencies to adopt VMT as the measure for identifying transportation impacts for land use projects.

To comply with CEQA, the City of Twentynine Palms adopted analytical procedures, screening tools, and impact thresholds for VMT, which are documented in their City of Twentynine Palms Planning Commission Resolution No. 20-07 (August 2020) (City Guidelines) (1). The adopted City Guidelines were used to prepare this VMT screening evaluation.

To aid in the transition to VMT as the impact criteria, the Governor’s Office of Planning and Research (OPR) released a Technical Advisory on Evaluating Transportation Impacts in CEQA (December 2018) (2).

Consistent with City Guidelines, projects should evaluate available screening criteria based on their location and project type to determine if a presumption of a less than significant transportation impact can be made. The Project Type Screening threshold was selected for review based on its applicability to the proposed Project.

URBAN CROSSROADS

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TWENTYNINE PALMS HIGHWAY

SHOSHONE VALLEY ROAD (UNMAINTAINED)
(R.O.W. DEDICATION REQUIRED)

SULLIVAN ROAD
(R.O.W. DEDICATION REQUIRED)

LEAR AVENUE (UNMAINTAINED)
(R.O.W. DEDICATION REQUIRED)
(E) PRIVATE WATER
500'
500' 550'
YONDER - 29 PALMS
29 PALMS, CA 92277

D RAWN BY
C
P

HECKED BY

R O JE C TNO

DATE I SS UE

BOUNDARY WORKS
1910 DIVISADERO ST #3
SAN FRANCISCO, CA 94115
415.203.5132
A0.01

SITE PLAN
######
WS

URBAN I CROSSROADS
~1
~I
o:: I
~ I N. PROJECT
ACCESS
Yonder 29 Palms Traffic Analysis
EXHIBIT 1: PRELIMINARY SITE PLAN
______ d \
--------------------------::=j
15631 - 01 - Scope.dwg Page 1442 of 1452
Nicole Criste, Terra Nova Planning & Research, Inc.

November 7, 2023

Page 3 of 3 ends

15631-03 VMT.docx

PROJECT TYPE SCREENING
The City Guidelines identify that local serving uses are presumed to have a less than significant impact absent substantial evidence to the contrary. Local serving uses can include hotels and resorts that primarily serve visitors to nearby attractions. The introduction of new local-serving projects has been determined to reduce VMT by shortening trips that will occur.

RESORT GLAMPING UNITS
It is reasonable to assume that the Project will provide lodging to visitors attracted to the area for nearby destinations and points of interest. The visitors from long distances will require overnight accommodations and this Project will serve that need.

The Project is located approximately 5 ½miles west of the Joshua Tree National Park Visitor Center located at 6533 Freedom Wy, Twentynine Palms, CA 92277 and 10 ½ miles northwest of the Joshua Tree National Park North Entrance Station. Visitors to these attractions essentially pass by the Project site inbound to their destination.

The official National Park Service website for Joshua Tree National Park (nps.gov/jotr) suggests visitors “enter the park through the North Entrance to save time. There is often a long entrance line at the West Entrance and no line at the North Entrance.” The Project is well-located for visitors to Joshua Tree National Park who wish to use the North Entrance or travelers who wish to visit the Sky’s The Limit Observatory and Nature Center.

Other regional destinations close to the Project include the Marine Air Ground Task Force Training Command and Marine Corps Air Ground Combat Center, as well as Mojave National Preserve, Amboy Crater, and Route 66.

FOOD & BEVERAGE, AND MAIN LODGE
On-site food & beverage spaces support the Project glamping units and provide a new local service for adjacent residents to accommodate their food and beverage needs. The main lodge could host special events. However, special events at this resort lodge are limited to a maximum of 75 people and would be focused on weekend or off-peak weekday timeframes when resort visitors are present. The provision of on-site guest services and lodge facilities shortens nondiscretionary trips by putting those goods and services closer to complimentary land uses, resulting in conditions which do not increase overall VMT.

The Project type screening criteria is met.

CONCLUSION
Based on the results of this evaluation, the Project satisfies the Project Type screening criteria and no further analysis is necessary.

If you have any questions, please contact us directly at [email protected] for John or [email protected] for Marlie.

URBAN I CROSSROADS

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15631-03 VMT.docx

REFERENCES

1. City of Twentynine Palms. Planning Commission Resolution 20-07. City of Twentynine Palms :
s.n., August 2020.

2. Governor's Office of Planning and Research (OPR). Technical Advisory on Evaluating Transportation Impacts in CEQA. December 2018.

URBAN I CROSSROADS

Page 1444 of 1452 ends

CITY OF TWENTYNINE PALMS

CITY COUNCIL
RESOLUTION NO. 25-__

A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF

TWENTYNINE PALMS, CALIFORNIA, APPROVING CONDITIONAL USE PERMIT NO. 24-000003 TO THE CITY COUNCIL
WHEREAS, on December 10, 2024, an application was received from NV5, Inc on behalf of Ohland Hotels, requesting approval of a General Plan Amendment 24-000002, Rezoning 25-000001, Development Code Amendment 25-000004, and Conditional Use Permit 24-000003 for the development of a luxury resort with 100 units and amenities including two lodges, pools and spas, recreational areas, playgrounds, food and beverage services, and 25 employee housing units. (to be built in two phases) located at the southeast corner of Highway 62 and Lear Avenue, Twentynine Palms, CA 92277, also identified as APN’s: 0614-121-15; and WHEREAS, the land use designation (zoning) for the subject property is presently Single-Family Residential - Estate (RS-E); and
WHEREAS, the applicant is proposing a General Plan Amendment and a Development Code Amendment to establish the Open Space – Conservation (OS-C) Zone; and WHEREAS, the applicant is proposing a General Plan Amendment to remove Shoshone Valley Road from the Circulation Element of the General Plan, and establish it as a local road; and
WHEREAS, the applicant is proposing a General Plan Amendment and a Rezoning to modify the land use district to Commercial Tourist (CT) and Open Space – Conservation (OSC); and WHEREAS, Pursuant to CEQA Guidelines, the City has reviewed and considered the proposed project and has determined that any potentially significant impacts can be mitigated to a less than significant level. The City has reviewed the Initial Study and proposes to adopt a Mitigated Negative Declaration for this project; and
WHEREAS, a Notice of Intent to adopt a Mitigated Negative Declaration was published on the City’s website and mailed to interested parties on May 14 2025, and was also part of the public hearing notices for the Planning Commission and City Council; and WHEREAS, the project is consistent with the applicable proposed General Plan designation and all applicable General Plan policies as well as with applicable zoning designation and regulations, with adherence to the recommended Conditions of Approval; and

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2 WHEREAS, the site can be adequately served by all required utilities and public services; and
WHEREAS, Public Hearing notice for the Planning Commission was published in the Desert Trail, a newspaper of record, on June 4, 2025; and WHEREAS, a notice was mailed to all property owners located within 600 feet of the project site on or before June 4, 2025 for the Planning Commission hearing; and WHEREAS, Public Hearing notice for the City Council was published in the Desert Trail, a newspaper of record, on July 2, 2025; and
WHEREAS, a notice was mailed to all property owners located within 600 feet of the project site on or before July 2, 2025 for the City Council hearing; and WHEREAS, in accordance with California Government Code Section 65350 et. Seq. and California Government Code Section 65853 et. seq., the Planning Commission held a public hearing pursuant to the notice required by law; and
WHEREAS, a Public Hearing was held by the Planning Commission on June 25, 2025, at which time the Commission adopted Planning Commission Resolution No. 25-07 General Plan Amendment 24-000002, Rezoning 25-000001, Development Code Amendment 25- 000004, and Conditional Use Permit 24-000003 located at the southwest corner of Twentynine Palms Highway and Lear Avenue, Twentynine Palms, CA 92277, also identified as APN’s:0614- 121-15: and
WHEREAS, in accordance with California Government Code Section 65350 et. Seq. and California Government Code Section 65853 et. seq., the City Council held a public hearing pursuant to the notice required by law; and
WHEREAS, with the City Council makes the following Findings:

A. That the proposed design and location of the conditional use and the conditions under which it will be operated are in accordance with the purpose of this Development Code, the zoning regulations applicable to the site, the City of Twentynine Palms General Plan, and other applicable development policies and standards of the City.

The area of the project proposed for development is located in the proposed Commercial-Tourist (CT) zoning district. The project as proposed is in compliance with the required setbacks for the zone, is under the maximum height limitation of 45 feet and is in conformance with the maximum lot coverage of 80%.

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3 B. That the proposed design and location of the conditional use and the conditions under which it will be operated will not be detrimental to the public health, safety or welfare, or materially injurious to uses, properties or improvements in the vicinity.

The project has been conditioned to install the appropriate street improvements, landscaping, parking and on-site retention. The project design allows access to all proposed structures and will result in a safe, well-designed facility.

C. That the proposed site is adequate in size and shape to accommodate the use and integrate it with the existing and planned uses in the vicinity.

The proposed project is located at the intersection of Twentynine Palms Highway and Lear Avenue and encompasses approximately 152 gross acres. The project has been conditioned to install the appropriate street improvements and dedications, landscaping, parking and on-site retention.

NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Twentynine Palms adopts City Council Resolution No. 25-, and in so doing adopts the Mitigated Negative Declaration for the approves Conditional Use Permit 24-000003 for the development of The development of a luxury resort with 100 units and amenities including two lodges, pools and spas, recreational areas, playgrounds, food and beverage services, and 25 employee housing units. (to be built in two phases) at the southeast corner of Twentynine Palms Highway and Lear Avenue, Twentynine Palms, CA 92277, subject to the attached Conditions of Approval, incorporated herein by reference as Attachment “A.”
APPROVED AND ADOPTED THIS 22nd DAY OF July, 2025.

AYES: COUNCIL MEMBERS:

NOES: COUNCIL MEMBERS:

ABSENT: COUNCIL MEMBERS:

ABSTAIN: COUNCIL MEMBERS:
________________________________________
Steven Vilderain, Chair
ATTEST:
_________________________________
Cindy Villescas, City Clerk

Page 1447 of 1452 ends

4 I hereby certify that the foregoing is a true copy of City Council Resolution No. 25-xx duly adopted by the City Council of the City of Twentynine Palms in a meeting held on the 22nd day of July, 2025, in the City of Twentynine Palms, California.

Dated this 22nd day of July, 2025.
________________________________________
Cindy Villescas, City Clerk

Page 1448 of 1452 ends

CITY OF TWENTYNINE PALMS

CITY COUNCIL
RESOLUTION NO. 25-__

A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF

TWENTYNINE PALMS, CALIFORNIA, ADOPTING GENERAL PLAN
AMENDMENT NO. 24-000002
WHEREAS, on December 10, 2024, an application was received from NV5, Inc on behalf of Ohland Hotels, requesting approval of a General Plan Amendment 24-000002, Rezoning 25-000001, Development Code Amendment 25-000004, and Conditional Use Permit 24-000003 for the development of a luxury resort with 100 units and amenities including two lodges, pools and spas, recreational areas, playgrounds, food and beverage services, and 25 employee housing units. (to be built in two phases) located at the southeast corner of Highway 62 and Lear Avenue, Twentynine Palms, CA 92277, also identified as APN’s: 0614-121-15; and WHEREAS, the land use designation (zoning) for the subject property is presently Single-Family Residential - Estate (RS-E); and
WHEREAS, the applicant is proposing a General Plan Amendment and a Development Code Amendment to establish the Open Space – Conservation (OS-C) Zone; and WHEREAS, the applicant is proposing a General Plan Amendment to remove Shoshone Valley Road from the Circulation Element of the General Plan, and establish it as a local road; and
WHEREAS, the applicant is proposing a General Plan Amendment and a Rezoning to modify the land use district to Commercial Tourist (CT) and Open Space – Conservation (OSC); and WHEREAS, Pursuant to CEQA Guidelines, the City has reviewed and considered the proposed project and has determined that any potentially significant impacts can be mitigated to a less than significant level. The City has reviewed the Initial Study and proposes to adopt a Mitigated Negative Declaration for this project; and
WHEREAS, a Notice of Intent to adopt a Mitigated Negative Declaration was published on the City’s website and mailed to interested parties on May 2025, and was also part of the public hearing notices for the Planning Commission and City Council; and WHEREAS, the project is consistent with the applicable proposed General Plan designation and all applicable General Plan policies as well as with applicable zoning designation and regulations, with adherence to the recommended Conditions of Approval; and

Page 1449 of 1452 ends

A. That the amendment will not adversely impact the existing community.

Given the open space buffers surrounding the area of the site proposed for development, and the mitigation measures introduced in the Mitigated Negative Declaration, this project will not adversely impact the existing community.

B. That the amendment is consistent with the intent of the vision, goals and policies of the General Plan as a whole.

Page 1450 of 1452 ends

3 This General Plan Amendment follows the implementation policies LU1.4 through LU1.7, and thus is consistent with the Vision of the General Plan.

C. That the amendment prescribes reasonable controls and standards for affected land uses to ensure compatibility and integrity of those uses with other established uses.

Given the open space buffers surrounding the area of the site proposed for development, it is intended to be as non-intrusive to the neighboring residential uses as possible.

D. That the amendment provides for the protection of the general health, safety and/or welfare of the community.

The project is installing needed infrastructure to the neighborhood, as well as installing a 500-800 foot wide open space buffer is intended to protect the general health and welfare of the community.

NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Twentynine Palms adopts City Council Resolution No. 25-, and in so doing adopts the Mitigated Negative Declaration for the project and General Plan Amendment 24-000002, removing Shoshone Valley Road from Twentynine Palms Highway to Sullivan Road from the General Plan Circulation Elem(OS-C) land use designation and modifying the land use designation of the subject site from Single Family Residential Estate (RS-E) to Tourist Commercial (C-T) and OSC.

APPROVED AND ADOPTED THIS 22th DAY OF July, 2025.

AYES: COUNCIL MEMBERS:

NOES: COUNCIL MEMBERS:

ABSENT: COUNCIL MEMBERS:

ABSTAIN: COUNCIL MEMBERS:
________________________________________
Steven Bilderain, Mayor
ATTEST:
_________________________________
Cindy Villescas, City Clerk

Page 1451 of 1452 ends

4 I hereby certify that the foregoing is a true copy of City Council Resolution No. 25-xx duly adopted by the City Council of the City of Twentynine Palms in a meeting held on the 22nd day of July 2025, in the City of Twentynine Palms, California.

Dated this 22nd day of July, 2025.
________________________________________
Cindy Villescas, City Clerk

Page 1452 of 1452 ends

Twentynine Palms City CouncilJuly 22, 2025

Twentynine Palms City Council
July 22, 2025