Agenda packet — San Jacinto City Council, February 4, 2025 (part 9 of 10)

4.1.r
Packet Pg. 1568 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1806 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 431.59 40.88 40.88 31.14 31.14 31.14 0.00 19.55 20.23 39.76 8.49 8.49 Movement LOS F D D C C C A B C D A A
d_A, Approach Delay [s/veh] 193.72 31.14 19.75 19.01
Approach LOS F C B B
d_I, Intersection Delay [s/veh] 49.81
Intersection LOS D
Intersection V/C 0.615
Other Modes
g_Walk,mi, Effective Walk Time [s] 10.0 0.0 15.0 0.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 35.56 0.00 31.26 0.00
I_p,int, Pedestrian LOS Score for Intersection 2.270 0.000 2.971 0.000 Crosswalk LOS B F C F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 866 866 360 604 d_b, Bicycle Delay [s] 14.46 14.46 30.27 21.92
I_b,int, Bicycle LOS Score for Intersection 2.234 1.566 2.467 2.248 Bicycle LOS B A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - 8 - - - - - - - - - - - -
Ring 1 1 2 - 4 - - - - - - - - - - - -
Sequence
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1569 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1807 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.870
Level Of Service: C
Delay (sec / veh): 30.6
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 2: Sanderson Avenue / Ramona Expressway
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Sanderson Avenue Sanderson Avenue Ramona Expressway Ramona Expressway Intersection Setup
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1570 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1808 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 101 648 22 762 1214 327 338 559 142 37 418 490 Total 15-Minute Volume [veh/h] 25 162 5 190 303 82 85 140 36 9 104 123 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 Total Hourly Volume [veh/h] 98 628 21 738 1176 317 328 542 138 36 405 475 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 98 628 21 738 1176 317 328 542 138 36 405 475 Name Sanderson Avenue Sanderson Avenue Ramona Expressway Ramona Expressway Volumes
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1571 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1809 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering 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 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No No No No No No No
Maximum Recall No No No No No No No No No No No No
Minimum Recall No No No No No No No No No No No No
l2, Clearance Lost Time [s] 2.7 5.0 5.0 2.7 5.0 5.0 2.7 5.0 5.0 2.7 5.0 5.0 l1, Start-Up Lost Time [s] 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 0 0 0 0 0 0 0 0 0 0
Walk [s] 0 7 7 0 7 7 0 7 7 0 7 7
Vehicle Extension [s] 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Split [s] 10 25 25 30 45 45 15 23 23 12 20 20
All red [s] 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Amber [s] 3.7 6.0 6.0 3.7 6.0 6.0 3.7 6.0 6.0 3.7 6.0 6.0 Maximum Green [s] 30 30 30 30 30 30 30 30 30 30 30 30
Minimum Green [s] 5 5 5 5 5 5 5 5 5 5 5 5
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups 2,3 6,7 4,5 1,8
Signal Group 5 2 2 1 6 6 7 4 4 3 8 8
Control Type Protecte Permiss Overlap Protecte Permiss Overlap Protecte Permiss Overlap Protecte Permiss Overlap Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1572 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1810 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 49.21 287.58 14.30 314.21 424.65 133.43 167.40 236.18 93.48 18.32 200.78 321.52 95th-Percentile Queue Length [veh/ln] 1.97 11.50 0.57 12.57 16.99 5.34 6.70 9.45 3.74 0.73 8.03 12.86 50th-Percentile Queue Length [ft/ln] 27.34 178.14 7.95 198.64 285.98 74.13 93.00 139.38 51.94 10.18 113.44 204.31 50th-Percentile Queue Length [veh/ln] 1.09 7.13 0.32 7.95 11.44 2.97 3.72 5.58 2.08 0.41 4.54 8.17 Critical Lane Group No Yes No Yes No No Yes No No No No Yes Lane Group LOS D D B C C A D C C D D C
d, Delay for Lane Group [s/veh] 41.74 38.00 19.30 34.01 26.68 9.04 41.16 33.17 20.67 43.03 39.67 22.23 X, volume / capacity 0.49 0.76 0.04 0.89 0.80 0.33 0.85 0.72 0.25 0.31 0.85 0.67 Lane Group Results
PF, progression 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 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.68 6.21 0.13 1.31 4.37 0.90 2.03 0.48 0.09 0.55 1.69 3.45 I, Upstream Filtering 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 k, delay calibration 0.04 0.50 0.50 0.04 0.50 0.50 0.04 0.04 0.04 0.04 0.04 0.36 d1, Uniform Delay [s] 41.06 31.79 19.17 32.69 22.31 8.14 39.13 32.69 20.58 42.47 37.98 18.78 c, Capacity [veh/h] 205 856 560 857 1527 987 397 776 564 118 489 736 s, saturation flow rate [veh/h] 3459 3560 1589 3459 3560 1589 3459 3560 1589 3459 3560 1589 (v / s)_i Volume / Saturation Flow Rate 0.03 0.18 0.01 0.22 0.34 0.21 0.10 0.16 0.09 0.01 0.12 0.31 g / C, Green / Cycle 0.06 0.24 0.35 0.25 0.43 0.62 0.11 0.22 0.36 0.03 0.14 0.46 g_i, Effective Green Time [s] 5 22 32 22 39 56 10 20 32 3 12 42 l2, Clearance Lost Time [s] 2.70 5.00 0.00 2.70 5.00 0.00 2.70 5.00 0.00 2.70 5.00 0.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.70 7.00 4.70 4.70 7.00 4.70 4.70 7.00 4.70 4.70 7.00 4.70 C, Cycle Length [s] 90 90 90 90 90 90 90 90 90 90 90 90 Lane Group L C R L C R L C R L C R
Lane Group Calculations
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1573 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1811 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 41.74 38.00 19.30 34.01 26.68 9.04 41.16 33.17 20.67 43.03 39.67 22.23 Movement LOS D D B C C A D C C D D C
d_A, Approach Delay [s/veh] 37.96 26.60 34.06 30.76
Approach LOS D C C C
d_I, Intersection Delay [s/veh] 30.64
Intersection LOS C
Intersection V/C 0.870
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 34.70 34.70 34.70 34.70
I_p,int, Pedestrian LOS Score for Intersection 2.895 3.120 2.856 2.912 Crosswalk LOS C C C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 400 844 355 289 d_b, Bicycle Delay [s] 28.83 15.04 30.45 32.96
I_b,int, Bicycle LOS Score for Intersection 2.196 3.460 2.417 2.339 Bicycle LOS B C B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1574 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1812 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.460
Level Of Service: B
Delay (sec / veh): 11.9
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 3: Sanderson Avenue / Ramona Boulevard
Intersection Level Of Service Report
Crosswalk No No No
Curb Present No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Thru Right Left Thru Left Right
Lane Configuration
Approach Northbound Southbound Westbound
Name Sanderson Avenue Sanderson Avenue Ramona Boulevard Intersection Setup
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1575 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1813 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0
Presence of On-Street Parking No No No No No No
Total Analysis Volume [veh/h] 673 48 253 1143 47 108
Total 15-Minute Volume [veh/h] 168 12 63 286 12 27
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9810 0.9810 0.9810 0.9810 0.9810 0.9810 Total Hourly Volume [veh/h] 660 47 248 1121 46 106
Right Turn on Red Volume [veh/h] 0 0 0 0 0 0
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 660 47 248 1121 46 106
Name Sanderson Avenue Sanderson Avenue Ramona Boulevard Volumes
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1576 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1814 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0
Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0
Pedestrian Recall No No No No
Maximum Recall No No No No
Minimum Recall No No No No
l2, Clearance Lost Time [s] 2.0 0.0 2.0 2.0 2.0 0.0
l1, Start-Up Lost Time [s] 2.0 0.0 2.0 2.0 2.0 0.0
Rest In Walk No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0
Pedestrian Clearance [s] 0 0 0 0 0 0
Walk [s] 0 0 0 0 0 0
Vehicle Extension [s] 3.0 0.0 3.0 3.0 3.0 0.0
Split [s] 24 0 54 78 12 0
All red [s] 1.0 0.0 1.0 1.0 1.0 0.0
Amber [s] 3.0 0.0 3.0 3.0 3.0 0.0
Maximum Green [s] 30 0 30 30 30 0
Minimum Green [s] 7 0 7 7 7 0
Lead / Lag - - Lead - Lead -
Auxiliary Signal Groups
Signal Group 6 0 5 2 7 0
Control Type Permissive Permissive Protected Permissive Permissive Permissive Phasing & Timing
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1577 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1815 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 132.02 16.32 245.57 64.81 45.40 119.34 95th-Percentile Queue Length [veh/ln] 5.28 0.65 9.82 2.59 1.82 4.77 50th-Percentile Queue Length [ft/ln] 73.35 9.06 146.37 36.01 25.22 66.30 50th-Percentile Queue Length [veh/ln] 2.93 0.36 5.85 1.44 1.01 2.65 Critical Lane Group Yes No Yes No No Yes
Lane Group LOSAADADD
d, Delay for Lane Group [s/veh] 8.72 7.08 43.21 2.46 39.56 49.03 X, volume / capacity 0.31 0.05 0.85 0.39 0.30 0.77
Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.37 0.10 6.79 0.39 1.07 8.82 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.11 0.50 0.11 0.11
d1, Uniform Delay [s] 8.35 6.99 36.42 2.07 38.49 40.20
c, Capacity [veh/h] 2179 973 297 2932 156 139
s, saturation flow rate [veh/h] 3560 1589 1781 3560 1781 1589 (v / s)_i Volume / Saturation Flow Rate 0.19 0.03 0.14 0.32 0.03 0.07 g / C, Green / Cycle 0.61 0.61 0.17 0.82 0.09 0.09
g_i, Effective Green Time [s] 55 55 15 7488
l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 90 90 90 90 90 90
Lane GroupCRLCLR
Lane Group Calculations
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1578 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1816 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 8.72 7.08 43.21 2.46 39.56 49.03 Movement LOSAADADD
d_A, Approach Delay [s/veh] 8.61 9.84 46.16
Approach LOSAAD
d_I, Intersection Delay [s/veh] 11.93
Intersection LOSB
Intersection V/C 0.460
Other Modes
g_Walk,mi, Effective Walk Time [s] 0.0 0.0 0.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 0.00 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 0.000 Crosswalk LOSFFF
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 444 1644 178 d_b, Bicycle Delay [s] 27.23 1.43 37.37
I_b,int, Bicycle LOS Score for Intersection 2.154 2.711 1.560 Bicycle LOSBBA
Ring 4----------------
Ring 3----------------
Ring 2567-------------
Ring 1-2--------------
Sequence
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1579 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1817 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.021
Level Of Service: B
Delay (sec / veh): 12.0
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 4: Ranch View Lane / Ramona Boulevard
Intersection Level Of Service Report
Crosswalk No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Right Thru Right Left Thru
Lane Configuration
Approach Northbound Eastbound Westbound
Name Ranch View Lane Ramona Boulevard Ramona Boulevard
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 11 8 296 17 6 177
Total 15-Minute Volume [veh/h] 3 2 74 4 2 44
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9420 0.9420 0.9420 0.9420 0.9420 0.9420 Total Hourly Volume [veh/h] 10 8 279 16 6 167
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 10 8 279 16 6 167
Name Ranch View Lane Ramona Boulevard Ramona Boulevard
Volumes
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1580 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1818 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Intersection LOS
B
d_I, Intersection Delay [s/veh] 0.50
Approach LOSBAA
d_A, Approach Delay [s/veh] 11.17 0.00 0.26
95th-Percentile Queue Length [ft/ln] 2.44 2.44 0.00 0.00 0.36 0.00 95th-Percentile Queue Length [veh/ln] 0.10 0.10 0.00 0.00 0.01 0.00 Movement LOSBBAAAA
d_M, Delay for Movement [s/veh] 11.96 10.09 0.00 0.00 7.90 0.00 V/C, Movement V/C Ratio 0.02 0.01 0.00 0.00 0.00 0.00
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median000
Two-Stage Gap Acceptance No
Storage Area [veh]000
Flared Lane No
Priority Scheme Stop Free Free
Intersection Settings
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1581 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1819 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.417
Level Of Service: B
Delay (sec / veh): 11.6
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 5: Potter Road / Ramona Expressway
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Potter Road Ramona Expressway Ramona Expressway Intersection Setup
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1582 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1820 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 158 4 34 7 7 2 3 1178 169 47 881 2 Total 15-Minute Volume [veh/h] 40 1 8 2 2 1 1 294 42 12 220 1 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9220 0.9220 0.9220 0.9220 0.9220 0.9220 0.9220 0.9220 0.9220 0.9220 0.9220 0.9220 Total Hourly Volume [veh/h] 146 4 31 6 6 2 3 1086 156 43 812 2 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 146 4 31 6 6 2 3 1086 156 43 812 2 Name Lyon Avenue Potter Road Ramona Expressway Ramona Expressway Volumes
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1583 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1821 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering 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 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No No No No
l2, Clearance Lost Time [s] 2.0 2.5 0.0 2.0 2.5 0.0 2.0 4.5 0.0 2.0 4.5 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 28 0 0 28 0 0 17 0 0 17 0
Walk [s] 0 7 0 0 10 0 0 7 0 0 7 0
Vehicle Extension [s] 2.0 3.0 0.0 4.0 3.0 0.0 2.0 4.0 0.0 2.0 4.0 0.0 Split [s] 17 48 0 12 43 0 9 31 0 9 31 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 3.0 3.5 0.0 3.0 3.5 0.0 3.0 5.5 0.0 3.0 5.5 0.0 Maximum Green [s] 30 30 0 30 30 0 30 30 0 30 30 0
Minimum Green [s] 5 6 0 5 6 0 5 6 0 5 6 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 100
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1584 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1822 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 179.82 39.53 12.36 9.52 2.69 4.36 159.19 61.79 56.18 95.92 0.57 95th-Percentile Queue Length [veh/ln] 7.19 1.58 0.49 0.38 0.11 0.17 6.37 2.47 2.25 3.84 0.02 50th-Percentile Queue Length [ft/ln] 99.90 21.96 6.86 5.29 1.50 2.42 88.44 34.33 31.21 53.29 0.32 50th-Percentile Queue Length [veh/ln] 4.00 0.88 0.27 0.21 0.06 0.10 3.54 1.37 1.25 2.13 0.01 Critical Lane Group Yes No No Yes No No Yes No Yes No No Lane Group LOSDDEDDEAADAA
d, Delay for Lane Group [s/veh] 47.44 41.08 70.98 54.27 50.47 59.53 8.15 7.09 52.87 6.17 4.97 X, volume / capacity 0.83 0.21 0.42 0.27 0.09 0.37 0.35 0.16 0.71 0.25 0.00 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 3.61 0.58 21.69 5.43 1.75 9.87 0.30 0.34 5.22 0.17 0.00 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.04 0.11 0.15 0.11 0.11 0.04 0.50 0.50 0.04 0.50 0.50 d1, Uniform Delay [s] 43.83 40.50 49.29 48.84 48.72 49.66 7.85 6.76 47.66 6.00 4.97 c, Capacity [veh/h] 190 179 17 26 228 3324 1037 66 3490 1089 s, saturation flow rate [veh/h] 1781 1615 1781 1870 1589 1781 5094 1589 1781 5094 1589 (v / s)_i Volume / Saturation Flow Rate 0.09 0.02 0.00 0.00 0.00 0.00 0.23 0.11 0.03 0.17 0.00 g / C, Green / Cycle 0.11 0.11 0.01 0.01 0.01 0.00 0.65 0.65 0.04 0.69 0.69 g_i, Effective Green Time [s] 11 111110 65 654 69 69
l2, Clearance Lost Time [s] 2.00 2.50 2.00 2.50 2.50 2.00 4.50 4.50 2.00 4.50 4.50 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.50 4.00 4.50 4.50 4.00 6.50 6.50 4.00 6.50 6.50 C, Cycle Length [s] 100 100 100 100 100 100 100 100 100 100 100 Lane GroupLCLCRLCRLCR
Lane Group Calculations
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1585 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1823 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 47.44 41.08 41.08 70.98 54.27 50.47 59.53 8.15 7.09 52.87 6.17 4.97 Movement LOS D D D E D D E A A D A A
d_A, Approach Delay [s/veh] 46.21 61.11 8.13 8.53
Approach LOS D E A A
d_I, Intersection Delay [s/veh] 11.62
Intersection LOS B
Intersection V/C 0.417
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 14.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 39.62 39.62 37.00 39.62
I_p,int, Pedestrian LOS Score for Intersection 2.081 2.142 3.019 2.992 Crosswalk LOS B B C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 870 770 490 490 d_b, Bicycle Delay [s] 15.98 18.93 28.52 28.52
I_b,int, Bicycle LOS Score for Intersection 1.883 1.586 2.302 2.071 Bicycle LOS A A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1586 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1824 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.449
Level Of Service: B
Delay (sec / veh): 12.3
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: All-way stop
Intersection 6: Lyon Avenue / Ramona Boulevard
Intersection Level Of Service Report
Crosswalk No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Lyon Avenue Ramona Boulevard Ramona Boulevard Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 44 140 13 26 207 24 21 172 121 26 128 21 Total 15-Minute Volume [veh/h] 11 35 3 7 52 6 5 43 30 7 32 5 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 Total Hourly Volume [veh/h] 40 128 12 24 189 22 19 157 110 24 117 19 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 40 128 12 24 189 22 19 157 110 24 117 19 Name Lyon Avenue Lyon Avenue Ramona Boulevard Ramona Boulevard Volumes
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1587 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1825 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Intersection LOS
B
Intersection Delay [s/veh] 12.27
Approach LOSBBBB
Approach Delay [s/veh] 11.18 14.32 11.21 12.39
95th-Percentile Queue Length [ft] 6.92 27.31 57.77 37.34 17.09 33.39 95th-Percentile Queue Length [veh] 0.28 1.09 2.31 1.49 0.68 1.34 Movement, Approach, & Intersection Results
Degree of Utilization, x 0.08 0.27 0.45 0.34 0.19 0.31
Capacity per Entry Lane [veh/h] 518 564 572 569 647 557 Lanes
Intersection Settings
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1588 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1826 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.416
Level Of Service: B
Delay (sec / veh): 10.0
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: All-way stop
Intersection 7: Lyon Avenue / De Anza Drive
Intersection Level Of Service Report
Crosswalk No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 45.00 45.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Thru Right Left Thru Left Right
Lane Configuration
Approach Northbound Southbound Westbound
Name Lyon Avenue Lyon Avenue De Anza Drive
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 192 78 92 238 51 34
Total 15-Minute Volume [veh/h] 48 19 23 60 13 9
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9280 0.9280 0.9280 0.9280 0.9280 0.9280 Total Hourly Volume [veh/h] 178 72 85 221 47 32
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 178 72 85 221 47 32
Name Lyon Avenue Lyon Avenue De Anza Drive
Volumes
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1589 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1827 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Intersection LOS
B
Intersection Delay [s/veh] 10.04
Approach LOSABA
Approach Delay [s/veh] 9.51 10.72 9.08
95th-Percentile Queue Length [ft] 35.97 51.54 7.42 3.84 95th-Percentile Queue Length [veh] 1.44 2.06 0.30 0.15
Movement, Approach, & Intersection Results
Degree of Utilization, x 0.33 0.42 0.09 0.05
Capacity per Entry Lane [veh/h] 822 794 564 696
Lanes
Intersection Settings
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1590 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1828 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.732
Level Of Service: E
Delay (sec / veh): 72.2
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 8: State Street / Ramona Expressway
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name State Street State Street Ramona Expressway Ramona Expressway Intersection Setup
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1591 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1829 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 367 485 77 205 432 63 119 676 373 133 461 175 Total 15-Minute Volume [veh/h] 92 121 19 51 108 16 30 169 93 33 115 44 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9860 0.9860 0.9860 0.9860 0.9860 0.9860 0.9860 0.9860 0.9860 0.9860 0.9860 0.9860 Total Hourly Volume [veh/h] 362 478 76 202 426 62 117 667 368 131 455 173 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 362 478 76 202 426 62 117 667 368 131 455 173 Name State Street State Street Ramona Expressway Ramona Expressway Volumes
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1592 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1830 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering 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 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No No No No
l2, Clearance Lost Time [s] 3.0 4.0 0.0 3.0 4.0 0.0 3.0 4.0 0.0 3.0 4.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 31 0 0 29 0 0 19 0 0 18 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
Vehicle Extension [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Split [s] 17 44 0 14 41 0 10 32 0 10 32 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 4.0 5.0 0.0 4.0 5.0 0.0 4.0 5.0 0.0 4.0 5.0 0.0 Maximum Green [s] 30 30 0 30 30 0 30 30 0 30 30 0
Minimum Green [s] 5 4 0 4 5 0 5 5 0 5 5 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 100
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1593 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1831 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 977.83 236.59 72.41 397.65 258.09 250.25 67.06 147.45 268.73 75.91 95.74 116.48 95th-Percentile Queue Length [veh/ln] 39.11 9.46 2.90 15.91 10.32 10.01 2.68 5.90 10.75 3.04 3.83 4.66 50th-Percentile Queue Length [ft/ln] 617.01 139.68 40.23 240.04 155.75 149.87 37.26 81.92 163.79 42.17 53.19 64.71 50th-Percentile Queue Length [veh/ln] 24.68 5.59 1.61 9.60 6.23 5.99 1.49 3.28 6.55 1.69 2.13 2.59 Critical Lane Group Yes No No No No Yes No No Yes Yes No No Lane Group LOS F D C F D D D B C D B B
d, Delay for Lane Group [s/veh] 369.74 38.84 34.91 170.90 43.88 44.09 48.41 17.72 22.39 49.40 16.78 17.76 X, volume / capacity 1.71 0.73 0.26 1.27 0.86 0.86 0.68 0.29 0.52 0.76 0.20 0.24 Lane Group Results
PF, progression 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 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 325.69 0.57 0.17 125.35 2.80 2.99 1.69 0.33 2.69 2.48 0.20 0.81 I, Upstream Filtering 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 k, delay calibration 0.16 0.04 0.04 0.04 0.04 0.04 0.04 0.50 0.50 0.04 0.50 0.50 d1, Uniform Delay [s] 44.05 38.27 34.74 45.54 41.08 41.10 46.72 17.39 19.71 46.92 16.58 16.95 c, Capacity [veh/h] 215 668 298 161 295 282 176 2298 717 176 2298 717 s, saturation flow rate [veh/h] 1781 3560 1589 1781 1870 1788 3459 5094 1589 3459 5094 1589 (v / s)_i Volume / Saturation Flow Rate 0.21 0.14 0.05 0.12 0.14 0.14 0.03 0.13 0.23 0.04 0.09 0.11 g / C, Green / Cycle 0.12 0.19 0.19 0.09 0.16 0.16 0.05 0.45 0.45 0.05 0.45 0.45 g_i, Effective Green Time [s] 12 19 19 9 16 16 5 45 45 5 45 45 l2, Clearance Lost Time [s] 3.00 4.00 4.00 3.00 4.00 4.00 3.00 4.00 4.00 3.00 4.00 4.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 5.00 6.00 6.00 5.00 6.00 6.00 5.00 6.00 6.00 5.00 6.00 6.00 C, Cycle Length [s] 100 100 100 100 100 100 100 100 100 100 100 100 Lane Group L C R L C C L C R L C R
Lane Group Calculations
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1594 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1832 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 369.74 38.84 34.91 170.90 43.97 44.09 48.41 17.72 22.39 49.40 16.78 17.76 Movement LOS F D C F D D D B C D B B
d_A, Approach Delay [s/veh] 169.24 81.15 22.34 22.64
Approach LOS F F C C
d_I, Intersection Delay [s/veh] 72.22
Intersection LOS E
Intersection V/C 0.732
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 39.65 39.65 39.65 39.65
I_p,int, Pedestrian LOS Score for Intersection 2.761 2.593 3.077 3.041 Crosswalk LOS C B C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 759 699 520 520 d_b, Bicycle Delay [s] 19.26 21.16 27.42 27.42
I_b,int, Bicycle LOS Score for Intersection 2.326 2.137 2.202 1.983 Bicycle LOS B B B A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1595 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1833 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.544
Level Of Service: C
Delay (sec / veh): 34.4
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 9: State Street / Ramona Boulevard
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name State Street State Street Ramona Boulevard Ramona Boulevard Intersection Setup
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1596 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1834 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 87 643 55 206 657 17 34 102 85 116 122 234 Total 15-Minute Volume [veh/h] 22 161 14 51 164 4 9 26 21 29 31 58 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 Total Hourly Volume [veh/h] 83 616 53 197 629 16 33 98 81 111 117 224 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 83 616 53 197 629 16 33 98 81 111 117 224 Name State Street State Street Ramona Boulevard Ramona Boulevard Volumes
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1597 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1835 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering 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 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No No No No
l2, Clearance Lost Time [s] 4.0 4.0 0.0 2.5 4.0 0.0 2.5 3.0 0.0 3.0 3.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 34 0 0 34 0 0 19 0 0 19 0
Walk [s] 0 10 0 0 10 0 0 10 0 0 10 0
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 22 50 0 22 50 0 10 34 0 14 38 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 5.0 5.0 0.0 3.5 5.0 0.0 3.5 4.0 0.0 4.0 4.0 0.0 Maximum Green [s] 30 30 0 30 30 0 30 30 0 30 30 0
Minimum Green [s] 5 8 0 5 8 0 5 6 0 5 6 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 5 2 0 1 6 0 7 4 0 3 8 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 120
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1598 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1836 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 132.31 257.85 252.70 275.01 219.20 217.76 54.51 133.23 111.46 180.54 149.22 299.74 95th-Percentile Queue Length [veh/ln] 5.29 10.31 10.11 11.00 8.77 8.71 2.18 5.33 4.46 7.22 5.97 11.99 50th-Percentile Queue Length [ft/ln] 73.51 155.57 151.70 168.55 126.85 125.79 30.28 74.02 61.92 100.30 82.90 187.47 50th-Percentile Queue Length [veh/ln] 2.94 6.22 6.07 6.74 5.07 5.03 1.21 2.96 2.48 4.01 3.32 7.50 Critical Lane Group No No Yes Yes No No Yes No No No No Yes Lane Group LOS E B B E B B E D D E D E
d, Delay for Lane Group [s/veh] 66.57 19.26 19.29 61.45 14.90 14.91 70.77 51.07 51.22 69.42 45.30 57.87 X, volume / capacity 0.78 0.37 0.37 0.88 0.32 0.32 0.65 0.47 0.46 0.86 0.39 0.88 Lane Group Results
PF, progression 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 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 11.10 1.13 1.17 10.23 0.81 0.82 13.08 1.55 1.75 14.54 0.79 9.08 I, Upstream Filtering 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 k, delay calibration 0.11 0.50 0.50 0.11 0.50 0.50 0.11 0.11 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 55.47 18.12 18.13 51.22 14.09 14.09 57.69 49.53 49.47 54.88 44.52 48.79 c, Capacity [veh/h] 112 945 919 234 1050 1041 52 219 186 135 313 266 s, saturation flow rate [veh/h] 1781 1870 1819 1781 1870 1853 1781 1870 1589 1781 1870 1589 (v / s)_i Volume / Saturation Flow Rate 0.05 0.19 0.19 0.12 0.18 0.18 0.02 0.05 0.05 0.07 0.07 0.15 g / C, Green / Cycle 0.06 0.51 0.51 0.13 0.56 0.56 0.03 0.12 0.12 0.08 0.17 0.17 g_i, Effective Green Time [s] 7 61 61 16 68 68 3 14 14 9 20 20 l2, Clearance Lost Time [s] 4.00 4.00 4.00 2.50 4.00 4.00 2.50 3.00 3.00 3.00 3.00 3.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 6.00 6.00 6.00 4.50 6.00 6.00 4.50 5.00 5.00 5.00 5.00 5.00 C, Cycle Length [s] 120 120 120 120 120 120 120 120 120 120 120 120 Lane Group L C C L C C L C R L C R
Lane Group Calculations
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1599 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1837 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 66.57 19.27 19.29 61.45 14.91 14.91 70.77 51.07 51.22 69.42 45.30 57.87 Movement LOS E B B E B B E D D E D E
d_A, Approach Delay [s/veh] 24.52 25.80 54.16 57.46
Approach LOS C C D E
d_I, Intersection Delay [s/veh] 34.37
Intersection LOS C
Intersection V/C 0.544
Other Modes
g_Walk,mi, Effective Walk Time [s] 14.0 14.0 14.0 14.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 46.84 46.84 46.84 46.84
I_p,int, Pedestrian LOS Score for Intersection 2.632 2.661 2.252 2.346 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 733 733 483 550 d_b, Bicycle Delay [s] 24.09 24.09 34.52 31.56
I_b,int, Bicycle LOS Score for Intersection 2.207 2.286 1.924 2.338 Bicycle LOS B B A B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1600 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1838 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.431
Level Of Service: D
Delay (sec / veh): 36.7
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 10: Tiger Lane / Ramona Boulevard
Intersection Level Of Service Report
Crosswalk No Yes Yes No
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Tiger Lane Tiger Lane Ramona Boulevard Ramona Boulevard Intersection Setup
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1601 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1839 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 14 1 10 69 0 80 63 433 16 15 423 44 Total 15-Minute Volume [veh/h] 3 0 3 17 0 20 16 108 4 4 106 11 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 Total Hourly Volume [veh/h] 12 1 9 60 0 69 55 375 14 13 367 38 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 12 1 9 60 0 69 55 375 14 13 367 38 Name Tiger Lane Tiger Lane Ramona Boulevard Ramona Boulevard Volumes
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1602 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1840 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering 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 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No No No No
l2, Clearance Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 0 0 19 0 0 0 0 0 13 0
Walk [s] 0 0 0 0 7 0 0 0 0 0 7 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 0 11 0 0 30 0 11 26 0 23 38 0
All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Maximum Green [s] 0 30 0 0 30 0 30 30 0 30 30 0
Minimum Green [s] 0 7 0 0 7 0 7 7 0 7 7 0
Lead / Lag - - - - - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 3 8 0 7 4 0
Control Type Split Split Split Split Split Split Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1603 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1841 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 19.87 56.39 67.05 66.59 354.25 16.98 412.62 95th-Percentile Queue Length [veh/ln] 0.79 2.26 2.68 2.66 14.17 0.68 16.50 50th-Percentile Queue Length [ft/ln] 11.04 31.33 37.25 36.99 229.91 9.43 276.32 50th-Percentile Queue Length [veh/ln] 0.44 1.25 1.49 1.48 9.20 0.38 11.05 Critical Lane Group Yes No Yes Yes No No Yes
Lane Group LOSCCCDCDD
d, Delay for Lane Group [s/veh] 26.71 27.89 28.66 45.40 32.49 47.23 42.33 X, volume / capacity 0.06 0.16 0.21 0.56 0.76 0.33 0.91 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.29 0.81 1.25 4.35 4.72 4.07 10.94 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.50 0.11 0.25 0.11 0.20 d1, Uniform Delay [s] 26.42 27.08 27.41 41.04 27.77 43.16 31.38 c, Capacity [veh/h] 409 428 382 112 588 46 514
s, saturation flow rate [veh/h] 1702 1781 1589 1781 1858 1781 1839 (v / s)_i Volume / Saturation Flow Rate 0.01 0.04 0.05 0.04 0.24 0.01 0.25 g / C, Green / Cycle 0.24 0.24 0.24 0.06 0.32 0.03 0.28 g_i, Effective Green Time [s] 22 22 226 282 25
l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 90 90 90 90 90 90 90
Lane GroupCLCLCLC
Lane Group Calculations
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1604 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1842 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 26.71 26.71 26.71 27.89 28.66 28.66 45.40 32.49 32.49 47.23 42.33 42.33 Movement LOS C C C C C C D C C D D D
d_A, Approach Delay [s/veh] 26.71 28.30 34.08 42.48
Approach LOS C C C D
d_I, Intersection Delay [s/veh] 36.65
Intersection LOS D
Intersection V/C 0.431
Other Modes
g_Walk,mi, Effective Walk Time [s] 0.0 11.0 11.0 0.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 0.00 34.72 34.72 0.00
I_p,int, Pedestrian LOS Score for Intersection 0.000 2.023 2.274 0.000 Crosswalk LOS F B B F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 155 577 488 755 d_b, Bicycle Delay [s] 38.32 22.80 25.73 17.46
I_b,int, Bicycle LOS Score for Intersection 1.601 1.805 2.404 2.355 Bicycle LOS A A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - - 7 8 - - - - - - - - - - - -
Ring 1 2 6 3 4 - - - - - - - - - - - -
Sequence
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1605 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1843 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.665
Level Of Service: C
Delay (sec / veh): 18.4
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: All-way stop
Intersection 11: Lyon Avenue / Cottonwood Avenue
Intersection Level Of Service Report
Crosswalk No Yes No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Lyon Avenue Cottonwood Avenue Cottonwood Avenue Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 29 142 36 29 198 63 62 287 43 17 239 15 Total 15-Minute Volume [veh/h] 7 35 9 7 49 16 16 72 11 4 60 4 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9510 0.9510 0.9510 0.9510 0.9510 0.9510 0.9510 0.9510 0.9510 0.9510 0.9510 0.9510 Total Hourly Volume [veh/h] 28 135 34 28 188 60 59 273 41 16 227 14 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 28 135 34 28 188 60 59 273 41 16 227 14 Name Lyon Avenue Lyon Avenue Cottonwood Avenue Cottonwood Avenue Volumes
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1606 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1844 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Intersection LOS
C
Intersection Delay [s/veh] 18.40
Approach LOSCBCC
Approach Delay [s/veh] 17.27 13.71 21.39 19.98
95th-Percentile Queue Length [ft] 57.93 5.10 49.11 9.91 11.62 120.83 86.76 95th-Percentile Queue Length [veh] 2.32 0.20 1.96 0.40 0.46 4.83 3.47 Movement, Approach, & Intersection Results
Degree of Utilization, x 0.45 0.06 0.41 0.12 0.14 0.67 0.57 Capacity per Entry Lane [veh/h] 457 453 485 536 458 496 478 Lanes
Intersection Settings
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1607 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1845 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.609
Level Of Service: D
Delay (sec / veh): 45.0
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 12: San Jacinto Avenue / Ramona Boulevard / Main Street Intersection Level Of Service Report
Crosswalk Yes Yes Yes
Curb Present No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left2 Left Thru Right Left Thru Right Right2 Left2 Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound
Name San Jacinto Avenue San Jacinto Avenue Main Street
Intersection Setup
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1608 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1846 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0
v_ci, Inbound Pedestrian Volume along the le 0 0 0
v_co, Outbound Pedestrian Volume along th 0 0 0
v_di, Inbound Pedestrian Volume crossing th 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No
Total Analysis Volume [veh/h] 14 293 218 32 8 224 38 1 0 18 78 15 Total 15-Minute Volume [veh/h] 3 73 55 8 2 56 10 0 0 5 20 4 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9440 0.9440 0.9440 0.9440 0.9440 0.9440 0.9440 0.9440 0.9440 0.9440 0.9440 0.9440 Total Hourly Volume [veh/h] 13 277 206 30 8 211 36 1 0 17 74 14 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 13 277 206 30 8 211 36 1 0 17 74 14 Name San Jacinto Avenue San Jacinto Avenue Main Street
Volumes
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1609 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1847 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering 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 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No
Maximum Recall No No No
Minimum Recall No No No
l2, Clearance Lost Time [s] 0.0 0.0 3.6 0.0 0.0 3.6 0.0 0.0 0.0 0.0 3.1 0.0 l1, Start-Up Lost Time [s] 0.0 0.0 2.0 0.0 0.0 2.0 0.0 0.0 0.0 0.0 2.0 0.0 Rest In Walk No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 14 0 0 19 0 0 0 0 14 0
Walk [s] 0 0 7 0 0 7 0 0 0 0 7 0
Vehicle Extension [s] 0.0 0.0 3.0 0.0 0.0 2.0 0.0 0.0 0.0 0.0 3.5 0.0 Split [s] 0 0 27 0 0 34 0 0 0 0 27 0
All red [s] 0.0 0.0 2.0 0.0 0.0 2.0 0.0 0.0 0.0 0.0 1.5 0.0 Amber [s] 0.0 0.0 3.6 0.0 0.0 3.6 0.0 0.0 0.0 0.0 3.6 0.0 Maximum Green [s] 0 0 30 0 0 30 0 0 0 0 30 0
Minimum Green [s] 0 0 5 0 0 5 0 0 0 0 5 0
Lead / Lag - - - - - - - - - - - -
Auxiliary Signal Groups
Signal Group 0 0 2 0 0 3 0 0 0 0 4 0
Control Type Split Split Split Split Split Split Split Split Permiss Permiss Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 125
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1610 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1848 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 277.08 226.28 349.42 155.52 95th-Percentile Queue Length [veh/ln] 11.08 9.05 13.98 6.22 50th-Percentile Queue Length [ft/ln] 170.13 132.05 226.12 86.40 50th-Percentile Queue Length [veh/ln] 6.81 5.28 9.04 3.46 Critical Lane Group Yes No Yes No
Lane Group LOSCCEE
d, Delay for Lane Group [s/veh] 27.49 25.87 59.94 55.19 X, volume / capacity 0.41 0.33 0.91 0.50
Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00
d2, Incremental Delay [s] 1.71 1.15 8.62 2.15
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00
k, delay calibration 0.50 0.50 0.09 0.13
d1, Uniform Delay [s] 25.78 24.71 51.33 53.04
c, Capacity [veh/h] 741 761 299 220
s, saturation flow rate [veh/h] 1781 1829 1821 1728
(v / s)_i Volume / Saturation Flow Rate 0.17 0.14 0.15 0.06 g / C, Green / Cycle 0.42 0.42 0.16 0.11
g_i, Effective Green Time [s] 52 52 21 14
l2, Clearance Lost Time [s] 3.60 3.60 3.60 3.10
l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 2.00 L, Total Lost Time per Cycle [s] 5.60 5.60 5.60 5.10
C, Cycle Length [s] 125 125 125 125
Lane GroupLCCC
Lane Group Calculations
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1611 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1849 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle LOS A B A
I_b,int, Bicycle LOS Score for Intersection 1.995 2.005 1.713 d_b, Bicycle Delay [s] 42.96 37.36 42.55
c_b, Capacity of the bicycle lane [bicycles/h] 342 454 350 s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 Crosswalk LOS B B A
I_p,int, Pedestrian LOS Score for Intersection 2.352 2.149 1.846 d_p, Pedestrian Delay [s] 52.02 52.02 52.02
M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0
Other Modes
Intersection V/C 0.609
Intersection LOS D
d_I, Intersection Delay [s/veh] 44.97
Approach LOS C E E
d_A, Approach Delay [s/veh] 26.76 59.94 55.19
Movement LOS C C C C E E E E E E E E
d_M, Delay for Movement [s/veh] 27.49 27.49 25.87 25.87 59.94 59.94 59.94 59.94 55.19 55.19 55.19 55.19 Movement, Approach, & Intersection Results
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1612 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1850 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Crosswalk Yes Yes
Curb Present No No
Grade [%] 0.00 0.00
Speed [mph] 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket00000000
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket00000000
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Right2 Left2 Left Thru Right Lane Configuration
Approach Westbound Southeastbound
Name Main Street Ramona Boulevard
Intersection Setup
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1613 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1851 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0
v_ci, Inbound Pedestrian Volume along the le 0 0
v_co, Outbound Pedestrian Volume along th 0 0
v_di, Inbound Pedestrian Volume crossing th 0 0
v_do, Outbound Pedestrian Volume crossing 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0
Presence of On-Street Parking No No No No
Total Analysis Volume [veh/h] 37 74 34 4 5 37 225 0
Total 15-Minute Volume [veh/h] 9 19 8 1 1 9 56 0
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9440 0.9440 0.9440 0.9440 0.9440 0.9440 0.9440 0.9440 Total Hourly Volume [veh/h] 35 70 32 4 5 35 212 0
Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0
Other Volume [veh/h] 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 35 70 32 4 5 35 212 0
Name Main Street Ramona Boulevard
Volumes
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1614 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1852 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Pedestrian Recall No No
Maximum Recall No No
Minimum Recall No No
l2, Clearance Lost Time [s] 0.0 3.1 0.0 0.0 0.0 0.0 3.6 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 0.0 0.0 2.0 0.0 Rest In Walk No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 14 0 0 0 0 24 0
Walk [s] 0 7 0 0 0 0 7 0
Vehicle Extension [s] 0.0 3.5 0.0 0.0 0.0 0.0 2.0 0.0
Split [s] 0 27 0 0 0 0 37 0
All red [s] 0.0 1.5 0.0 0.0 0.0 0.0 2.0 0.0
Amber [s] 0.0 3.6 0.0 0.0 0.0 0.0 3.6 0.0
Maximum Green [s] 0 30 0 0 0 0 30 0
Minimum Green [s] 0 5 0 0 0 0 5 0
Lead / Lag - - - - - - - -
Auxiliary Signal Groups
Signal Group 0 4 0 0 0 0 1 0
Control Type Permissive Permissive Permissive Permissive Split Split Split Split Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 125
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1615 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1853 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 212.55 52.88 290.45 95th-Percentile Queue Length [veh/ln] 8.50 2.12 11.62
50th-Percentile Queue Length [ft/ln] 121.99 29.38 180.33 50th-Percentile Queue Length [veh/ln] 4.88 1.18 7.21
Critical Lane Group Yes No Yes
Lane Group LOSEDE
d, Delay for Lane Group [s/veh] 59.34 47.89 56.91
X, volume / capacity 0.69 0.17 0.88
Lane Group Results
PF, progression factor 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00
d2, Incremental Delay [s] 4.77 0.12 3.89
I, Upstream Filtering Factor 1.00 1.00 1.00
k, delay calibration 0.13 0.04 0.04
d1, Uniform Delay [s] 54.57 47.76 53.02
c, Capacity [veh/h] 215 243 255
s, saturation flow rate [veh/h] 1659 1781 1870
(v / s)_i Volume / Saturation Flow Rate 0.09 0.02 0.12
g / C, Green / Cycle 0.11 0.14 0.14
g_i, Effective Green Time [s] 14 17 17
l2, Clearance Lost Time [s] 3.10 3.60 3.60
l1_p, Permitted Start-Up Lost Time [s] 2.00 0.00 0.00
L, Total Lost Time per Cycle [s] 5.10 5.60 5.60
C, Cycle Length [s] 125 125 125
Lane GroupCLC
Lane Group Calculations
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1616 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1854 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 59.34 59.34 59.34 59.34 47.89 47.89 56.91 56.91 Movement LOS E E E E D D E E
d_A, Approach Delay [s/veh] 59.34 55.49
Approach LOS E E
d_I, Intersection Delay [s/veh] 44.97
Intersection LOS D
Intersection V/C 0.609
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00
d_p, Pedestrian Delay [s] 52.02 52.02
I_p,int, Pedestrian LOS Score for Intersection 1.879 2.175 Crosswalk LOS A B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 350 502
d_b, Bicycle Delay [s] 42.55 35.07
I_b,int, Bicycle LOS Score for Intersection 1.799 1.939 Bicycle LOS A A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - - - - - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1617 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1855 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.486
Level Of Service: C
Delay (sec / veh): 24.5
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 13: Lyon Avenue / Esplande Avenue
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Lyon Avenue Esplande Avenue Esplande Avenue Intersection Setup
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1618 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1856 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 15 204 58 44 205 24 50 424 34 69 395 71 Total 15-Minute Volume [veh/h] 4 51 15 11 51 6 13 106 9 17 99 18 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 Total Hourly Volume [veh/h] 14 195 56 42 196 23 48 406 33 66 378 68 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 14 195 56 42 196 23 48 406 33 66 378 68 Name Lyon Avenue Lyon Avenue Esplande Avenue Esplande Avenue Volumes
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1619 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1857 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering 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 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall Yes No Yes No Yes No Yes No
l2, Clearance Lost Time [s] 2.5 3.3 0.0 2.5 3.3 0.0 2.5 3.3 0.0 2.5 3.3 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 21 0 0 21 0 0 21 0 0 21 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
Vehicle Extension [s] 1.5 3.0 0.0 1.5 3.0 0.0 1.5 3.0 0.0 1.5 3.0 0.0 Split [s] 10 36 0 10 36 0 10 34 0 10 34 0
All red [s] 0.5 1.0 0.0 0.5 1.0 0.0 0.5 1.0 0.0 0.5 1.0 0.0 Amber [s] 4.0 4.3 0.0 4.0 4.3 0.0 4.0 4.3 0.0 4.0 4.3 0.0 Maximum Green [s] 7 30 0 7 30 0 6 30 0 6 30 0
Minimum Green [s] 5 6 0 5 6 0 5 6 0 5 6 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1620 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1858 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 16.34 207.10 52.60 46.43 198.19 20.55 53.04 209.16 13.56 73.36 189.86 28.16 95th-Percentile Queue Length [veh/ln] 0.65 8.28 2.10 1.86 7.93 0.82 2.12 8.37 0.54 2.93 7.59 1.13 50th-Percentile Queue Length [ft/ln] 9.08 118.02 29.22 25.79 111.57 11.42 29.47 119.51 7.53 40.75 105.60 15.65 50th-Percentile Queue Length [veh/ln] 0.36 4.72 1.17 1.03 4.46 0.46 1.18 4.78 0.30 1.63 4.22 0.63 Critical Lane Group No Yes No Yes No No No Yes No Yes No No Lane Group LOS D D D D D C D B A D B A
d, Delay for Lane Group [s/veh] 47.76 43.89 35.63 46.86 39.35 32.84 47.36 12.43 8.98 47.61 11.54 8.88 X, volume / capacity 0.47 0.81 0.27 0.66 0.71 0.10 0.70 0.40 0.04 0.78 0.37 0.08 Lane Group Results
PF, progression 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 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 3.97 6.08 0.67 4.10 3.21 0.17 4.66 1.16 0.08 5.34 0.99 0.17 I, Upstream Filtering 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 k, delay calibration 0.04 0.11 0.11 0.04 0.11 0.11 0.04 0.50 0.50 0.04 0.50 0.50 d1, Uniform Delay [s] 43.79 37.81 34.96 42.76 36.14 32.67 42.69 11.27 8.90 42.27 10.55 8.71 c, Capacity [veh/h] 32 252 214 67 289 246 71 1047 890 89 1066 906 s, saturation flow rate [veh/h] 1781 1870 1589 1781 1870 1589 1781 1870 1589 1781 1870 1589 (v / s)_i Volume / Saturation Flow Rate 0.01 0.11 0.04 0.02 0.11 0.02 0.03 0.23 0.02 0.04 0.21 0.04 g / C, Green / Cycle 0.02 0.13 0.13 0.04 0.15 0.15 0.04 0.56 0.56 0.05 0.57 0.57 g_i, Effective Green Time [s] 2 12 12 3 14 14 4 50 50 4 51 51 l2, Clearance Lost Time [s] 2.50 3.30 3.30 2.50 3.30 3.30 2.50 3.30 3.30 2.50 3.30 3.30 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.50 5.30 5.30 4.50 5.30 5.30 4.50 5.30 5.30 4.50 5.30 5.30 C, Cycle Length [s] 90 90 90 90 90 90 90 90 90 90 90 90 Lane Group L C R L C R L C R L C R
Lane Group Calculations
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1621 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1859 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 47.76 43.89 35.63 46.86 39.35 32.84 47.36 12.43 8.98 47.61 11.54 8.88 Movement LOS D D D D D C D B A D B A
d_A, Approach Delay [s/veh] 42.37 39.99 15.64 15.84
Approach LOS D D B B
d_I, Intersection Delay [s/veh] 24.53
Intersection LOS C
Intersection V/C 0.486
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 34.68 34.68 34.68 34.68
I_p,int, Pedestrian LOS Score for Intersection 2.273 2.276 2.360 2.389 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 682 682 638 638 d_b, Bicycle Delay [s] 19.54 19.54 20.88 20.88
I_b,int, Bicycle LOS Score for Intersection 2.017 2.010 2.398 2.442 Bicycle LOS B B B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1622 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1860 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.476
Level Of Service: C
Delay (sec / veh): 30.8
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 14: Lyon Avenue / Florida Avenue
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Lyon Avenue Florida Avenue Florida Avenue Intersection Setup
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1623 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1861 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 79 191 91 83 190 96 93 888 41 107 861 65 Total 15-Minute Volume [veh/h] 20 48 23 21 47 24 23 222 10 27 215 16 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 Total Hourly Volume [veh/h] 77 185 88 80 184 93 90 860 40 104 834 63 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 77 185 88 80 184 93 90 860 40 104 834 63 Name Lyon Avenue Lyon Avenue Florida Avenue Florida Avenue Volumes
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1624 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1862 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering 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 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No No No No
l2, Clearance Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 23 0 0 21 0 0 16 0 0 19 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 0 34 0 0 34 0 22 45 0 11 34 0
All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Maximum Green [s] 0 30 0 0 30 0 30 30 0 30 30 0
Minimum Green [s] 0 7 0 0 7 0 7 7 0 7 7 0
Lead / Lag - - - - - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 3 8 0 7 4 0
Control Type Permiss Permiss Permiss Permiss Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1625 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1863 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 48.34 96.74 44.19 51.01 96.17 46.78 101.80 385.34 380.78 119.02 379.97 372.83 95th-Percentile Queue Length [veh/ln] 1.93 3.87 1.77 2.04 3.85 1.87 4.07 15.41 15.23 4.76 15.20 14.91 50th-Percentile Queue Length [ft/ln] 26.85 53.74 24.55 28.34 53.43 25.99 56.56 254.52 250.90 66.12 250.25 244.58 50th-Percentile Queue Length [veh/ln] 1.07 2.15 0.98 1.13 2.14 1.04 2.26 10.18 10.04 2.64 10.01 9.78 Critical Lane Group No Yes No No No No No No Yes Yes No No Lane Group LOS B B B B B B D D D D C D
d, Delay for Lane Group [s/veh] 16.92 12.85 12.07 17.03 12.84 12.12 48.34 36.20 36.28 49.77 34.99 35.10 X, volume / capacity 0.15 0.20 0.11 0.15 0.20 0.12 0.72 0.88 0.88 0.78 0.86 0.86 Lane Group Results
PF, progression 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 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.57 0.49 0.29 0.60 0.48 0.31 7.43 5.55 5.63 8.98 4.77 4.88 I, Upstream Filtering 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 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 0.11 0.13 0.13 0.11 0.12 0.12 d1, Uniform Delay [s] 16.35 12.37 11.78 16.43 12.36 11.82 40.91 30.65 30.65 40.79 30.22 30.22 c, Capacity [veh/h] 539 942 800 540 942 800 129 535 526 138 544 531 s, saturation flow rate [veh/h] 1093 1870 1589 1097 1870 1589 1781 1870 1841 1781 1870 1824 (v / s)_i Volume / Saturation Flow Rate 0.07 0.10 0.06 0.08 0.10 0.06 0.05 0.25 0.25 0.06 0.25 0.25 g / C, Green / Cycle 0.50 0.50 0.50 0.50 0.50 0.50 0.07 0.29 0.29 0.08 0.29 0.29 g_i, Effective Green Time [s] 45 45 45 45 45 45 6 26 26 7 26 26 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 2.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 90 90 90 90 90 90 90 90 90 90 90 90 Lane Group L C R L C R L C C L C C
Lane Group Calculations
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1626 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1864 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 16.92 12.85 12.07 17.03 12.84 12.12 48.34 36.24 36.28 49.77 35.04 35.10 Movement LOS B B B B B B D D D D D D
d_A, Approach Delay [s/veh] 13.54 13.60 37.34 36.57
Approach LOS B B D D
d_I, Intersection Delay [s/veh] 30.82
Intersection LOS C
Intersection V/C 0.476
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 34.70 34.70 34.70 34.70
I_p,int, Pedestrian LOS Score for Intersection 2.301 2.306 2.813 2.826 Crosswalk LOS B B C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 666 666 911 666 d_b, Bicycle Delay [s] 20.02 20.02 13.36 20.02
I_b,int, Bicycle LOS Score for Intersection 2.155 2.168 2.403 2.412 Bicycle LOS B B B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - 6 7 8 - - - - - - - - - - - -
Ring 1 - 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1627 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1865 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Appendix D
Background Without Project Conditions
Intersection Analysis Worksheets

4.1.r
Packet Pg. 1628 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1866 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.826
Level Of Service: C
Delay (sec / veh): 31.8
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 1: Warren Road / Ramona Expressway
Intersection Level Of Service Report
Crosswalk Yes No Yes No
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Warren Road Warren Road Ramona Expressway Ramona Expressway Intersection Setup
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1629 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1867 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 397 1 359 0 1 0 1 982 541 197 910 0 Total 15-Minute Volume [veh/h] 99 0 90 0 0 0 0 245 135 49 228 0 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9810 0.9810 0.9810 0.9810 0.9810 0.9810 0.9810 0.9810 0.9810 0.9810 0.9810 0.9810 Total Hourly Volume [veh/h] 389 1 352 0 1 0 1 963 531 193 893 0 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 389 1 352 0 1 0 1 963 531 193 893 0 Name Warren Road Warren Road Ramona Expressway Ramona Expressway Volumes
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1630 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1868 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering 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 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No No No No
l2, Clearance Lost Time [s] 0.0 4.0 0.0 0.0 4.0 0.0 2.6 5.8 0.0 2.6 5.8 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 0 0 14 0 0 8 0 0 0 0
Walk [s] 0 0 0 0 11 0 0 6 0 0 0 0
Vehicle Extension [s] 0.0 2.5 0.0 0.0 2.5 0.0 1.5 3.0 0.0 1.5 3.0 0.0 Split [s] 0 52 0 0 52 0 10 33 0 20 43 0
All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 1.0 2.0 0.0 1.0 2.0 0.0 Amber [s] 0.0 5.0 0.0 0.0 5.0 0.0 3.6 5.8 0.0 3.6 5.8 0.0 Maximum Green [s] 0 30 0 0 30 0 30 30 0 30 30 0
Minimum Green [s] 0 6 0 0 6 0 5 8 0 5 8 0
Lead / Lag - - - - - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 0 8 0 0 4 0 5 2 0 1 6 0
Control Type Permiss Permiss Permiss Permiss Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 105
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1631 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1869 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 391.85 326.75 0.79 1.69 399.12 525.95 224.90 288.21 288.21 95th-Percentile Queue Length [veh/ln] 15.67 13.07 0.03 0.07 15.96 21.04 9.00 11.53 11.53 50th-Percentile Queue Length [ft/ln] 259.70 208.38 0.44 0.94 265.50 368.54 131.03 178.61 178.61 50th-Percentile Queue Length [veh/ln] 10.39 8.34 0.02 0.04 10.62 14.74 5.24 7.14 7.14 Critical Lane Group Yes No No No No Yes Yes No No
Lane Group LOSDCCECDDBB
d, Delay for Lane Group [s/veh] 41.27 34.59 25.44 61.57 29.68 44.26 48.77 17.74 17.74 X, volume / capacity 0.84 0.74 0.00 0.23 0.70 0.87 0.87 0.47 0.47 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 5.84 1.71 0.00 9.29 2.96 14.93 3.85 1.63 1.63 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.15 0.08 0.08 0.04 0.50 0.50 0.04 0.50 0.50 d1, Uniform Delay [s] 35.43 32.87 25.44 52.28 26.71 29.33 44.92 16.11 16.11 c, Capacity [veh/h] 471 484 6034 1399 625 227 969 969
s, saturation flow rate [veh/h] 1416 1590 1870 1781 3560 1589 1781 1870 1870 (v / s)_i Volume / Saturation Flow Rate 0.28 0.23 0.00 0.00 0.28 0.34 0.11 0.24 0.24 g / C, Green / Cycle 0.30 0.30 0.30 0.00 0.39 0.39 0.13 0.52 0.52 g_i, Effective Green Time [s] 32 32 320 41 41 13 54 54
l2, Clearance Lost Time [s] 4.00 4.00 4.00 2.60 5.80 5.80 2.60 5.80 5.80 l1_p, Permitted Start-Up Lost Time [s] 2.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 6.00 6.00 6.00 4.60 7.80 7.80 4.60 7.80 7.80 C, Cycle Length [s] 105 105 105 105 105 105 105 105 105 Lane GroupLCCLCRLCC
Lane Group Calculations
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1632 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1870 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 41.27 34.59 34.59 25.44 25.44 25.44 61.57 29.68 44.26 48.77 17.74 17.74 Movement LOS D C C C C C E C D D B B
d_A, Approach Delay [s/veh] 38.09 25.44 34.87 23.26
Approach LOS D C C C
d_I, Intersection Delay [s/veh] 31.80
Intersection LOS C
Intersection V/C 0.826
Other Modes
g_Walk,mi, Effective Walk Time [s] 10.0 0.0 15.0 0.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 42.98 0.00 38.57 0.00
I_p,int, Pedestrian LOS Score for Intersection 2.435 0.000 3.481 0.000 Crosswalk LOS B F C F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 876 876 480 670 d_b, Bicycle Delay [s] 16.58 16.58 30.33 23.20
I_b,int, Bicycle LOS Score for Intersection 2.809 1.561 2.817 2.473 Bicycle LOS C A C B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - 8 - - - - - - - - - - - -
Ring 1 1 2 - 4 - - - - - - - - - - - -
Sequence
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1633 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1871 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.910
Level Of Service: E
Delay (sec / veh): 71.6
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 2: Sanderson Avenue / Ramona Expressway
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Sanderson Avenue Sanderson Avenue Ramona Expressway Ramona Expressway Intersection Setup
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1634 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1872 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 231 898 140 637 1416 276 381 398 454 951 672 487 Total 15-Minute Volume [veh/h] 58 224 35 159 354 69 95 100 113 238 168 122 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9890 0.9890 0.9890 0.9890 0.9890 0.9890 0.9890 0.9890 0.9890 0.9890 0.9890 0.9890 Total Hourly Volume [veh/h] 228 888 138 630 1400 273 377 394 449 941 665 482 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 228 888 138 630 1400 273 377 394 449 941 665 482 Name Sanderson Avenue Sanderson Avenue Ramona Expressway Ramona Expressway Volumes
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1635 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1873 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering 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 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No No No No No No No
Maximum Recall No No No No No No No No No No No No
Minimum Recall No No No No No No No No No No No No
l2, Clearance Lost Time [s] 2.7 5.0 5.0 2.7 5.0 5.0 2.7 5.0 5.0 2.7 5.0 5.0 l1, Start-Up Lost Time [s] 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 0 0 0 0 0 0 0 0 0 0
Walk [s] 0 7 7 0 7 7 0 7 7 0 7 7
Vehicle Extension [s] 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Split [s] 12 34 34 25 47 47 18 20 20 31 33 33
All red [s] 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Amber [s] 3.7 6.0 6.0 3.7 6.0 6.0 3.7 6.0 6.0 3.7 6.0 6.0 Maximum Green [s] 30 30 30 30 30 30 30 30 30 30 30 30
Minimum Green [s] 5 5 5 5 5 5 5 5 5 5 5 5
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups 2,3 6,7 4,5 1,8
Signal Group 5 2 2 1 6 6 7 4 4 3 8 8
Control Type Protecte Permiss Overlap Protecte Permiss Overlap Protecte Permiss Overlap Protecte Permiss Overlap Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 110
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1636 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1874 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 162.63 575.90 79.72 362.01 933.01 174.47 227.37 241.22 748.51 707.19 334.55 377.13 95th-Percentile Queue Length [veh/ln] 6.51 23.04 3.19 14.48 37.32 6.98 9.09 9.65 29.94 28.29 13.38 15.09 50th-Percentile Queue Length [ft/ln] 90.35 403.89 44.29 236.03 666.60 96.93 132.86 143.12 507.86 475.90 214.46 248.00 50th-Percentile Queue Length [veh/ln] 3.61 16.16 1.77 9.44 26.66 3.88 5.31 5.72 20.31 19.04 8.58 9.92 Critical Lane Group No No No No Yes No No No Yes Yes No No Lane Group LOS E F B D F B D D F F D C
d, Delay for Lane Group [s/veh] 64.80 77.40 12.68 54.25 89.43 14.51 50.81 53.94 130.16 111.46 40.56 25.27 X, volume / capacity 0.98 1.02 0.16 1.00 1.09 0.32 0.90 0.95 1.15 1.15 0.81 0.63 Lane Group Results
PF, progression 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 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 13.47 35.88 0.39 9.35 54.37 0.95 3.03 5.57 88.74 69.49 0.71 3.99 I, Upstream Filtering 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 k, delay calibration 0.04 0.50 0.50 0.04 0.50 0.50 0.04 0.04 0.41 0.04 0.04 0.50 d1, Uniform Delay [s] 51.34 41.52 12.29 44.91 35.07 13.56 47.78 48.36 41.43 41.97 39.85 21.28 c, Capacity [veh/h] 235 879 873 639 1296 873 421 418 395 826 834 767 s, saturation flow rate [veh/h] 3459 3560 1589 3459 3560 1589 3459 3560 1589 3459 3560 1589 (v / s)_i Volume / Saturation Flow Rate 0.07 0.25 0.09 0.18 0.40 0.17 0.11 0.11 0.29 0.27 0.19 0.31 g / C, Green / Cycle 0.07 0.25 0.55 0.18 0.36 0.55 0.12 0.12 0.25 0.24 0.24 0.48 g_i, Effective Green Time [s] 7 27 60 20 40 60 13 13 27 26 26 53 l2, Clearance Lost Time [s] 2.70 5.00 0.00 2.70 5.00 0.00 2.70 5.00 0.00 2.70 5.00 0.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.70 7.00 4.70 4.70 7.00 4.70 4.70 7.00 4.70 4.70 7.00 4.70 C, Cycle Length [s] 110 110 110 110 110 110 110 110 110 110 110 110 Lane Group L C R L C R L C R L C R
Lane Group Calculations
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1637 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1875 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 64.80 77.40 12.68 54.25 89.43 14.51 50.81 53.94 130.16 111.46 40.56 25.27 Movement LOS E F B D F B D D F F D C
d_A, Approach Delay [s/veh] 67.96 70.93 81.04 68.98
Approach LOS E E F E
d_I, Intersection Delay [s/veh] 71.59
Intersection LOS E
Intersection V/C 0.910
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 44.61 44.61 44.61 44.61
I_p,int, Pedestrian LOS Score for Intersection 3.173 3.174 2.939 3.061 Crosswalk LOS C C C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 490 726 236 472 d_b, Bicycle Delay [s] 31.37 22.33 42.83 32.13
I_b,int, Bicycle LOS Score for Intersection 2.607 3.481 2.577 3.300 Bicycle LOS B C B C
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1638 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1876 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 1.101
Level Of Service: D
Delay (sec / veh): 38.7
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 3: Sanderson Avenue / Ramona Boulevard
Intersection Level Of Service Report
Crosswalk No No No
Curb Present No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Thru Right Left Thru Left Right
Lane Configuration
Approach Northbound Southbound Westbound
Name Sanderson Avenue Sanderson Avenue Ramona Boulevard Intersection Setup
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1639 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1877 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0
Presence of On-Street Parking No No No No No No
Total Analysis Volume [veh/h] 1202 82 103 3159 90 165
Total 15-Minute Volume [veh/h] 300 21 26 790 22 41
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9260 0.9260 0.9260 0.9260 0.9260 0.9260 Total Hourly Volume [veh/h] 1113 76 95 2925 83 153
Right Turn on Red Volume [veh/h] 0 0 0 0 0 0
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 1113 76 95 2925 83 153
Name Sanderson Avenue Sanderson Avenue Ramona Boulevard Volumes
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1640 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1878 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0
Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0
Pedestrian Recall No No No No
Maximum Recall No No No No
Minimum Recall No No No No
l2, Clearance Lost Time [s] 2.0 0.0 2.0 2.0 2.0 0.0
l1, Start-Up Lost Time [s] 2.0 0.0 2.0 2.0 2.0 0.0
Rest In Walk No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0
Pedestrian Clearance [s] 0 0 0 0 0 0
Walk [s] 0 0 0 0 0 0
Vehicle Extension [s] 3.0 0.0 3.0 3.0 3.0 0.0
Split [s] 41 0 63 104 16 0
All red [s] 1.0 0.0 1.0 1.0 1.0 0.0
Amber [s] 3.0 0.0 3.0 3.0 3.0 0.0
Maximum Green [s] 30 0 30 30 30 0
Minimum Green [s] 7 0 7 7 7 0
Lead / Lag - - Lead - Lead -
Auxiliary Signal Groups
Signal Group 6 0 5 2 7 0
Control Type Permissive Permissive Protected Permissive Permissive Permissive Phasing & Timing
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 120
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1641 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1879 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 245.82 25.93 154.39 1308.71 120.51 276.61 95th-Percentile Queue Length [veh/ln] 9.83 1.04 6.18 52.35 4.82 11.06 50th-Percentile Queue Length [ft/ln] 146.55 14.41 85.77 976.58 66.95 167.07 50th-Percentile Queue Length [veh/ln] 5.86 0.58 3.43 39.06 2.68 6.68 Critical Lane Group No No No Yes No Yes
Lane Group LOSAAEFDF
d, Delay for Lane Group [s/veh] 7.37 4.85 64.89 47.16 53.32 96.37 X, volume / capacity 0.46 0.07 0.79 1.07 0.50 1.03
Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.60 0.12 10.20 37.14 2.19 42.41 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.11 0.50 0.11 0.11
d1, Uniform Delay [s] 6.77 4.73 54.69 10.02 51.14 53.96 c, Capacity [veh/h] 2587 1155 130 2966 179 159
s, saturation flow rate [veh/h] 3560 1589 1781 3560 1781 1589 (v / s)_i Volume / Saturation Flow Rate 0.34 0.05 0.06 0.89 0.05 0.10 g / C, Green / Cycle 0.73 0.73 0.07 0.83 0.10 0.10
g_i, Effective Green Time [s] 87 879 100 12 12
l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 120 120 120 120 120 120
Lane GroupCRLCLR
Lane Group Calculations
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1642 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1880 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 7.37 4.85 64.89 47.16 53.32 96.37 Movement LOSAAEFDF
d_A, Approach Delay [s/veh] 7.21 47.72 81.18
Approach LOSADF
d_I, Intersection Delay [s/veh] 38.66
Intersection LOSD
Intersection V/C 1.101
Other Modes
g_Walk,mi, Effective Walk Time [s] 0.0 0.0 0.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 0.00 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 0.000 Crosswalk LOSFFF
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 617 1667 200 d_b, Bicycle Delay [s] 28.70 1.66 48.59
I_b,int, Bicycle LOS Score for Intersection 2.619 4.251 1.560 Bicycle LOSBEA
Ring 4----------------
Ring 3----------------
Ring 2567-------------
Ring 1-2--------------
Sequence
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1643 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1881 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.031
Level Of Service: B
Delay (sec / veh): 12.2
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 4: Ranch View Lane / Ramona Boulevard
Intersection Level Of Service Report
Crosswalk No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Right Thru Right Left Thru
Lane Configuration
Approach Northbound Eastbound Westbound
Name Ranch View Lane Ramona Boulevard Ramona Boulevard
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 16 12 272 6 3 235
Total 15-Minute Volume [veh/h] 4 3 68 2 1 59
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9350 0.9350 0.9350 0.9350 0.9350 0.9350 Total Hourly Volume [veh/h] 15 11 254 6 3 220
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 15 11 254 6 3 220
Name Ranch View Lane Ramona Boulevard Ramona Boulevard
Volumes
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1644 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1882 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Intersection LOS
B
d_I, Intersection Delay [s/veh] 0.62
Approach LOSBAA
d_A, Approach Delay [s/veh] 11.28 0.00 0.10
95th-Percentile Queue Length [ft/ln] 3.66 3.66 0.00 0.00 0.18 0.00 95th-Percentile Queue Length [veh/ln] 0.15 0.15 0.00 0.00 0.01 0.00 Movement LOSBBAAAA
d_M, Delay for Movement [s/veh] 12.24 10.01 0.00 0.00 7.81 0.00 V/C, Movement V/C Ratio 0.03 0.02 0.00 0.00 0.00 0.00
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median000
Two-Stage Gap Acceptance No
Storage Area [veh]000
Flared Lane No
Priority Scheme Stop Free Free
Intersection Settings
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1645 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1883 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.717
Level Of Service: B
Delay (sec / veh): 19.3
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 5: Potter Road / Ramona Expressway
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Potter Road Ramona Expressway Ramona Expressway Intersection Setup
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1646 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1884 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 297 9 150 4 3 8 2 1208 180 80 2239 8 Total 15-Minute Volume [veh/h] 74 2 38 1 1 2 1 302 45 20 560 2 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 Total Hourly Volume [veh/h] 271 8 137 4 3 7 2 1102 164 73 2042 7 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 271 8 137 4 3 7 2 1102 164 73 2042 7 Name Lyon Avenue Potter Road Ramona Expressway Ramona Expressway Volumes
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1647 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1885 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering 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 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No No No No
l2, Clearance Lost Time [s] 2.0 2.5 0.0 2.0 2.5 0.0 2.0 4.5 0.0 2.0 4.5 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 28 0 0 28 0 0 17 0 0 17 0
Walk [s] 0 7 0 0 10 0 0 7 0 0 7 0
Vehicle Extension [s] 2.0 3.0 0.0 4.0 3.0 0.0 2.0 4.0 0.0 2.0 4.0 0.0 Split [s] 23 57 0 9 43 0 9 34 0 10 35 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 3.0 3.5 0.0 3.0 3.5 0.0 3.0 5.5 0.0 3.0 5.5 0.0 Maximum Green [s] 30 30 0 30 30 0 30 30 0 30 30 0
Minimum Green [s] 5 6 0 5 6 0 5 6 0 5 6 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 110
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1648 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1886 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 361.20 181.12 8.49 4.19 11.90 3.23 227.34 95.39 105.31 422.95 3.17 95th-Percentile Queue Length [veh/ln] 14.45 7.24 0.34 0.17 0.48 0.13 9.09 3.82 4.21 16.92 0.13 50th-Percentile Queue Length [ft/ln] 235.39 100.62 4.72 2.33 6.61 1.80 132.84 53.00 58.50 284.62 1.76 50th-Percentile Queue Length [veh/ln] 9.42 4.02 0.19 0.09 0.26 0.07 5.31 2.12 2.34 11.38 0.07 Critical Lane Group Yes No No No Yes Yes No No No Yes No Lane Group LOSEDEDEEBBEBA
d, Delay for Lane Group [s/veh] 61.92 42.32 79.64 54.65 59.75 63.61 12.99 11.29 57.35 14.40 7.42 X, volume / capacity 0.96 0.54 0.36 0.10 0.30 0.30 0.41 0.19 0.81 0.69 0.01 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 16.72 1.55 25.15 1.33 6.24 8.91 0.42 0.47 5.91 1.25 0.01 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.15 0.11 0.11 0.04 0.50 0.50 0.04 0.50 0.50 d1, Uniform Delay [s] 45.20 40.77 54.49 53.32 53.51 54.70 12.58 10.82 51.44 13.15 7.41 c, Capacity [veh/h] 308 294 11 31 267 2967 926 99 3230 1008 s, saturation flow rate [veh/h] 1781 1603 1781 1870 1589 1781 5094 1589 1781 5094 1589 (v / s)_i Volume / Saturation Flow Rate 0.17 0.10 0.00 0.00 0.01 0.00 0.24 0.11 0.04 0.44 0.01 g / C, Green / Cycle 0.17 0.18 0.01 0.02 0.02 0.00 0.58 0.58 0.05 0.64 0.64 g_i, Effective Green Time [s] 19 201220 64 646 70 70
l2, Clearance Lost Time [s] 2.00 2.50 2.00 2.50 2.50 2.00 4.50 4.50 2.00 4.50 4.50 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.50 4.00 4.50 4.50 4.00 6.50 6.50 4.00 6.50 6.50 C, Cycle Length [s] 110 110 110 110 110 110 110 110 110 110 110 Lane GroupLCLCRLCRLCR
Lane Group Calculations
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1649 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1887 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 61.92 42.32 42.32 79.64 54.65 59.75 63.61 12.99 11.29 57.35 14.40 7.42 Movement LOS E D D E D E E B B E B A
d_A, Approach Delay [s/veh] 55.08 64.03 12.85 15.85
Approach LOS E E B B
d_I, Intersection Delay [s/veh] 19.30
Intersection LOS B
Intersection V/C 0.717
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 14.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 44.58 44.58 41.92 44.58
I_p,int, Pedestrian LOS Score for Intersection 2.183 2.149 3.212 3.185 Crosswalk LOS B B C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 954 700 500 518 d_b, Bicycle Delay [s] 15.05 23.26 30.96 30.22
I_b,int, Bicycle LOS Score for Intersection 2.312 1.584 2.324 2.839 Bicycle LOS B A B C
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1650 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1888 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.896
Level Of Service: D
Delay (sec / veh): 27.5
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: All-way stop
Intersection 6: Lyon Avenue / Ramona Boulevard
Intersection Level Of Service Report
Crosswalk No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Lyon Avenue Ramona Boulevard Ramona Boulevard Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 62 366 79 13 210 22 41 197 101 66 134 44 Total 15-Minute Volume [veh/h] 15 91 20 3 52 5 10 49 25 16 33 11 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9730 0.9730 0.9730 0.9730 0.9730 0.9730 0.9730 0.9730 0.9730 0.9730 0.9730 0.9730 Total Hourly Volume [veh/h] 60 356 77 13 204 21 40 192 98 64 130 43 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 60 356 77 13 204 21 40 192 98 64 130 43 Name Lyon Avenue Lyon Avenue Ramona Boulevard Ramona Boulevard Volumes
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1651 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1889 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Intersection LOS D
Intersection Delay [s/veh] 27.53
Approach LOS E C C C
Approach Delay [s/veh] 41.35 20.13 17.20 20.59
95th-Percentile Queue Length [ft] 11.68 252.19 79.64 76.26 18.81 81.13 95th-Percentile Queue Length [veh] 0.47 10.09 3.19 3.05 0.75 3.25 Movement, Approach, & Intersection Results
Degree of Utilization, x 0.14 0.90 0.54 0.53 0.20 0.55
Capacity per Entry Lane [veh/h] 457 497 450 448 498 444 Lanes
Intersection Settings
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1652 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1890 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 1.447
Level Of Service: F
Delay (sec / veh): 137.7
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: All-way stop
Intersection 7: Lyon Avenue / De Anza Drive
Intersection Level Of Service Report
Crosswalk No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 45.00 45.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Thru Right Left Thru Left Right
Lane Configuration
Approach Northbound Southbound Westbound
Name Lyon Avenue Lyon Avenue De Anza Drive
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 627 330 36 490 166 65
Total 15-Minute Volume [veh/h] 157 83 9 123 41 16
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.7240 0.7240 0.7240 0.7240 0.7240 0.7240 Total Hourly Volume [veh/h] 454 239 26 355 120 47
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 454 239 26 355 120 47
Name Lyon Avenue Lyon Avenue De Anza Drive
Volumes
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1653 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1891 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Intersection LOS
F
Intersection Delay [s/veh] 137.67
Approach LOSFDB
Approach Delay [s/veh] 225.85 31.65 13.79
95th-Percentile Queue Length [ft] 1123.39 227.88 41.33 10.30 95th-Percentile Queue Length [veh] 44.94 9.12 1.65 0.41 Movement, Approach, & Intersection Results
Degree of Utilization, x 1.45 0.84 0.37 0.12
Capacity per Entry Lane [veh/h] 957 626 454 535
Lanes
Intersection Settings
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1654 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1892 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.786
Level Of Service: D
Delay (sec / veh): 47.8
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 8: State Street / Ramona Expressway
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name State Street State Street Ramona Expressway Ramona Expressway Intersection Setup
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1655 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1893 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 303 707 149 88 237 57 145 759 440 209 1863 397 Total 15-Minute Volume [veh/h] 76 177 37 22 59 14 36 190 110 52 466 99 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9570 0.9570 0.9570 0.9570 0.9570 0.9570 0.9570 0.9570 0.9570 0.9570 0.9570 0.9570 Total Hourly Volume [veh/h] 290 677 143 84 227 55 139 726 421 200 1783 380 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 290 677 143 84 227 55 139 726 421 200 1783 380 Name State Street State Street Ramona Expressway Ramona Expressway Volumes
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1656 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1894 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering 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 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No No No No
l2, Clearance Lost Time [s] 3.0 4.0 0.0 3.0 4.0 0.0 3.0 4.0 0.0 3.0 4.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 31 0 0 29 0 0 19 0 0 18 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
Vehicle Extension [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Split [s] 16 48 0 10 42 0 10 32 0 10 32 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 4.0 5.0 0.0 4.0 5.0 0.0 4.0 5.0 0.0 4.0 5.0 0.0 Maximum Green [s] 30 30 0 30 30 0 30 30 0 30 30 0
Minimum Green [s] 5 4 0 4 5 0 5 5 0 5 5 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 100
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1657 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1895 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 729.82 330.04 140.09 121.34 151.81 145.86 84.10 166.73 321.50 196.29 460.11 285.00 95th-Percentile Queue Length [veh/ln] 29.19 13.20 5.60 4.85 6.07 5.83 3.36 6.67 12.86 7.85 18.40 11.40 50th-Percentile Queue Length [ft/ln] 456.38 210.95 77.83 67.41 84.34 81.04 46.72 92.63 204.30 109.05 314.65 176.17 50th-Percentile Queue Length [veh/ln] 18.26 8.44 3.11 2.70 3.37 3.24 1.87 3.71 8.17 4.36 12.59 7.05 Critical Lane Group Yes No No No No Yes Yes No No No Yes No Lane Group LOS F D C E D D D B C F C C
d, Delay for Lane Group [s/veh] 289.87 39.32 33.74 68.10 38.67 38.81 50.75 17.76 24.20 136.77 26.34 22.67 X, volume / capacity 1.54 0.89 0.42 0.97 0.49 0.51 0.82 0.33 0.61 1.19 0.80 0.55 Lane Group Results
PF, progression 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 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 245.33 1.50 0.30 20.64 0.46 0.52 3.67 0.37 3.74 89.24 3.02 2.95 I, Upstream Filtering 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 k, delay calibration 0.06 0.04 0.04 0.04 0.04 0.04 0.04 0.50 0.50 0.04 0.50 0.50 d1, Uniform Delay [s] 44.54 37.82 33.44 47.46 38.21 38.29 47.09 17.38 20.46 47.53 23.32 19.72 c, Capacity [veh/h] 197 791 353 91 304 284 176 2325 726 176 2325 726 s, saturation flow rate [veh/h] 1781 3560 1589 1781 1870 1748 3459 5094 1589 3459 5094 1589 (v / s)_i Volume / Saturation Flow Rate 0.17 0.20 0.09 0.05 0.08 0.08 0.04 0.15 0.28 0.06 0.37 0.25 g / C, Green / Cycle 0.11 0.22 0.22 0.05 0.16 0.16 0.05 0.46 0.46 0.05 0.46 0.46 g_i, Effective Green Time [s] 11 22 22 5 16 16 5 46 46 5 46 46 l2, Clearance Lost Time [s] 3.00 4.00 4.00 3.00 4.00 4.00 3.00 4.00 4.00 3.00 4.00 4.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 5.00 6.00 6.00 5.00 6.00 6.00 5.00 6.00 6.00 5.00 6.00 6.00 C, Cycle Length [s] 100 100 100 100 100 100 100 100 100 100 100 100 Lane Group L C R L C C L C R L C R
Lane Group Calculations
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1658 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1896 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 289.87 39.32 33.74 68.10 38.72 38.81 50.75 17.76 24.20 136.77 26.34 22.67 Movement LOS F D C E D D D B C F C C
d_A, Approach Delay [s/veh] 104.10 45.50 23.43 35.10
Approach LOS F D C D
d_I, Intersection Delay [s/veh] 47.85
Intersection LOS D
Intersection V/C 0.786
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 39.65 39.65 39.65 39.65
I_p,int, Pedestrian LOS Score for Intersection 2.790 2.623 3.241 3.229 Crosswalk LOS C B C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 839 719 520 520 d_b, Bicycle Delay [s] 16.85 20.52 27.42 27.42
I_b,int, Bicycle LOS Score for Intersection 2.516 1.875 2.299 2.918 Bicycle LOS B A B C
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1659 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1897 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.759
Level Of Service: D
Delay (sec / veh): 41.3
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 9: State Street / Ramona Boulevard
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name State Street State Street Ramona Boulevard Ramona Boulevard Intersection Setup
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1660 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1898 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 63 892 152 198 758 26 72 280 144 196 234 259 Total 15-Minute Volume [veh/h] 16 223 38 49 189 6 18 70 36 49 59 65 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9000 0.9000 0.9000 0.9000 0.9000 0.9000 0.9000 0.9000 0.9000 0.9000 0.9000 0.9000 Total Hourly Volume [veh/h] 57 803 137 178 682 23 65 252 130 176 211 233 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 57 803 137 178 682 23 65 252 130 176 211 233 Name State Street State Street Ramona Boulevard Ramona Boulevard Volumes
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1661 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1899 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering 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 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No No No No
l2, Clearance Lost Time [s] 4.0 4.0 0.0 2.5 4.0 0.0 2.5 3.0 0.0 3.0 3.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 34 0 0 34 0 0 19 0 0 19 0
Walk [s] 0 10 0 0 10 0 0 10 0 0 10 0
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 18 50 0 18 50 0 18 34 0 18 34 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 5.0 5.0 0.0 3.5 5.0 0.0 3.5 4.0 0.0 4.0 4.0 0.0 Maximum Green [s] 30 30 0 30 30 0 30 30 0 30 30 0
Minimum Green [s] 5 8 0 5 8 0 5 6 0 5 6 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 5 2 0 1 6 0 7 4 0 3 8 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 120
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1662 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1900 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 98.86 466.54 448.72 296.45 296.02 293.37 111.36 350.35 182.32 304.68 257.92 293.66 95th-Percentile Queue Length [veh/ln] 3.95 18.66 17.95 11.86 11.84 11.73 4.45 14.01 7.29 12.19 10.32 11.75 50th-Percentile Queue Length [ft/ln] 54.92 319.88 305.42 184.94 184.61 182.57 61.87 226.84 101.29 190.19 155.62 182.79 50th-Percentile Queue Length [veh/ln] 2.20 12.80 12.22 7.40 7.38 7.30 2.47 9.07 4.05 7.61 6.22 7.31 Critical Lane Group No No Yes Yes No No No Yes No Yes No No Lane Group LOS E C C E C C E E D F D D
d, Delay for Lane Group [s/veh] 70.00 30.62 30.84 79.09 21.10 21.11 68.44 58.95 47.17 86.42 41.77 45.09 X, volume / capacity 0.76 0.65 0.65 0.98 0.43 0.43 0.77 0.88 0.53 1.01 0.54 0.71 Lane Group Results
PF, progression 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 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 13.40 4.04 4.26 25.93 1.46 1.48 12.28 10.26 1.64 32.91 1.07 2.55 I, Upstream Filtering 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 k, delay calibration 0.11 0.50 0.50 0.11 0.50 0.50 0.11 0.14 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 56.60 26.57 26.58 53.15 19.64 19.64 56.16 48.69 45.53 53.51 40.70 42.54 c, Capacity [veh/h] 83 819 778 201 920 909 94 317 270 194 430 365 s, saturation flow rate [veh/h] 1781 1870 1776 1781 1870 1848 1781 1870 1589 1781 1870 1589 (v / s)_i Volume / Saturation Flow Rate 0.04 0.29 0.29 0.11 0.21 0.21 0.04 0.15 0.09 0.11 0.13 0.16 g / C, Green / Cycle 0.05 0.44 0.44 0.11 0.49 0.49 0.05 0.17 0.17 0.11 0.23 0.23 g_i, Effective Green Time [s] 6 53 53 14 59 59 6 20 20 13 28 28 l2, Clearance Lost Time [s] 4.00 4.00 4.00 2.50 4.00 4.00 2.50 3.00 3.00 3.00 3.00 3.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 6.00 6.00 6.00 4.50 6.00 6.00 4.50 5.00 5.00 5.00 5.00 5.00 C, Cycle Length [s] 120 120 120 120 120 120 120 120 120 120 120 120 Lane Group L C C L C C L C R L C R
Lane Group Calculations
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1663 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1901 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 70.00 30.71 30.84 79.09 21.10 21.11 68.44 58.95 47.17 86.42 41.77 45.09 Movement LOS E C C E C C E E D F D D
d_A, Approach Delay [s/veh] 32.96 32.80 56.91 55.72
Approach LOS C C E E
d_I, Intersection Delay [s/veh] 41.33
Intersection LOS D
Intersection V/C 0.759
Other Modes
g_Walk,mi, Effective Walk Time [s] 14.0 14.0 14.0 14.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 46.84 46.84 46.84 46.84
I_p,int, Pedestrian LOS Score for Intersection 2.741 2.741 2.342 2.464 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 733 733 483 483 d_b, Bicycle Delay [s] 24.09 24.09 34.52 34.52
I_b,int, Bicycle LOS Score for Intersection 2.473 2.370 2.378 2.696 Bicycle LOS B B B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1664 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1902 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.932
Level Of Service: E
Delay (sec / veh): 77.9
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 10: Tiger Lane / Ramona Boulevard
Intersection Level Of Service Report
Crosswalk No Yes Yes No
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Tiger Lane Tiger Lane Ramona Boulevard Ramona Boulevard Intersection Setup
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1665 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1903 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 18 1 17 268 2 203 272 567 4 10 583 273 Total 15-Minute Volume [veh/h] 5 0 4 67 1 51 68 142 1 2 146 68 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8170 0.8170 0.8170 0.8170 0.8170 0.8170 0.8170 0.8170 0.8170 0.8170 0.8170 0.8170 Total Hourly Volume [veh/h] 15 1 14 219 2 166 222 463 3 8 476 223 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 15 1 14 219 2 166 222 463 3 8 476 223 Name Tiger Lane Tiger Lane Ramona Boulevard Ramona Boulevard Volumes
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1666 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1904 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering 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 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No No No No
l2, Clearance Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 0 0 19 0 0 0 0 0 13 0
Walk [s] 0 0 0 0 7 0 0 0 0 0 7 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 0 11 0 0 30 0 21 68 0 11 58 0
All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Maximum Green [s] 0 30 0 0 30 0 30 30 0 30 30 0
Minimum Green [s] 0 7 0 0 7 0 7 7 0 7 7 0
Lead / Lag - - - - - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 3 8 0 7 4 0
Control Type Split Split Split Split Split Split Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 120
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1667 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1905 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 46.90 494.07 343.42 440.06 375.14 15.97 1164.34 95th-Percentile Queue Length [veh/ln] 1.88 19.76 13.74 17.60 15.01 0.64 46.57 50th-Percentile Queue Length [ft/ln] 26.05 326.92 221.41 286.57 246.42 8.87 859.97 50th-Percentile Queue Length [veh/ln] 1.04 13.08 8.86 11.46 9.86 0.35 34.40 Critical Lane Group Yes Yes No Yes No No Yes
Lane Group LOSDFFFBEF
d, Delay for Lane Group [s/veh] 46.95 135.16 96.57 107.15 17.58 64.98 87.88 X, volume / capacity 0.15 1.09 0.93 1.08 0.53 0.34 1.08 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 1.41 83.44 45.40 55.65 1.90 6.63 54.81 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.50 0.17 0.50 0.11 0.50 d1, Uniform Delay [s] 45.55 51.72 51.16 51.50 15.69 58.36 33.07 c, Capacity [veh/h] 233 246 220 252 1072 29 795
s, saturation flow rate [veh/h] 1687 1781 1592 1781 1868 1781 1770 (v / s)_i Volume / Saturation Flow Rate 0.02 0.15 0.13 0.15 0.31 0.01 0.48 g / C, Green / Cycle 0.14 0.14 0.14 0.14 0.57 0.02 0.45 g_i, Effective Green Time [s] 17 17 17 17 692 54
l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 120 120 120 120 120 120 120
Lane GroupCLCLCLC
Lane Group Calculations
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1668 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1906 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 46.95 46.95 46.95 135.16 96.57 96.57 107.15 17.58 17.58 64.98 87.88 87.88 Movement LOS D D D F F F F B B E F F
d_A, Approach Delay [s/veh] 46.95 118.43 46.48 87.62
Approach LOS D F D F
d_I, Intersection Delay [s/veh] 77.89
Intersection LOS E
Intersection V/C 0.932
Other Modes
g_Walk,mi, Effective Walk Time [s] 0.0 11.0 11.0 0.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 0.00 49.50 49.50 0.00
I_p,int, Pedestrian LOS Score for Intersection 0.000 2.285 2.489 0.000 Crosswalk LOS F B B F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 117 433 1067 900 d_b, Bicycle Delay [s] 53.20 36.82 13.07 18.15
I_b,int, Bicycle LOS Score for Intersection 1.619 2.340 2.951 2.989 Bicycle LOS A B C C
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - - 7 8 - - - - - - - - - - - -
Ring 1 2 6 3 4 - - - - - - - - - - - -
Sequence
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1669 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1907 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 1.585
Level Of Service: F
Delay (sec / veh): 178.1
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: All-way stop
Intersection 11: Lyon Avenue / Cottonwood Avenue
Intersection Level Of Service Report
Crosswalk No Yes No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Lyon Avenue Cottonwood Avenue Cottonwood Avenue Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 44 386 30 113 305 225 273 477 45 25 289 227 Total 15-Minute Volume [veh/h] 11 97 7 28 76 56 68 119 11 6 72 57 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8030 0.8030 0.8030 0.8030 0.8030 0.8030 0.8030 0.8030 0.8030 0.8030 0.8030 0.8030 Total Hourly Volume [veh/h] 35 310 24 91 245 181 219 383 36 20 232 182 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 35 310 24 91 245 181 219 383 36 20 232 182 Name Lyon Avenue Lyon Avenue Cottonwood Avenue Cottonwood Avenue Volumes
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1670 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1908 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Intersection LOS F
Intersection Delay [s/veh] 178.11
Approach LOS F D F F
Approach Delay [s/veh] 215.27 31.75 190.23 302.65
95th-Percentile Queue Length [ft] 578.11 33.61 181.85 83.10 177.83 712.92 785.23 95th-Percentile Queue Length [veh] 23.12 1.34 7.27 3.32 7.11 28.52 31.41 Movement, Approach, & Intersection Results
Degree of Utilization, x 1.37 0.32 0.82 0.56 0.82 1.50 1.58 Capacity per Entry Lane [veh/h] 460 355 373 401 331 522 541 Lanes
Intersection Settings
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1671 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1909 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 1.129
Level Of Service: F
Delay (sec / veh): 158.6
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 12: San Jacinto Avenue / Ramona Boulevard / Main Street Intersection Level Of Service Report
Crosswalk Yes Yes Yes
Curb Present No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left2 Left Thru Right Left Thru Right Right2 Left2 Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound
Name San Jacinto Avenue San Jacinto Avenue Main Street
Intersection Setup
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1672 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1910 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0
v_ci, Inbound Pedestrian Volume along the le 0 0 0
v_co, Outbound Pedestrian Volume along th 0 0 0
v_di, Inbound Pedestrian Volume crossing th 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No
Total Analysis Volume [veh/h] 11 386 654 67 18 388 47 7 1 31 78 33 Total 15-Minute Volume [veh/h] 3 96 163 17 5 97 12 2 0 8 19 8 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9390 0.9390 0.9390 0.9390 0.9390 0.9390 0.9390 0.9390 0.9390 0.9390 0.9390 0.9390 Total Hourly Volume [veh/h] 10 362 614 63 17 364 44 7 1 29 73 31 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 10 362 614 63 17 364 44 7 1 29 73 31 Name San Jacinto Avenue San Jacinto Avenue Main Street
Volumes
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1673 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1911 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering 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 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No
Maximum Recall No No No
Minimum Recall No No No
l2, Clearance Lost Time [s] 0.0 0.0 3.6 0.0 0.0 3.6 0.0 0.0 0.0 0.0 3.1 0.0 l1, Start-Up Lost Time [s] 0.0 0.0 2.0 0.0 0.0 2.0 0.0 0.0 0.0 0.0 2.0 0.0 Rest In Walk No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 14 0 0 19 0 0 0 0 14 0
Walk [s] 0 0 7 0 0 7 0 0 0 0 7 0
Vehicle Extension [s] 0.0 0.0 3.0 0.0 0.0 2.0 0.0 0.0 0.0 0.0 3.5 0.0 Split [s] 0 0 27 0 0 34 0 0 0 0 27 0
All red [s] 0.0 0.0 2.0 0.0 0.0 2.0 0.0 0.0 0.0 0.0 1.5 0.0 Amber [s] 0.0 0.0 3.6 0.0 0.0 3.6 0.0 0.0 0.0 0.0 3.6 0.0 Maximum Green [s] 0 0 30 0 0 30 0 0 0 0 30 0
Minimum Green [s] 0 0 5 0 0 5 0 0 0 0 5 0
Lead / Lag - - - - - - - - - - - -
Auxiliary Signal Groups
Signal Group 0 0 2 0 0 3 0 0 0 0 4 0
Control Type Split Split Split Split Split Split Split Split Permiss Permiss Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 125
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1674 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1912 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 548.97 1917.32 770.08 186.89 95th-Percentile Queue Length [veh/ln] 21.96 76.69 30.80 7.48 50th-Percentile Queue Length [ft/ln] 387.55 1248.53 536.70 103.83 50th-Percentile Queue Length [veh/ln] 15.50 49.94 21.47 4.15 Critical Lane Group No Yes Yes No
Lane Group LOSEFFD
d, Delay for Lane Group [s/veh] 75.92 344.29 123.00 47.95 X, volume / capacity 0.93 1.64 1.11 0.49
Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00
d2, Incremental Delay [s] 29.30 296.66 74.58 1.50
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00
k, delay calibration 0.50 0.50 0.44 0.13
d1, Uniform Delay [s] 46.62 47.64 48.42 46.46
c, Capacity [veh/h] 426 441 415 294
s, saturation flow rate [veh/h] 1781 1840 1829 1484
(v / s)_i Volume / Saturation Flow Rate 0.22 0.39 0.25 0.10 g / C, Green / Cycle 0.24 0.24 0.23 0.17
g_i, Effective Green Time [s] 30 30 28 22
l2, Clearance Lost Time [s] 3.60 3.60 3.60 3.10
l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 2.00 L, Total Lost Time per Cycle [s] 5.60 5.60 5.60 5.10
C, Cycle Length [s] 125 125 125 125
Lane GroupLCCC
Lane Group Calculations
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1675 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1913 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle LOS C B A
I_b,int, Bicycle LOS Score for Intersection 2.767 2.307 1.744 d_b, Bicycle Delay [s] 43.00 37.39 42.58
c_b, Capacity of the bicycle lane [bicycles/h] 342 454 350 s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 Crosswalk LOS B B A
I_p,int, Pedestrian LOS Score for Intersection 2.681 2.379 1.870 d_p, Pedestrian Delay [s] 52.05 52.05 52.05
M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0
Other Modes
Intersection V/C 1.129
Intersection LOS F
d_I, Intersection Delay [s/veh] 158.63
Approach LOS F F D
d_A, Approach Delay [s/veh] 248.99 123.00 47.95
Movement LOS E E F F F F F F D D D D
d_M, Delay for Movement [s/veh] 75.92 75.92 344.29 344.29 123.00 123.00 123.00 123.00 47.95 47.95 47.95 47.95 Movement, Approach, & Intersection Results
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1676 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1914 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Crosswalk Yes Yes
Curb Present No No
Grade [%] 0.00 0.00
Speed [mph] 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket00000000
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket00000000
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Right2 Left2 Left Thru Right Lane Configuration
Approach Westbound Southeastbound
Name Main Street Ramona Boulevard
Intersection Setup
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1677 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1915 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0
v_ci, Inbound Pedestrian Volume along the le 0 0
v_co, Outbound Pedestrian Volume along th 0 0
v_di, Inbound Pedestrian Volume crossing th 0 0
v_do, Outbound Pedestrian Volume crossing 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0
Presence of On-Street Parking No No No No
Total Analysis Volume [veh/h] 72 79 103 12 3 121 306 6
Total 15-Minute Volume [veh/h] 18 20 26 3 1 30 76 2
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9390 0.9390 0.9390 0.9390 0.9390 0.9390 0.9390 0.9390 Total Hourly Volume [veh/h] 68 74 97 11 3 114 287 6
Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0
Other Volume [veh/h] 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 68 74 97 11 3 114 287 6
Name Main Street Ramona Boulevard
Volumes
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1678 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1916 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Pedestrian Recall No No
Maximum Recall No No
Minimum Recall No No
l2, Clearance Lost Time [s] 0.0 3.1 0.0 0.0 0.0 0.0 3.6 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 0.0 0.0 2.0 0.0 Rest In Walk No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 14 0 0 0 0 24 0
Walk [s] 0 7 0 0 0 0 7 0
Vehicle Extension [s] 0.0 3.5 0.0 0.0 0.0 0.0 2.0 0.0
Split [s] 0 27 0 0 0 0 37 0
All red [s] 0.0 1.5 0.0 0.0 0.0 0.0 2.0 0.0
Amber [s] 0.0 3.6 0.0 0.0 0.0 0.0 3.6 0.0
Maximum Green [s] 0 30 0 0 0 0 30 0
Minimum Green [s] 0 5 0 0 0 0 5 0
Lead / Lag - - - - - - - -
Auxiliary Signal Groups
Signal Group 0 4 0 0 0 0 1 0
Control Type Permissive Permissive Permissive Permissive Split Split Split Split Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 125
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1679 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1917 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 368.58 154.00 398.18 95th-Percentile Queue Length [veh/ln] 14.74 6.16 15.93
50th-Percentile Queue Length [ft/ln] 241.22 85.55 264.75 50th-Percentile Queue Length [veh/ln] 9.65 3.42 10.59
Critical Lane Group Yes No Yes
Lane Group LOSEDE
d, Delay for Lane Group [s/veh] 67.48 45.07 60.95
X, volume / capacity 0.87 0.38 0.91
Lane Group Results
PF, progression factor 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00
d2, Incremental Delay [s] 15.88 0.27 10.88
I, Upstream Filtering Factor 1.00 1.00 1.00
k, delay calibration 0.25 0.04 0.13
d1, Uniform Delay [s] 51.60 44.81 50.07
c, Capacity [veh/h] 304 328 343
s, saturation flow rate [veh/h] 1532 1781 1864
(v / s)_i Volume / Saturation Flow Rate 0.17 0.07 0.17
g / C, Green / Cycle 0.17 0.18 0.18
g_i, Effective Green Time [s] 22 23 23
l2, Clearance Lost Time [s] 3.10 3.60 3.60
l1_p, Permitted Start-Up Lost Time [s] 2.00 0.00 0.00
L, Total Lost Time per Cycle [s] 5.10 5.60 5.60
C, Cycle Length [s] 125 125 125
Lane GroupCLC
Lane Group Calculations
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1680 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1918 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 67.48 67.48 67.48 67.48 45.07 45.07 60.95 60.95 Movement LOS E E E E D D E E
d_A, Approach Delay [s/veh] 67.48 56.43
Approach LOS E E
d_I, Intersection Delay [s/veh] 158.63
Intersection LOS F
Intersection V/C 1.129
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00
d_p, Pedestrian Delay [s] 52.05 52.05
I_p,int, Pedestrian LOS Score for Intersection 1.999 2.305 Crosswalk LOS A B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 350 502
d_b, Bicycle Delay [s] 42.58 35.11
I_b,int, Bicycle LOS Score for Intersection 1.979 2.079 Bicycle LOS A B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - - - - - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1681 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1919 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.576
Level Of Service: C
Delay (sec / veh): 26.8
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 13: Lyon Avenue / Esplande Avenue
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Lyon Avenue Esplande Avenue Esplande Avenue Intersection Setup
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1682 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1920 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 26 241 64 76 264 56 59 495 20 67 424 80 Total 15-Minute Volume [veh/h] 7 60 16 19 66 14 15 124 5 17 106 20 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9170 0.9170 0.9170 0.9170 0.9170 0.9170 0.9170 0.9170 0.9170 0.9170 0.9170 0.9170 Total Hourly Volume [veh/h] 24 221 59 70 242 51 54 454 18 61 389 73 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 24 221 59 70 242 51 54 454 18 61 389 73 Name Lyon Avenue Lyon Avenue Esplande Avenue Esplande Avenue Volumes
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1683 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1921 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering 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 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall Yes No Yes No Yes No Yes No
l2, Clearance Lost Time [s] 2.5 3.3 0.0 2.5 3.3 0.0 2.5 3.3 0.0 2.5 3.3 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 21 0 0 21 0 0 21 0 0 21 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
Vehicle Extension [s] 1.5 3.0 0.0 1.5 3.0 0.0 1.5 3.0 0.0 1.5 3.0 0.0 Split [s] 10 36 0 10 36 0 10 34 0 10 34 0
All red [s] 0.5 1.0 0.0 0.5 1.0 0.0 0.5 1.0 0.0 0.5 1.0 0.0 Amber [s] 4.0 4.3 0.0 4.0 4.3 0.0 4.0 4.3 0.0 4.0 4.3 0.0 Maximum Green [s] 7 30 0 7 30 0 6 30 0 6 30 0
Minimum Green [s] 5 6 0 5 6 0 5 6 0 5 6 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1684 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1922 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 27.49 234.76 56.46 80.01 241.87 47.00 63.38 269.65 8.77 71.35 225.01 36.04 95th-Percentile Queue Length [veh/ln] 1.10 9.39 2.26 3.20 9.67 1.88 2.54 10.79 0.35 2.85 9.00 1.44 50th-Percentile Queue Length [ft/ln] 15.27 138.32 31.36 44.45 143.61 26.11 35.21 164.49 4.87 39.64 131.12 20.02 50th-Percentile Queue Length [veh/ln] 0.61 5.53 1.25 1.78 5.74 1.04 1.41 6.58 0.19 1.59 5.24 0.80 Critical Lane Group No Yes No Yes No No No Yes No Yes No No Lane Group LOS D D C D D C D B B D B B
d, Delay for Lane Group [s/veh] 46.54 42.84 34.00 46.79 38.64 31.44 48.43 15.80 10.43 47.74 14.31 10.77 X, volume / capacity 0.53 0.83 0.26 0.77 0.77 0.19 0.77 0.51 0.02 0.77 0.43 0.10 Lane Group Results
PF, progression 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 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 3.32 5.99 0.55 4.80 3.67 0.32 5.81 1.87 0.05 5.40 1.36 0.23 I, Upstream Filtering 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 k, delay calibration 0.04 0.11 0.11 0.04 0.11 0.11 0.04 0.50 0.50 0.04 0.50 0.50 d1, Uniform Delay [s] 43.22 36.85 33.45 41.99 34.96 31.13 42.62 13.93 10.37 42.34 12.95 10.54 c, Capacity [veh/h] 49 291 247 98 343 291 77 978 831 87 988 840 s, saturation flow rate [veh/h] 1781 1870 1589 1781 1870 1589 1781 1870 1589 1781 1870 1589 (v / s)_i Volume / Saturation Flow Rate 0.01 0.13 0.04 0.04 0.14 0.04 0.03 0.26 0.01 0.04 0.23 0.05 g / C, Green / Cycle 0.03 0.15 0.15 0.05 0.18 0.18 0.04 0.52 0.52 0.05 0.53 0.53 g_i, Effective Green Time [s] 2 14 14 5 16 16 4 47 47 4 48 48 l2, Clearance Lost Time [s] 2.50 3.30 3.30 2.50 3.30 3.30 2.50 3.30 3.30 2.50 3.30 3.30 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.50 5.30 5.30 4.50 5.30 5.30 4.50 5.30 5.30 4.50 5.30 5.30 C, Cycle Length [s] 90 90 90 90 90 90 90 90 90 90 90 90 Lane Group L C R L C R L C R L C R
Lane Group Calculations
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1685 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1923 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 46.54 42.84 34.00 46.79 38.64 31.44 48.43 15.80 10.43 47.74 14.31 10.77 Movement LOS D D C D D C D B B D B B
d_A, Approach Delay [s/veh] 41.42 39.18 18.97 17.74
Approach LOS D D B B
d_I, Intersection Delay [s/veh] 26.84
Intersection LOS C
Intersection V/C 0.576
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 34.68 34.68 34.68 34.68
I_p,int, Pedestrian LOS Score for Intersection 2.297 2.320 2.394 2.425 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 682 682 638 638 d_b, Bicycle Delay [s] 19.55 19.55 20.89 20.89
I_b,int, Bicycle LOS Score for Intersection 2.106 2.213 2.507 2.502 Bicycle LOS B B B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1686 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1924 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.641
Level Of Service: C
Delay (sec / veh): 31.2
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 14: Lyon Avenue / Florida Avenue
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Lyon Avenue Florida Avenue Florida Avenue Intersection Setup
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1687 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1925 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 55 166 74 80 222 101 80 838 48 80 1429 55 Total 15-Minute Volume [veh/h] 14 41 19 20 55 25 20 209 12 20 357 14 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8740 0.8740 0.8740 0.8740 0.8740 0.8740 0.8740 0.8740 0.8740 0.8740 0.8740 0.8740 Total Hourly Volume [veh/h] 48 145 65 70 194 88 70 732 42 70 1249 48 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 48 145 65 70 194 88 70 732 42 70 1249 48 Name Lyon Avenue Lyon Avenue Florida Avenue Florida Avenue Volumes
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1688 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1926 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering 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 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No No No No
l2, Clearance Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 23 0 0 21 0 0 16 0 0 19 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 0 34 0 0 34 0 11 53 0 13 55 0
All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Maximum Green [s] 0 30 0 0 30 0 30 30 0 30 30 0
Minimum Green [s] 0 7 0 0 7 0 7 7 0 7 7 0
Lead / Lag - - - - - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 3 8 0 7 4 0
Control Type Permiss Permiss Permiss Permiss Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 100
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1689 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1927 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 48.09 123.65 52.90 68.36 171.68 73.66 98.43 305.51 300.88 98.43 637.81 638.73 95th-Percentile Queue Length [veh/ln] 1.92 4.95 2.12 2.73 6.87 2.95 3.94 12.22 12.04 3.94 25.51 25.55 50th-Percentile Queue Length [ft/ln] 26.72 68.69 29.39 37.98 95.38 40.92 54.68 191.91 188.34 54.68 461.63 462.40 50th-Percentile Queue Length [veh/ln] 1.07 2.75 1.18 1.52 3.82 1.64 2.19 7.68 7.53 2.19 18.47 18.50 Critical Lane Group No No No No Yes No Yes No No No No Yes Lane Group LOS C C C C C C D C C D D D
d, Delay for Lane Group [s/veh] 27.70 21.66 20.39 26.67 22.74 20.93 53.86 21.65 21.67 53.86 38.05 38.78 X, volume / capacity 0.15 0.23 0.12 0.19 0.31 0.17 0.71 0.55 0.55 0.71 0.92 0.92 Lane Group Results
PF, progression 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 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.83 0.76 0.41 0.98 1.13 0.59 7.92 0.59 0.60 7.92 11.40 12.05 I, Upstream Filtering 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 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 0.11 0.11 0.11 0.11 0.30 0.30 d1, Uniform Delay [s] 26.87 20.90 19.98 25.68 21.61 20.34 45.93 21.07 21.07 45.93 26.65 26.73 c, Capacity [veh/h] 374 716 609 424 716 609 113 811 796 113 811 801 s, saturation flow rate [veh/h] 1057 1870 1589 1140 1870 1589 1781 1870 1835 1781 1870 1846 (v / s)_i Volume / Saturation Flow Rate 0.05 0.09 0.05 0.07 0.12 0.06 0.04 0.24 0.24 0.04 0.40 0.40 g / C, Green / Cycle 0.38 0.38 0.38 0.38 0.38 0.38 0.06 0.43 0.43 0.06 0.43 0.43 g_i, Effective Green Time [s] 38 38 38 38 38 38 6 43 43 6 43 43 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 2.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 100 100 100 100 100 100 100 100 100 100 100 100 Lane Group L C R L C R L C C L C C
Lane Group Calculations
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1690 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1928 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 27.70 21.66 20.39 26.67 22.74 20.93 53.86 21.66 21.67 53.86 38.40 38.78 Movement LOS C C C C C C D C C D D D
d_A, Approach Delay [s/veh] 22.46 23.06 24.33 39.20
Approach LOS C C C D
d_I, Intersection Delay [s/veh] 31.21
Intersection LOS C
Intersection V/C 0.641
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 39.61 39.61 39.61 39.61
I_p,int, Pedestrian LOS Score for Intersection 2.293 2.308 2.880 2.917 Crosswalk LOS B B C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 600 600 980 1020 d_b, Bicycle Delay [s] 24.50 24.50 13.01 12.01
I_b,int, Bicycle LOS Score for Intersection 2.046 2.225 2.357 2.850 Bicycle LOS B B B C
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - 6 7 8 - - - - - - - - - - - -
Ring 1 - 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1691 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1929 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.946
Level Of Service: F
Delay (sec / veh): 255.1
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 1: Warren Road / Ramona Expressway
Intersection Level Of Service Report
Crosswalk Yes No Yes No
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Warren Road Warren Road Ramona Expressway Ramona Expressway Intersection Setup
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1692 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1930 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 450 0 288 2 1 1 0 1103 479 342 1002 0 Total 15-Minute Volume [veh/h] 112 0 72 1 0 0 0 276 120 86 251 0 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9940 0.9940 0.9940 0.9940 0.9940 0.9940 0.9940 0.9940 0.9940 0.9940 0.9940 0.9940 Total Hourly Volume [veh/h] 447 0 286 2 1 1 0 1096 476 340 996 0 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 447 0 286 2 1 1 0 1096 476 340 996 0 Name Warren Road Warren Road Ramona Expressway Ramona Expressway Volumes
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1693 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1931 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering 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 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No No No No
l2, Clearance Lost Time [s] 0.0 4.0 0.0 0.0 4.0 0.0 2.6 5.8 0.0 2.6 5.8 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 0 0 14 0 0 8 0 0 0 0
Walk [s] 0 0 0 0 11 0 0 6 0 0 0 0
Vehicle Extension [s] 0.0 2.5 0.0 0.0 2.5 0.0 1.5 3.0 0.0 1.5 3.0 0.0 Split [s] 0 52 0 0 52 0 10 23 0 15 28 0
All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 1.0 2.0 0.0 1.0 2.0 0.0 Amber [s] 0.0 5.0 0.0 0.0 5.0 0.0 3.6 5.8 0.0 3.6 5.8 0.0 Maximum Green [s] 0 30 0 0 30 0 30 30 0 30 30 0
Minimum Green [s] 0 6 0 0 6 0 5 8 0 5 8 0
Lead / Lag - - - - - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 0 8 0 0 4 0 5 2 0 1 6 0
Control Type Permiss Permiss Permiss Permiss Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1694 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1932 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 1903.58 262.03 3.15 0.00 341.75 316.67 864.30 236.04 236.04 95th-Percentile Queue Length [veh/ln] 76.14 10.48 0.13 0.00 13.67 12.67 34.57 9.44 9.44 50th-Percentile Queue Length [ft/ln] 1156.71 158.73 1.75 0.00 220.10 200.55 541.69 139.27 139.27 50th-Percentile Queue Length [veh/ln] 46.27 6.35 0.07 0.00 8.80 8.02 21.67 5.57 5.57 Critical Lane Group Yes No No No Yes No Yes No No
Lane Group LOSFDCACCFBB
d, Delay for Lane Group [s/veh] 1693.99 38.69 29.30 0.00 20.59 22.55 340.57 12.08 12.08 X, volume / capacity 4.68 0.85 0.03 0.00 0.66 0.64 1.66 0.46 0.46 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 1661.85 4.61 0.07 0.00 2.10 4.28 300.77 1.40 1.40 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.14 0.08 0.08 0.04 0.50 0.50 0.07 0.50 0.50 d1, Uniform Delay [s] 32.14 34.08 29.23 0.00 18.49 18.27 39.80 10.69 10.69 c, Capacity [veh/h] 96 338 1300 1664 743 206 1090 1090
s, saturation flow rate [veh/h] 1415 1589 330 1781 3560 1589 1781 1870 1870 (v / s)_i Volume / Saturation Flow Rate 0.32 0.18 0.01 0.00 0.31 0.30 0.19 0.27 0.27 g / C, Green / Cycle 0.21 0.21 0.21 0.00 0.47 0.47 0.12 0.58 0.58 g_i, Effective Green Time [s] 19 19 190 42 42 10 53 53
l2, Clearance Lost Time [s] 4.00 4.00 4.00 2.60 5.80 5.80 2.60 5.80 5.80 l1_p, Permitted Start-Up Lost Time [s] 2.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 6.00 6.00 6.00 4.60 7.80 7.80 4.60 7.80 7.80 C, Cycle Length [s] 90 90 90 90 90 90 90 90 90
Lane GroupLCCLCRLCC
Lane Group Calculations
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1695 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1933 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 1693.99 38.69 38.69 29.30 29.30 29.30 0.00 20.59 22.55 340.57 12.08 12.08 Movement LOS F D D C C C A C C F B B
d_A, Approach Delay [s/veh] 1048.02 29.30 21.18 95.67
Approach LOS F C C F
d_I, Intersection Delay [s/veh] 255.08
Intersection LOS F
Intersection V/C 0.946
Other Modes
g_Walk,mi, Effective Walk Time [s] 10.0 0.0 15.0 0.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 35.56 0.00 31.25 0.00
I_p,int, Pedestrian LOS Score for Intersection 2.448 0.000 3.582 0.000 Crosswalk LOS B F D F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1022 1022 338 449 d_b, Bicycle Delay [s] 10.76 10.76 31.08 27.07
I_b,int, Bicycle LOS Score for Intersection 2.777 1.566 2.865 2.668 Bicycle LOS C A C B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - 8 - - - - - - - - - - - -
Ring 1 1 2 - 4 - - - - - - - - - - - -
Sequence
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1696 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1934 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 1.110
Level Of Service: F
Delay (sec / veh): 87.9
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 2: Sanderson Avenue / Ramona Expressway
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Sanderson Avenue Sanderson Avenue Ramona Expressway Ramona Expressway Intersection Setup
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1697 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1935 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 424 1310 720 916 1635 368 395 728 323 347 541 607 Total 15-Minute Volume [veh/h] 106 327 180 229 409 92 99 182 81 87 135 152 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 Total Hourly Volume [veh/h] 411 1269 698 888 1584 357 383 705 313 336 524 588 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 411 1269 698 888 1584 357 383 705 313 336 524 588 Name Sanderson Avenue Sanderson Avenue Ramona Expressway Ramona Expressway Volumes
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1698 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1936 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering 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 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No No No No No No No
Maximum Recall No No No No No No No No No No No No
Minimum Recall No No No No No No No No No No No No
l2, Clearance Lost Time [s] 2.7 5.0 5.0 2.7 5.0 5.0 2.7 5.0 5.0 2.7 5.0 5.0 l1, Start-Up Lost Time [s] 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 0 0 0 0 0 0 0 0 0 0
Walk [s] 0 7 7 0 7 7 0 7 7 0 7 7
Vehicle Extension [s] 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Split [s] 19 45 45 32 58 58 18 28 28 15 25 25
All red [s] 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Amber [s] 3.7 6.0 6.0 3.7 6.0 6.0 3.7 6.0 6.0 3.7 6.0 6.0 Maximum Green [s] 30 30 30 30 30 30 30 30 30 30 30 30
Minimum Green [s] 5 5 5 5 5 5 5 5 5 5 5 5
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups 2,3 6,7 4,5 1,8
Signal Group 5 2 2 1 6 6 7 4 4 3 8 8
Control Type Protecte Permiss Overlap Protecte Permiss Overlap Protecte Permiss Overlap Protecte Permiss Overlap Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 120
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1699 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1937 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 298.98 1043.66 849.85 736.93 1073.38 230.39 283.87 616.00 312.44 323.55 357.30 639.19 95th-Percentile Queue Length [veh/ln] 11.96 41.75 33.99 29.48 42.94 9.22 11.35 24.64 12.50 12.94 14.29 25.57 50th-Percentile Queue Length [ft/ln] 184.31 730.71 642.07 496.57 785.87 135.09 172.84 405.07 197.27 193.12 229.54 462.79 50th-Percentile Queue Length [veh/ln] 7.37 29.23 25.68 19.86 31.43 5.40 6.91 16.20 7.89 7.72 9.18 18.51 Critical Lane Group No No Yes Yes No No Yes No No No No Yes Lane Group LOS F F E F F B F F C F F D
d, Delay for Lane Group [s/veh] 73.31 121.98 60.42 121.57 81.60 13.99 74.73 130.88 33.63 133.23 68.21 45.91 X, volume / capacity 1.03 1.16 0.98 1.16 1.08 0.39 1.03 1.18 0.58 1.17 1.02 0.88 Lane Group Results
PF, progression 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 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 20.45 81.04 28.69 75.21 47.16 1.21 21.38 81.29 1.94 78.38 17.12 14.86 I, Upstream Filtering 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 k, delay calibration 0.04 0.50 0.50 0.04 0.50 0.50 0.04 0.04 0.22 0.04 0.04 0.50 d1, Uniform Delay [s] 52.85 40.93 31.73 46.36 34.44 12.79 53.35 49.59 31.70 54.85 51.09 31.05 c, Capacity [veh/h] 413 1132 735 787 1517 946 384 618 558 297 529 691 s, saturation flow rate [veh/h] 3459 3560 1589 3459 3560 1589 3459 3560 1589 3459 3560 1589 (v / s)_i Volume / Saturation Flow Rate 0.12 0.37 0.45 0.26 0.46 0.23 0.11 0.20 0.20 0.10 0.15 0.38 g / C, Green / Cycle 0.12 0.32 0.46 0.23 0.43 0.59 0.11 0.17 0.35 0.09 0.15 0.44 g_i, Effective Green Time [s] 14 38 55 27 51 71 13 21 42 10 18 52 l2, Clearance Lost Time [s] 2.70 5.00 0.00 2.70 5.00 0.00 2.70 5.00 0.00 2.70 5.00 0.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.70 7.00 4.70 4.70 7.00 4.70 4.70 7.00 4.70 4.70 7.00 4.70 C, Cycle Length [s] 120 120 120 120 120 120 120 120 120 120 120 120 Lane Group L C R L C R L C R L C R
Lane Group Calculations
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1700 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1938 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 73.31 121.98 60.42 121.57 81.60 13.99 74.73 130.88 33.63 133.23 68.21 45.91 Movement LOS F F E F F B F F C F F D
d_A, Approach Delay [s/veh] 95.51 85.62 93.82 74.25
Approach LOS F F F E
d_I, Intersection Delay [s/veh] 87.92
Intersection LOS F
Intersection V/C 1.110
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 49.51 49.51 49.51 49.51
I_p,int, Pedestrian LOS Score for Intersection 3.271 3.336 2.995 3.145 Crosswalk LOS C C C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 633 850 350 300 d_b, Bicycle Delay [s] 28.02 19.84 40.84 43.36
I_b,int, Bicycle LOS Score for Intersection 3.584 3.968 2.753 2.793 Bicycle LOS D D C C
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1701 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1939 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 1.051
Level Of Service: D
Delay (sec / veh): 38.8
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 3: Sanderson Avenue / Ramona Boulevard
Intersection Level Of Service Report
Crosswalk No No No
Curb Present No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Thru Right Left Thru Left Right
Lane Configuration
Approach Northbound Southbound Westbound
Name Sanderson Avenue Sanderson Avenue Ramona Boulevard Intersection Setup
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1702 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1940 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0
Presence of On-Street Parking No No No No No No
Total Analysis Volume [veh/h] 2446 88 308 2043 110 137
Total 15-Minute Volume [veh/h] 612 22 77 511 28 34
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9810 0.9810 0.9810 0.9810 0.9810 0.9810 Total Hourly Volume [veh/h] 2400 86 302 2004 108 134
Right Turn on Red Volume [veh/h] 0 0 0 0 0 0
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 2400 86 302 2004 108 134
Name Sanderson Avenue Sanderson Avenue Ramona Boulevard Volumes
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1703 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1941 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0
Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0
Pedestrian Recall No No No No
Maximum Recall No No No No
Minimum Recall No No No No
l2, Clearance Lost Time [s] 2.0 0.0 2.0 2.0 2.0 0.0
l1, Start-Up Lost Time [s] 2.0 0.0 2.0 2.0 2.0 0.0
Rest In Walk No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0
Pedestrian Clearance [s] 0 0 0 0 0 0
Walk [s] 0 0 0 0 0 0
Vehicle Extension [s] 3.0 0.0 3.0 3.0 3.0 0.0
Split [s] 82 0 24 106 14 0
All red [s] 1.0 0.0 1.0 1.0 1.0 0.0
Amber [s] 3.0 0.0 3.0 3.0 3.0 0.0
Maximum Green [s] 30 0 30 30 30 0
Minimum Green [s] 7 0 7 7 7 0
Lead / Lag - - Lead - Lead -
Auxiliary Signal Groups
Signal Group 6 0 5 2 7 0
Control Type Permissive Permissive Protected Permissive Permissive Permissive Phasing & Timing
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 120
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1704 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1942 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 1342.24 38.95 467.79 237.02 158.87 241.06 95th-Percentile Queue Length [veh/ln] 53.69 1.56 18.71 9.48 6.35 9.64 50th-Percentile Queue Length [ft/ln] 1015.82 21.64 314.20 140.00 88.26 141.18 50th-Percentile Queue Length [veh/ln] 40.63 0.87 12.57 5.60 3.53 5.65 Critical Lane Group Yes No Yes No No Yes
Lane Group LOSFAFAEF
d, Delay for Lane Group [s/veh] 57.29 7.97 94.68 4.41 60.62 99.13 X, volume / capacity 1.06 0.09 1.04 0.68 0.74 1.03
Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 36.26 0.16 44.70 1.23 6.94 44.17 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.22 0.50 0.11 0.11
d1, Uniform Delay [s] 21.03 7.80 49.97 3.18 53.68 54.96 c, Capacity [veh/h] 2312 1032 297 3025 149 133
s, saturation flow rate [veh/h] 3560 1589 1781 3560 1781 1589 (v / s)_i Volume / Saturation Flow Rate 0.69 0.06 0.17 0.57 0.06 0.09 g / C, Green / Cycle 0.65 0.65 0.17 0.85 0.08 0.08
g_i, Effective Green Time [s] 78 78 20 102 10 10
l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 120 120 120 120 120 120
Lane GroupCRLCLR
Lane Group Calculations
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1705 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1943 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 57.29 7.97 94.68 4.41 60.62 99.13 Movement LOSFAFAEF
d_A, Approach Delay [s/veh] 55.58 16.24 81.98
Approach LOSEBF
d_I, Intersection Delay [s/veh] 38.83
Intersection LOSD
Intersection V/C 1.051
Other Modes
g_Walk,mi, Effective Walk Time [s] 0.0 0.0 0.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 0.00 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 0.000 Crosswalk LOSFFF
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1300 1700 167 d_b, Bicycle Delay [s] 7.34 1.35 50.41
I_b,int, Bicycle LOS Score for Intersection 3.650 3.499 1.560 Bicycle LOSDCA
Ring 4----------------
Ring 3----------------
Ring 2567-------------
Ring 1-2--------------
Sequence
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1706 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1944 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.031
Level Of Service: B
Delay (sec / veh): 14.7
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 4: Ranch View Lane / Ramona Boulevard
Intersection Level Of Service Report
Crosswalk No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Right Thru Right Left Thru
Lane Configuration
Approach Northbound Eastbound Westbound
Name Ranch View Lane Ramona Boulevard Ramona Boulevard
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 12 10 395 19 7 312
Total 15-Minute Volume [veh/h] 3 2 99 5 2 78
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9420 0.9420 0.9420 0.9420 0.9420 0.9420 Total Hourly Volume [veh/h] 11 9 372 18 7 294
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 11 9 372 18 7 294
Name Ranch View Lane Ramona Boulevard Ramona Boulevard
Volumes
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1707 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1945 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Intersection LOS
B
d_I, Intersection Delay [s/veh] 0.45
Approach LOSBAA
d_A, Approach Delay [s/veh] 12.98 0.00 0.18
95th-Percentile Queue Length [ft/ln] 3.65 3.65 0.00 0.00 0.46 0.00 95th-Percentile Queue Length [veh/ln] 0.15 0.15 0.00 0.00 0.02 0.00 Movement LOSBBAAAA
d_M, Delay for Movement [s/veh] 14.68 10.94 0.00 0.00 8.16 0.00 V/C, Movement V/C Ratio 0.03 0.02 0.00 0.00 0.01 0.00
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median000
Two-Stage Gap Acceptance No
Storage Area [veh]000
Flared Lane No
Priority Scheme Stop Free Free
Intersection Settings
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1708 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1946 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.772
Level Of Service: B
Delay (sec / veh): 19.4
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 5: Potter Road / Ramona Expressway
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Potter Road Ramona Expressway Ramona Expressway Intersection Setup
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1709 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1947 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 277 4 68 8 8 2 3 2299 300 87 1440 2 Total 15-Minute Volume [veh/h] 69 1 17 2 2 1 1 575 75 22 360 1 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9220 0.9220 0.9220 0.9220 0.9220 0.9220 0.9220 0.9220 0.9220 0.9220 0.9220 0.9220 Total Hourly Volume [veh/h] 255 4 63 7 7 2 3 2120 277 80 1328 2 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 255 4 63 7 7 2 3 2120 277 80 1328 2 Name Lyon Avenue Potter Road Ramona Expressway Ramona Expressway Volumes
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1710 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1948 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering 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 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No No No No
l2, Clearance Lost Time [s] 2.0 2.5 0.0 2.0 2.5 0.0 2.0 4.5 0.0 2.0 4.5 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 28 0 0 28 0 0 17 0 0 17 0
Walk [s] 0 7 0 0 10 0 0 7 0 0 7 0
Vehicle Extension [s] 2.0 3.0 0.0 4.0 3.0 0.0 2.0 4.0 0.0 2.0 4.0 0.0 Split [s] 26 59 0 10 43 0 9 31 0 10 32 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 3.0 3.5 0.0 3.0 3.5 0.0 3.0 5.5 0.0 3.0 5.5 0.0 Maximum Green [s] 30 30 0 30 30 0 30 30 0 30 30 0
Minimum Green [s] 5 6 0 5 6 0 5 6 0 5 6 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 110
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1711 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1949 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 314.14 77.27 14.76 11.77 2.90 4.76 509.24 173.20 119.13 238.24 0.79 95th-Percentile Queue Length [veh/ln] 12.57 3.09 0.59 0.47 0.12 0.19 20.37 6.93 4.77 9.53 0.03 50th-Percentile Queue Length [ft/ln] 198.59 42.93 8.20 6.54 1.61 2.64 354.79 96.22 66.18 140.90 0.44 50th-Percentile Queue Length [veh/ln] 7.94 1.72 0.33 0.26 0.06 0.11 14.19 3.85 2.65 5.64 0.02 Critical Lane Group Yes No No Yes No No Yes No Yes No No Lane Group LOSDDEEDEBBEBA
d, Delay for Lane Group [s/veh] 51.57 39.54 75.15 59.15 54.97 64.91 19.23 12.57 61.55 10.61 7.31 X, volume / capacity 0.90 0.25 0.43 0.29 0.08 0.37 0.77 0.32 0.89 0.44 0.00 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 6.90 0.47 21.02 5.52 1.51 10.29 1.99 0.92 9.88 0.44 0.00 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.07 0.11 0.15 0.11 0.11 0.04 0.50 0.50 0.04 0.50 0.50 d1, Uniform Delay [s] 44.67 39.07 54.13 53.63 53.47 54.62 17.23 11.66 51.67 10.17 7.30 c, Capacity [veh/h] 306 283 19 28 248 2982 931 98 3239 1011 s, saturation flow rate [veh/h] 1781 1603 1781 1870 1589 1781 5094 1589 1781 5094 1589 (v / s)_i Volume / Saturation Flow Rate 0.16 0.04 0.00 0.00 0.00 0.00 0.45 0.19 0.05 0.28 0.00 g / C, Green / Cycle 0.17 0.18 0.01 0.01 0.01 0.00 0.59 0.59 0.05 0.64 0.64 g_i, Effective Green Time [s] 19 191220 64 646 70 70
l2, Clearance Lost Time [s] 2.00 2.50 2.00 2.50 2.50 2.00 4.50 4.50 2.00 4.50 4.50 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.50 4.00 4.50 4.50 4.00 6.50 6.50 4.00 6.50 6.50 C, Cycle Length [s] 110 110 110 110 110 110 110 110 110 110 110 Lane GroupLCLCRLCRLCR
Lane Group Calculations
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1712 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1950 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 51.57 39.54 39.54 75.15 59.15 54.97 64.91 19.23 12.57 61.55 10.61 7.31 Movement LOS D D D E E D E B B E B A
d_A, Approach Delay [s/veh] 49.09 65.80 18.51 13.51
Approach LOS D E B B
d_I, Intersection Delay [s/veh] 19.37
Intersection LOS B
Intersection V/C 0.772
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 14.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 44.56 44.56 41.90 44.56
I_p,int, Pedestrian LOS Score for Intersection 2.192 2.147 3.259 3.211 Crosswalk LOS B B C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 991 700 445 464 d_b, Bicycle Delay [s] 14.01 23.25 33.24 32.47
I_b,int, Bicycle LOS Score for Intersection 2.135 1.589 2.991 2.401 Bicycle LOS B A C B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1713 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1951 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 1.038
Level Of Service: E
Delay (sec / veh): 43.6
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: All-way stop
Intersection 6: Lyon Avenue / Ramona Boulevard
Intersection Level Of Service Report
Crosswalk No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Lyon Avenue Ramona Boulevard Ramona Boulevard Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 80 282 38 29 366 39 31 235 151 53 217 23 Total 15-Minute Volume [veh/h] 20 70 10 7 92 10 8 59 38 13 54 6 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 Total Hourly Volume [veh/h] 73 257 35 26 334 36 28 214 138 48 198 21 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 73 257 35 26 334 36 28 214 138 48 198 21 Name Lyon Avenue Lyon Avenue Ramona Boulevard Ramona Boulevard Volumes
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1714 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1952 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Intersection LOS E
Intersection Delay [s/veh] 43.59
Approach LOS D F C D
Approach Delay [s/veh] 29.70 84.18 22.30 32.71
95th-Percentile Queue Length [ft] 18.72 157.96 344.79 111.92 36.84 142.76 95th-Percentile Queue Length [veh] 0.75 6.32 13.79 4.48 1.47 5.71 Movement, Approach, & Intersection Results
Degree of Utilization, x 0.20 0.76 1.04 0.65 0.34 0.73
Capacity per Entry Lane [veh/h] 394 422 434 409 447 402 Lanes
Intersection Settings
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1715 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1953 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.733
Level Of Service: C
Delay (sec / veh): 17.4
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: All-way stop
Intersection 7: Lyon Avenue / De Anza Drive
Intersection Level Of Service Report
Crosswalk No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 45.00 45.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Thru Right Left Thru Left Right
Lane Configuration
Approach Northbound Southbound Westbound
Name Lyon Avenue Lyon Avenue De Anza Drive
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 391 85 101 440 56 38
Total 15-Minute Volume [veh/h] 98 21 25 110 14 9
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9280 0.9280 0.9280 0.9280 0.9280 0.9280 Total Hourly Volume [veh/h] 363 79 94 408 52 35
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 363 79 94 408 52 35
Name Lyon Avenue Lyon Avenue De Anza Drive
Volumes
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1716 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1954 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Intersection LOS
C
Intersection Delay [s/veh] 17.43
Approach LOSCCB
Approach Delay [s/veh] 15.88 20.03 10.34
95th-Percentile Queue Length [ft] 115.82 162.78 9.67 5.21 95th-Percentile Queue Length [veh] 4.63 6.51 0.39 0.21
Movement, Approach, & Intersection Results
Degree of Utilization, x 0.64 0.73 0.11 0.07
Capacity per Entry Lane [veh/h] 747 738 487 584
Lanes
Intersection Settings
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1717 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1955 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.904
Level Of Service: E
Delay (sec / veh): 74.6
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 8: State Street / Ramona Expressway
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name State Street State Street Ramona Expressway Ramona Expressway Intersection Setup
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1718 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1956 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 404 533 100 225 476 70 132 1711 411 164 982 193 Total 15-Minute Volume [veh/h] 101 133 25 56 119 17 33 428 103 41 245 48 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9860 0.9860 0.9860 0.9860 0.9860 0.9860 0.9860 0.9860 0.9860 0.9860 0.9860 0.9860 Total Hourly Volume [veh/h] 398 526 99 222 469 69 130 1687 405 162 968 190 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 398 526 99 222 469 69 130 1687 405 162 968 190 Name State Street State Street Ramona Expressway Ramona Expressway Volumes
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1719 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1957 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering 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 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No No No No
l2, Clearance Lost Time [s] 3.0 4.0 0.0 3.0 4.0 0.0 3.0 4.0 0.0 3.0 4.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 31 0 0 29 0 0 19 0 0 18 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
Vehicle Extension [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Split [s] 16 44 0 14 42 0 10 32 0 10 32 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 4.0 5.0 0.0 4.0 5.0 0.0 4.0 5.0 0.0 4.0 5.0 0.0 Maximum Green [s] 30 30 0 30 30 0 30 30 0 30 30 0
Minimum Green [s] 5 4 0 4 5 0 5 5 0 5 5 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 100
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1720 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1958 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 1230.19 257.58 95.01 494.01 278.89 269.84 75.26 416.89 302.31 100.68 222.71 131.49 95th-Percentile Queue Length [veh/ln] 49.21 10.30 3.80 19.76 11.16 10.79 3.01 16.68 12.09 4.03 8.91 5.26 50th-Percentile Queue Length [ft/ln] 778.36 155.37 52.78 301.46 171.51 164.63 41.81 279.74 189.45 55.93 129.42 73.05 50th-Percentile Queue Length [veh/ln] 31.13 6.21 2.11 12.06 6.86 6.59 1.67 11.19 7.58 2.24 5.18 2.92 Critical Lane Group Yes No No No No Yes No Yes No Yes No No Lane Group LOS F D D F D D D C C E B B
d, Delay for Lane Group [s/veh] 525.35 39.24 35.16 225.67 43.22 43.40 49.31 25.38 24.05 56.08 19.56 18.36 X, volume / capacity 2.05 0.78 0.33 1.39 0.87 0.87 0.75 0.75 0.58 0.93 0.43 0.27 Lane Group Results
PF, progression 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 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 480.80 0.75 0.23 180.13 2.84 3.00 2.41 2.34 3.41 8.72 0.60 0.94 I, Upstream Filtering 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 k, delay calibration 0.21 0.04 0.04 0.04 0.04 0.04 0.04 0.50 0.50 0.04 0.50 0.50 d1, Uniform Delay [s] 44.54 38.49 34.93 45.54 40.38 40.40 46.90 23.05 20.64 47.36 18.96 17.42 c, Capacity [veh/h] 197 682 305 161 321 307 176 2278 711 176 2278 711 s, saturation flow rate [veh/h] 1781 3560 1589 1781 1870 1787 3459 5094 1589 3459 5094 1589 (v / s)_i Volume / Saturation Flow Rate 0.23 0.15 0.06 0.13 0.15 0.15 0.04 0.34 0.26 0.05 0.19 0.12 g / C, Green / Cycle 0.11 0.19 0.19 0.09 0.17 0.17 0.05 0.45 0.45 0.05 0.45 0.45 g_i, Effective Green Time [s] 11 19 19 9 17 17 5 45 45 5 45 45 l2, Clearance Lost Time [s] 3.00 4.00 4.00 3.00 4.00 4.00 3.00 4.00 4.00 3.00 4.00 4.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 5.00 6.00 6.00 5.00 6.00 6.00 5.00 6.00 6.00 5.00 6.00 6.00 C, Cycle Length [s] 100 100 100 100 100 100 100 100 100 100 100 100 Lane Group L C R L C C L C R L C R
Lane Group Calculations
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1721 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1959 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 525.35 39.24 35.16 225.67 43.29 43.40 49.31 25.38 24.05 56.08 19.56 18.36 Movement LOS F D D F D D D C C E B B
d_A, Approach Delay [s/veh] 228.23 96.53 26.54 23.86
Approach LOS F F C C
d_I, Intersection Delay [s/veh] 74.59
Intersection LOS E
Intersection V/C 0.904
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 39.65 39.65 39.65 39.65
I_p,int, Pedestrian LOS Score for Intersection 2.797 2.622 3.256 3.220 Crosswalk LOS C B C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 759 719 520 520 d_b, Bicycle Delay [s] 19.26 20.52 27.42 27.42
I_b,int, Bicycle LOS Score for Intersection 2.415 2.196 2.799 2.296 Bicycle LOS B B C B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1722 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1960 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.617
Level Of Service: D
Delay (sec / veh): 39.0
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 9: State Street / Ramona Boulevard
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name State Street State Street Ramona Boulevard Ramona Boulevard Intersection Setup
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1723 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1961 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 101 730 84 229 748 19 38 174 97 160 222 259 Total 15-Minute Volume [veh/h] 25 182 21 57 187 5 9 44 24 40 56 65 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 Total Hourly Volume [veh/h] 97 699 80 219 717 18 36 167 93 153 213 248 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 97 699 80 219 717 18 36 167 93 153 213 248 Name State Street State Street Ramona Boulevard Ramona Boulevard Volumes
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1724 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1962 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering 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 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No No No No
l2, Clearance Lost Time [s] 4.0 4.0 0.0 2.5 4.0 0.0 2.5 3.0 0.0 3.0 3.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 34 0 0 34 0 0 19 0 0 19 0
Walk [s] 0 10 0 0 10 0 0 10 0 0 10 0
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 17 50 0 20 53 0 10 34 0 16 40 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 5.0 5.0 0.0 3.5 5.0 0.0 3.5 4.0 0.0 4.0 4.0 0.0 Maximum Green [s] 30 30 0 30 30 0 30 30 0 30 30 0
Minimum Green [s] 5 8 0 5 8 0 5 6 0 5 6 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 5 2 0 1 6 0 7 4 0 3 8 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 120
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1725 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1963 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 152.61 314.41 305.73 332.87 264.89 263.12 61.34 231.69 128.17 251.92 260.80 322.66 95th-Percentile Queue Length [veh/ln] 6.10 12.58 12.23 13.31 10.60 10.52 2.45 9.27 5.13 10.08 10.43 12.91 50th-Percentile Queue Length [ft/ln] 84.78 198.80 192.08 213.15 160.88 159.55 34.08 136.04 71.21 151.12 157.80 205.20 50th-Percentile Queue Length [veh/ln] 3.39 7.95 7.68 8.53 6.44 6.38 1.36 5.44 2.85 6.04 6.31 8.21 Critical Lane Group No No Yes Yes No No Yes No No No No Yes Lane Group LOS E C C E B B E E D F D E
d, Delay for Lane Group [s/veh] 65.81 21.84 21.91 78.03 17.54 17.55 72.03 57.13 51.70 81.30 47.24 56.09 X, volume / capacity 0.80 0.45 0.45 0.99 0.39 0.39 0.69 0.78 0.51 0.97 0.64 0.88 Lane Group Results
PF, progression 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 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 10.88 1.63 1.69 25.82 1.13 1.14 14.41 5.80 2.12 26.93 1.99 8.44 I, Upstream Filtering 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 k, delay calibration 0.11 0.50 0.50 0.11 0.50 0.50 0.11 0.11 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 54.93 20.22 20.22 52.21 16.41 16.41 57.63 51.33 49.58 54.36 45.25 47.65 c, Capacity [veh/h] 126 913 880 231 999 990 55 223 190 164 346 294 s, saturation flow rate [veh/h] 1781 1870 1803 1781 1870 1854 1781 1870 1589 1781 1870 1589 (v / s)_i Volume / Saturation Flow Rate 0.06 0.22 0.22 0.13 0.21 0.21 0.02 0.09 0.06 0.09 0.12 0.16 g / C, Green / Cycle 0.07 0.49 0.49 0.13 0.53 0.53 0.03 0.12 0.12 0.09 0.18 0.18 g_i, Effective Green Time [s] 8 59 59 16 64 64 4 14 14 11 22 22 l2, Clearance Lost Time [s] 4.00 4.00 4.00 2.50 4.00 4.00 2.50 3.00 3.00 3.00 3.00 3.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 6.00 6.00 6.00 4.50 6.00 6.00 4.50 5.00 5.00 5.00 5.00 5.00 C, Cycle Length [s] 120 120 120 120 120 120 120 120 120 120 120 120 Lane Group L C C L C C L C R L C R
Lane Group Calculations
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1726 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1964 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 65.81 21.87 21.91 78.03 17.55 17.55 72.03 57.13 51.70 81.30 47.24 56.09 Movement LOS E C C E B B E E D F D E
d_A, Approach Delay [s/veh] 26.72 31.45 57.26 59.32
Approach LOS C C E E
d_I, Intersection Delay [s/veh] 38.97
Intersection LOS D
Intersection V/C 0.617
Other Modes
g_Walk,mi, Effective Walk Time [s] 14.0 14.0 14.0 14.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 46.84 46.84 46.84 46.84
I_p,int, Pedestrian LOS Score for Intersection 2.686 2.706 2.301 2.418 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 733 783 483 583 d_b, Bicycle Delay [s] 24.09 22.22 34.52 30.12
I_b,int, Bicycle LOS Score for Intersection 2.314 2.381 2.069 2.617 Bicycle LOS B B B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1727 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1965 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.546
Level Of Service: D
Delay (sec / veh): 41.4
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 10: Tiger Lane / Ramona Boulevard
Intersection Level Of Service Report
Crosswalk No Yes Yes No
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Tiger Lane Tiger Lane Ramona Boulevard Ramona Boulevard Intersection Setup
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1728 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1966 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 15 1 12 76 0 88 70 572 17 16 601 48 Total 15-Minute Volume [veh/h] 4 0 3 19 0 22 18 143 4 4 150 12 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 Total Hourly Volume [veh/h] 13 1 10 66 0 76 61 496 15 14 521 42 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 13 1 10 66 0 76 61 496 15 14 521 42 Name Tiger Lane Tiger Lane Ramona Boulevard Ramona Boulevard Volumes
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1729 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1967 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering 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 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No No No No
l2, Clearance Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 0 0 19 0 0 0 0 0 13 0
Walk [s] 0 0 0 0 7 0 0 0 0 0 7 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 0 11 0 0 30 0 11 53 0 11 53 0
All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Maximum Green [s] 0 30 0 0 30 0 30 30 0 30 30 0
Minimum Green [s] 0 7 0 0 7 0 7 7 0 7 7 0
Lead / Lag - - - - - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 3 8 0 7 4 0
Control Type Split Split Split Split Split Split Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 105
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1730 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1968 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 27.84 78.01 92.85 90.12 506.14 21.18 632.80 95th-Percentile Queue Length [veh/ln] 1.11 3.12 3.71 3.60 20.25 0.85 25.31 50th-Percentile Queue Length [ft/ln] 15.46 43.34 51.59 50.06 352.24 11.77 457.42 50th-Percentile Queue Length [veh/ln] 0.62 1.73 2.06 2.00 14.09 0.47 18.30 Critical Lane Group Yes No Yes Yes No No Yes
Lane Group LOSCDDECDD
d, Delay for Lane Group [s/veh] 33.92 35.65 36.82 55.75 34.97 54.95 46.92 X, volume / capacity 0.08 0.20 0.27 0.67 0.78 0.35 0.94 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.44 1.25 1.96 7.28 7.84 4.61 15.05 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.50 0.11 0.50 0.11 0.28 d1, Uniform Delay [s] 33.48 34.40 34.86 48.47 27.14 50.34 31.87 c, Capacity [veh/h] 353 371 331 104 755 45 688
s, saturation flow rate [veh/h] 1696 1781 1589 1781 1861 1781 1846 (v / s)_i Volume / Saturation Flow Rate 0.02 0.04 0.06 0.04 0.32 0.01 0.35 g / C, Green / Cycle 0.21 0.21 0.21 0.06 0.41 0.03 0.37 g_i, Effective Green Time [s] 22 22 226 433 39
l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 105 105 105 105 105 105 105
Lane GroupCLCLCLC
Lane Group Calculations
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1731 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1969 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 33.92 33.92 33.92 35.65 36.82 36.82 55.75 34.97 34.97 54.95 46.92 46.92 Movement LOS C C C D D D E C C D D D
d_A, Approach Delay [s/veh] 33.92 36.28 37.18 47.11
Approach LOS C D D D
d_I, Intersection Delay [s/veh] 41.38
Intersection LOS D
Intersection V/C 0.546
Other Modes
g_Walk,mi, Effective Walk Time [s] 0.0 11.0 11.0 0.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 0.00 42.09 42.09 0.00
I_p,int, Pedestrian LOS Score for Intersection 0.000 2.039 2.390 0.000 Crosswalk LOS F B B F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 133 495 933 933 d_b, Bicycle Delay [s] 45.75 29.73 14.95 14.95
I_b,int, Bicycle LOS Score for Intersection 1.606 1.830 2.647 2.657 Bicycle LOS A A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - - 7 8 - - - - - - - - - - - -
Ring 1 2 6 3 4 - - - - - - - - - - - -
Sequence
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1732 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1970 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 1.148
Level Of Service: F
Delay (sec / veh): 87.2
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: All-way stop
Intersection 11: Lyon Avenue / Cottonwood Avenue
Intersection Level Of Service Report
Crosswalk No Yes No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Lyon Avenue Cottonwood Avenue Cottonwood Avenue Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 64 307 41 50 340 98 102 343 66 21 301 44 Total 15-Minute Volume [veh/h] 16 77 10 13 85 24 25 86 17 5 75 11 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9510 0.9510 0.9510 0.9510 0.9510 0.9510 0.9510 0.9510 0.9510 0.9510 0.9510 0.9510 Total Hourly Volume [veh/h] 61 292 39 48 323 93 97 326 63 20 286 42 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 61 292 39 48 323 93 97 326 63 20 286 42 Name Lyon Avenue Lyon Avenue Cottonwood Avenue Cottonwood Avenue Volumes
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1733 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1971 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Intersection LOS F
Intersection Delay [s/veh] 87.15
Approach LOS F E F F
Approach Delay [s/veh] 125.72 45.28 97.91 84.56
95th-Percentile Queue Length [ft] 404.74 12.16 235.91 23.63 30.62 390.33 302.53 95th-Percentile Queue Length [veh] 16.19 0.49 9.44 0.95 1.22 15.61 12.10 Movement, Approach, & Intersection Results
Degree of Utilization, x 1.15 0.14 0.91 0.24 0.30 1.13 1.02 Capacity per Entry Lane [veh/h] 412 355 373 401 342 409 366 Lanes
Intersection Settings
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1734 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1972 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 1.085
Level Of Service: F
Delay (sec / veh): 133.2
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 12: San Jacinto Avenue / Ramona Boulevard / Main Street Intersection Level Of Service Report
Crosswalk Yes Yes Yes
Curb Present No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left2 Left Thru Right Left Thru Right Right2 Left2 Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound
Name San Jacinto Avenue San Jacinto Avenue Main Street
Intersection Setup
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1735 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1973 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0
v_ci, Inbound Pedestrian Volume along the le 0 0 0
v_co, Outbound Pedestrian Volume along th 0 0 0
v_di, Inbound Pedestrian Volume crossing th 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No
Total Analysis Volume [veh/h] 15 379 392 85 15 564 42 1 0 20 93 16 Total 15-Minute Volume [veh/h] 4 95 98 21 4 141 11 0 0 5 23 4 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9440 0.9440 0.9440 0.9440 0.9440 0.9440 0.9440 0.9440 0.9440 0.9440 0.9440 0.9440 Total Hourly Volume [veh/h] 14 358 370 80 14 532 40 1 0 19 88 15 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 14 358 370 80 14 532 40 1 0 19 88 15 Name San Jacinto Avenue San Jacinto Avenue Main Street
Volumes
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1736 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1974 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering 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 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No
Maximum Recall No No No
Minimum Recall No No No
l2, Clearance Lost Time [s] 0.0 0.0 3.6 0.0 0.0 3.6 0.0 0.0 0.0 0.0 3.1 0.0 l1, Start-Up Lost Time [s] 0.0 0.0 2.0 0.0 0.0 2.0 0.0 0.0 0.0 0.0 2.0 0.0 Rest In Walk No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 14 0 0 19 0 0 0 0 14 0
Walk [s] 0 0 7 0 0 7 0 0 0 0 7 0
Vehicle Extension [s] 0.0 0.0 3.0 0.0 0.0 2.0 0.0 0.0 0.0 0.0 3.5 0.0 Split [s] 0 0 27 0 0 33 0 0 0 0 27 0
All red [s] 0.0 0.0 2.0 0.0 0.0 2.0 0.0 0.0 0.0 0.0 1.5 0.0 Amber [s] 0.0 0.0 3.6 0.0 0.0 3.6 0.0 0.0 0.0 0.0 3.6 0.0 Maximum Green [s] 0 0 30 0 0 30 0 0 0 0 30 0
Minimum Green [s] 0 0 5 0 0 5 0 0 0 0 5 0
Lead / Lag - - - - - - - - - - - -
Auxiliary Signal Groups
Signal Group 0 0 2 0 0 3 0 0 0 0 4 0
Control Type Split Split Split Split Split Split Split Split Permiss Permiss Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 125
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1737 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1975 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 490.50 683.09 1569.14 165.11 95th-Percentile Queue Length [veh/ln] 19.62 27.32 62.77 6.60 50th-Percentile Queue Length [ft/ln] 339.43 499.78 1028.46 91.73 50th-Percentile Queue Length [veh/ln] 13.58 19.99 41.14 3.67 Critical Lane Group No Yes Yes No
Lane Group LOSEFFD
d, Delay for Lane Group [s/veh] 59.56 85.82 303.46 46.95 X, volume / capacity 0.84 0.99 1.54 0.40
Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00
d2, Incremental Delay [s] 16.05 39.84 254.55 0.97
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00
k, delay calibration 0.50 0.50 0.50 0.13
d1, Uniform Delay [s] 43.51 45.98 48.91 45.98
c, Capacity [veh/h] 471 479 404 322
s, saturation flow rate [veh/h] 1781 1813 1845 1663
(v / s)_i Volume / Saturation Flow Rate 0.22 0.26 0.34 0.08 g / C, Green / Cycle 0.26 0.26 0.22 0.17
g_i, Effective Green Time [s] 33 33 27 22
l2, Clearance Lost Time [s] 3.60 3.60 3.60 3.10
l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 2.00 L, Total Lost Time per Cycle [s] 5.60 5.60 5.60 5.10
C, Cycle Length [s] 125 125 125 125
Lane GroupLCCC
Lane Group Calculations
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1738 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1976 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle LOS B B A
I_b,int, Bicycle LOS Score for Intersection 2.371 2.584 1.739 d_b, Bicycle Delay [s] 43.00 38.17 42.58
c_b, Capacity of the bicycle lane [bicycles/h] 342 438 350 s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 Crosswalk LOS B B A
I_p,int, Pedestrian LOS Score for Intersection 2.678 2.326 1.865 d_p, Pedestrian Delay [s] 52.05 52.05 52.05
M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0
Other Modes
Intersection V/C 1.085
Intersection LOS F
d_I, Intersection Delay [s/veh] 133.24
Approach LOS E F D
d_A, Approach Delay [s/veh] 73.94 303.46 46.95
Movement LOS E E F F F F F F D D D D
d_M, Delay for Movement [s/veh] 59.56 59.56 85.82 85.82 303.46 303.46 303.46 303.46 46.95 46.95 46.95 46.95 Movement, Approach, & Intersection Results
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1739 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1977 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Crosswalk Yes Yes
Curb Present No No
Grade [%] 0.00 0.00
Speed [mph] 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket00000000
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket00000000
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Right2 Left2 Left Thru Right Lane Configuration
Approach Westbound Southeastbound
Name Main Street Ramona Boulevard
Intersection Setup
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1740 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1978 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0
v_ci, Inbound Pedestrian Volume along the le 0 0
v_co, Outbound Pedestrian Volume along th 0 0
v_di, Inbound Pedestrian Volume crossing th 0 0
v_do, Outbound Pedestrian Volume crossing 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0
Presence of On-Street Parking No No No No
Total Analysis Volume [veh/h] 91 89 105 10 6 96 282 0
Total 15-Minute Volume [veh/h] 23 22 26 2 2 24 70 0
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9440 0.9440 0.9440 0.9440 0.9440 0.9440 0.9440 0.9440 Total Hourly Volume [veh/h] 86 84 99 9 6 91 266 0
Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0
Other Volume [veh/h] 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 86 84 99 9 6 91 266 0
Name Main Street Ramona Boulevard
Volumes
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1741 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1979 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Pedestrian Recall No No
Maximum Recall No No
Minimum Recall No No
l2, Clearance Lost Time [s] 0.0 3.1 0.0 0.0 0.0 0.0 3.6 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 0.0 0.0 2.0 0.0 Rest In Walk No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 14 0 0 0 0 24 0
Walk [s] 0 7 0 0 0 0 7 0
Vehicle Extension [s] 0.0 3.5 0.0 0.0 0.0 0.0 2.0 0.0
Split [s] 0 27 0 0 0 0 37 0
All red [s] 0.0 1.5 0.0 0.0 0.0 0.0 2.0 0.0
Amber [s] 0.0 3.6 0.0 0.0 0.0 0.0 3.6 0.0
Maximum Green [s] 0 30 0 0 0 0 30 0
Minimum Green [s] 0 5 0 0 0 0 5 0
Lead / Lag - - - - - - - -
Auxiliary Signal Groups
Signal Group 0 4 0 0 0 0 1 0
Control Type Permissive Permissive Permissive Permissive Split Split Split Split Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 125
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1742 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1980 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 455.36 127.85 355.94 95th-Percentile Queue Length [veh/ln] 18.21 5.11 14.24
50th-Percentile Queue Length [ft/ln] 310.80 71.03 231.24 50th-Percentile Queue Length [veh/ln] 12.43 2.84 9.25
Critical Lane Group Yes No Yes
Lane Group LOSFDE
d, Delay for Lane Group [s/veh] 89.25 46.27 57.90
X, volume / capacity 0.98 0.34 0.90
Lane Group Results
PF, progression factor 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00
d2, Incremental Delay [s] 36.27 0.25 6.82
I, Upstream Filtering Factor 1.00 1.00 1.00
k, delay calibration 0.31 0.04 0.08
d1, Uniform Delay [s] 52.98 46.02 51.09
c, Capacity [veh/h] 301 299 314
s, saturation flow rate [veh/h] 1512 1781 1870
(v / s)_i Volume / Saturation Flow Rate 0.20 0.06 0.15
g / C, Green / Cycle 0.17 0.17 0.17
g_i, Effective Green Time [s] 22 21 21
l2, Clearance Lost Time [s] 3.10 3.60 3.60
l1_p, Permitted Start-Up Lost Time [s] 2.00 0.00 0.00
L, Total Lost Time per Cycle [s] 5.10 5.60 5.60
C, Cycle Length [s] 125 125 125
Lane GroupCLC
Lane Group Calculations
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1743 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1981 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 89.25 89.25 89.25 89.25 46.27 46.27 57.90 57.90 Movement LOS F F F F D D E E
d_A, Approach Delay [s/veh] 89.25 54.81
Approach LOS F D
d_I, Intersection Delay [s/veh] 133.24
Intersection LOS F
Intersection V/C 1.085
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00
d_p, Pedestrian Delay [s] 52.05 52.05
I_p,int, Pedestrian LOS Score for Intersection 2.015 2.267 Crosswalk LOS B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 350 502
d_b, Bicycle Delay [s] 42.58 35.11
I_b,int, Bicycle LOS Score for Intersection 2.030 2.035 Bicycle LOS B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - - - - - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1744 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1982 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.670
Level Of Service: C
Delay (sec / veh): 29.1
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 13: Lyon Avenue / Esplande Avenue
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Lyon Avenue Esplande Avenue Esplande Avenue Intersection Setup
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1745 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1983 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 17 344 66 102 312 46 79 498 39 77 468 133 Total 15-Minute Volume [veh/h] 4 86 16 26 78 11 20 124 10 19 117 33 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 Total Hourly Volume [veh/h] 16 330 63 98 299 44 76 477 37 74 448 127 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 16 330 63 98 299 44 76 477 37 74 448 127 Name Lyon Avenue Lyon Avenue Esplande Avenue Esplande Avenue Volumes
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1746 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1984 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering 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 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall Yes No Yes No Yes No Yes No
l2, Clearance Lost Time [s] 2.5 3.3 0.0 2.5 3.3 0.0 2.5 3.3 0.0 2.5 3.3 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 21 0 0 21 0 0 21 0 0 21 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
Vehicle Extension [s] 1.5 3.0 0.0 1.5 3.0 0.0 1.5 3.0 0.0 1.5 3.0 0.0 Split [s] 10 35 0 11 36 0 10 34 0 10 34 0
All red [s] 0.5 1.0 0.0 0.5 1.0 0.0 0.5 1.0 0.0 0.5 1.0 0.0 Amber [s] 4.0 4.3 0.0 4.0 4.3 0.0 4.0 4.3 0.0 4.0 4.3 0.0 Maximum Green [s] 7 30 0 7 30 0 6 30 0 6 30 0
Minimum Green [s] 5 6 0 5 6 0 5 6 0 5 6 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1747 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1985 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 18.17 309.04 53.49 111.51 251.11 33.80 82.93 322.77 21.13 80.98 300.99 77.38 95th-Percentile Queue Length [veh/ln] 0.73 12.36 2.14 4.46 10.04 1.35 3.32 12.91 0.85 3.24 12.04 3.10 50th-Percentile Queue Length [ft/ln] 10.09 194.64 29.72 61.95 150.51 18.78 46.07 205.29 11.74 44.99 188.43 42.99 50th-Percentile Queue Length [veh/ln] 0.40 7.79 1.19 2.48 6.02 0.75 1.84 8.21 0.47 1.80 7.54 1.72 Critical Lane Group No Yes No Yes No No No Yes No Yes No No Lane Group LOS D D C D C C D C B D C B
d, Delay for Lane Group [s/veh] 46.70 40.51 29.56 48.93 30.83 25.38 46.54 22.22 14.45 46.69 21.50 15.89 X, volume / capacity 0.45 0.87 0.20 0.79 0.64 0.11 0.77 0.60 0.06 0.77 0.57 0.19 Lane Group Results
PF, progression 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 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 3.13 6.13 0.28 7.81 1.38 0.12 4.65 3.21 0.15 4.73 2.80 0.60 I, Upstream Filtering 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 k, delay calibration 0.04 0.11 0.11 0.08 0.11 0.11 0.04 0.50 0.50 0.04 0.50 0.50 d1, Uniform Delay [s] 43.58 34.38 29.27 41.12 29.45 25.27 41.89 19.01 14.30 41.96 18.70 15.30 c, Capacity [veh/h] 38 394 335 129 490 416 102 829 705 100 827 703 s, saturation flow rate [veh/h] 1781 1870 1589 1781 1870 1589 1781 1870 1589 1781 1870 1589 (v / s)_i Volume / Saturation Flow Rate 0.01 0.18 0.04 0.06 0.17 0.03 0.04 0.27 0.02 0.04 0.25 0.08 g / C, Green / Cycle 0.02 0.21 0.21 0.07 0.26 0.26 0.06 0.44 0.44 0.06 0.44 0.44 g_i, Effective Green Time [s] 2 19 19 7 24 24 5 40 40 5 40 40 l2, Clearance Lost Time [s] 2.50 3.30 3.30 2.50 3.30 3.30 2.50 3.30 3.30 2.50 3.30 3.30 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.50 5.30 5.30 4.50 5.30 5.30 4.50 5.30 5.30 4.50 5.30 5.30 C, Cycle Length [s] 90 90 90 90 90 90 90 90 90 90 90 90 Lane Group L C R L C R L C R L C R
Lane Group Calculations
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1748 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1986 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 46.70 40.51 29.56 48.93 30.83 25.38 46.54 22.22 14.45 46.69 21.50 15.89 Movement LOS D D C D C C D C B D C B
d_A, Approach Delay [s/veh] 39.07 34.30 24.84 23.26
Approach LOS D C C C
d_I, Intersection Delay [s/veh] 29.13
Intersection LOS C
Intersection V/C 0.670
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 34.69 34.69 34.69 34.69
I_p,int, Pedestrian LOS Score for Intersection 2.339 2.378 2.410 2.458 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 660 682 637 637 d_b, Bicycle Delay [s] 20.22 19.55 20.89 20.89
I_b,int, Bicycle LOS Score for Intersection 2.264 2.319 2.576 2.678 Bicycle LOS B B B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1749 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1987 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.681
Level Of Service: D
Delay (sec / veh): 35.6
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 14: Lyon Avenue / Florida Avenue
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Lyon Avenue Florida Avenue Florida Avenue Intersection Setup
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1750 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1988 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 88 224 106 100 218 134 141 1495 45 122 1221 85 Total 15-Minute Volume [veh/h] 22 56 27 25 54 34 35 374 11 30 305 21 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 Total Hourly Volume [veh/h] 85 217 103 97 211 130 137 1449 44 118 1183 82 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 85 217 103 97 211 130 137 1449 44 118 1183 82 Name Lyon Avenue Lyon Avenue Florida Avenue Florida Avenue Volumes
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1751 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1989 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering 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 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No No No No
l2, Clearance Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 23 0 0 21 0 0 16 0 0 19 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 0 34 0 0 34 0 17 59 0 12 54 0
All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Maximum Green [s] 0 30 0 0 30 0 30 30 0 30 30 0
Minimum Green [s] 0 7 0 0 7 0 7 7 0 7 7 0
Lead / Lag - - - - - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 3 8 0 7 4 0
Control Type Permiss Permiss Permiss Permiss Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 105
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1752 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1990 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 88.22 190.75 85.47 101.93 185.32 110.40 181.98 689.24 692.89 170.88 537.34 532.05 95th-Percentile Queue Length [veh/ln] 3.53 7.63 3.42 4.08 7.41 4.42 7.28 27.57 27.72 6.84 21.49 21.28 50th-Percentile Queue Length [ft/ln] 49.01 106.23 47.48 56.63 102.96 61.33 101.10 504.97 508.06 94.93 377.92 373.56 50th-Percentile Queue Length [veh/ln] 1.96 4.25 1.90 2.27 4.12 2.45 4.04 20.20 20.32 3.80 15.12 14.94 Critical Lane Group No Yes No No No No No No Yes Yes No No Lane Group LOS C C C C C C E D D E C C
d, Delay for Lane Group [s/veh] 32.91 25.61 23.62 33.77 25.47 24.31 55.99 39.41 40.25 65.01 31.38 31.74 X, volume / capacity 0.26 0.33 0.18 0.29 0.32 0.23 0.82 0.92 0.93 0.89 0.82 0.83 Lane Group Results
PF, progression 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 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 1.83 1.31 0.71 2.14 1.26 0.95 9.42 12.07 12.81 17.01 4.85 5.13 I, Upstream Filtering 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 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 0.11 0.31 0.32 0.11 0.24 0.25 d1, Uniform Delay [s] 31.07 24.30 22.92 31.63 24.21 23.36 46.56 27.34 27.44 48.01 26.54 26.61 c, Capacity [veh/h] 340 676 575 343 676 575 171 836 827 137 800 782 s, saturation flow rate [veh/h] 1029 1870 1589 1050 1870 1589 1781 1870 1851 1781 1870 1828 (v / s)_i Volume / Saturation Flow Rate 0.09 0.12 0.07 0.10 0.12 0.08 0.08 0.41 0.42 0.07 0.35 0.35 g / C, Green / Cycle 0.36 0.36 0.36 0.36 0.36 0.36 0.10 0.45 0.45 0.08 0.43 0.43 g_i, Effective Green Time [s] 38 38 38 38 38 38 10 47 47 8 45 45 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 2.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 105 105 105 105 105 105 105 105 105 105 105 105 Lane Group L C R L C R L C C L C C
Lane Group Calculations
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1753 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1991 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 32.91 25.61 23.62 33.77 25.47 24.31 55.99 39.82 40.25 65.01 31.55 31.74 Movement LOS C C C C C C E D D E C C
d_A, Approach Delay [s/veh] 26.64 26.96 41.18 34.42
Approach LOS C C D C
d_I, Intersection Delay [s/veh] 35.61
Intersection LOS D
Intersection V/C 0.681
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 42.07 42.07 42.07 42.07
I_p,int, Pedestrian LOS Score for Intersection 2.334 2.358 3.041 3.060 Crosswalk LOS B B C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 571 571 1048 952 d_b, Bicycle Delay [s] 26.78 26.78 11.90 14.40
I_b,int, Bicycle LOS Score for Intersection 2.249 2.305 2.946 2.738 Bicycle LOS B B C B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - 6 7 8 - - - - - - - - - - - -
Ring 1 - 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1754 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1992 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Appendix E
Background With Project
Intersection Analysis Worksheets

4.1.r
Packet Pg. 1755 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1993 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.826
Level Of Service: C
Delay (sec / veh): 31.8
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 1: Warren Road / Ramona Expressway
Intersection Level Of Service Report
Crosswalk Yes No Yes No
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Warren Road Warren Road Ramona Expressway Ramona Expressway Intersection Setup
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1756 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1994 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 397 1 359 0 1 0 1 994 541 197 944 0 Total 15-Minute Volume [veh/h] 99 0 90 0 0 0 0 248 135 49 236 0 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9810 0.9810 0.9810 0.9810 0.9810 0.9810 0.9810 0.9810 0.9810 0.9810 0.9810 0.9810 Total Hourly Volume [veh/h] 389 1 352 0 1 0 1 975 531 193 926 0 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 389 1 352 0 1 0 1 975 531 193 926 0 Name Warren Road Warren Road Ramona Expressway Ramona Expressway Volumes
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1757 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1995 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering 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 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No No No No
l2, Clearance Lost Time [s] 0.0 4.0 0.0 0.0 4.0 0.0 2.6 5.8 0.0 2.6 5.8 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 0 0 14 0 0 8 0 0 0 0
Walk [s] 0 0 0 0 11 0 0 6 0 0 0 0
Vehicle Extension [s] 0.0 2.5 0.0 0.0 2.5 0.0 1.5 3.0 0.0 1.5 3.0 0.0 Split [s] 0 52 0 0 52 0 10 33 0 20 43 0
All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 1.0 2.0 0.0 1.0 2.0 0.0 Amber [s] 0.0 5.0 0.0 0.0 5.0 0.0 3.6 5.8 0.0 3.6 5.8 0.0 Maximum Green [s] 0 30 0 0 30 0 30 30 0 30 30 0
Minimum Green [s] 0 6 0 0 6 0 5 8 0 5 8 0
Lead / Lag - - - - - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 0 8 0 0 4 0 5 2 0 1 6 0
Control Type Permiss Permiss Permiss Permiss Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 105
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1758 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1996 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 391.85 326.75 0.79 1.69 405.17 525.95 224.90 300.15 300.15 95th-Percentile Queue Length [veh/ln] 15.67 13.07 0.03 0.07 16.21 21.04 9.00 12.01 12.01 50th-Percentile Queue Length [ft/ln] 259.70 208.38 0.44 0.94 270.34 368.54 131.03 187.78 187.78 50th-Percentile Queue Length [veh/ln] 10.39 8.34 0.02 0.04 10.81 14.74 5.24 7.51 7.51 Critical Lane Group Yes No No No No Yes Yes No No
Lane Group LOSDCCECDDBB
d, Delay for Lane Group [s/veh] 41.27 34.59 25.44 61.57 29.92 44.26 48.77 18.05 18.05 X, volume / capacity 0.84 0.74 0.00 0.23 0.71 0.87 0.87 0.49 0.49 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 5.84 1.71 0.00 9.29 3.08 14.93 3.85 1.75 1.75 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.15 0.08 0.08 0.04 0.50 0.50 0.04 0.50 0.50 d1, Uniform Delay [s] 35.43 32.87 25.44 52.28 26.84 29.33 44.92 16.30 16.30 c, Capacity [veh/h] 471 484 6034 1399 625 227 969 969
s, saturation flow rate [veh/h] 1416 1590 1870 1781 3560 1589 1781 1870 1870 (v / s)_i Volume / Saturation Flow Rate 0.28 0.23 0.00 0.00 0.28 0.34 0.11 0.25 0.25 g / C, Green / Cycle 0.30 0.30 0.30 0.00 0.39 0.39 0.13 0.52 0.52 g_i, Effective Green Time [s] 32 32 320 41 41 13 54 54
l2, Clearance Lost Time [s] 4.00 4.00 4.00 2.60 5.80 5.80 2.60 5.80 5.80 l1_p, Permitted Start-Up Lost Time [s] 2.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 6.00 6.00 6.00 4.60 7.80 7.80 4.60 7.80 7.80 C, Cycle Length [s] 105 105 105 105 105 105 105 105 105 Lane GroupLCCLCRLCC
Lane Group Calculations
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1759 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1997 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 41.27 34.59 34.59 25.44 25.44 25.44 61.57 29.92 44.26 48.77 18.05 18.05 Movement LOS D C C C C C E C D D B B
d_A, Approach Delay [s/veh] 38.09 25.44 34.99 23.36
Approach LOS D C C C
d_I, Intersection Delay [s/veh] 31.81
Intersection LOS C
Intersection V/C 0.826
Other Modes
g_Walk,mi, Effective Walk Time [s] 10.0 0.0 15.0 0.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 42.98 0.00 38.57 0.00
I_p,int, Pedestrian LOS Score for Intersection 2.435 0.000 3.489 0.000 Crosswalk LOS B F C F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 876 876 480 670 d_b, Bicycle Delay [s] 16.58 16.58 30.33 23.20
I_b,int, Bicycle LOS Score for Intersection 2.809 1.561 2.827 2.501 Bicycle LOS C A C B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - 8 - - - - - - - - - - - -
Ring 1 1 2 - 4 - - - - - - - - - - - -
Sequence
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1760 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1998 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.923
Level Of Service: F
Delay (sec / veh): 80.1
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 2: Sanderson Avenue / Ramona Expressway
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Sanderson Avenue Sanderson Avenue Ramona Expressway Ramona Expressway Intersection Setup
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1761 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 1999 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 253 920 140 641 1424 276 381 402 462 951 684 498 Total 15-Minute Volume [veh/h] 63 230 35 160 356 69 95 101 116 238 171 125 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9890 0.9890 0.9890 0.9890 0.9890 0.9890 0.9890 0.9890 0.9890 0.9890 0.9890 0.9890 Total Hourly Volume [veh/h] 250 910 138 634 1408 273 377 398 457 941 676 493 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 250 910 138 634 1408 273 377 398 457 941 676 493 Name Sanderson Avenue Sanderson Avenue Ramona Expressway Ramona Expressway Volumes
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1762 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2000 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering 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 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No No No No No No No
Maximum Recall No No No No No No No No No No No No
Minimum Recall No No No No No No No No No No No No
l2, Clearance Lost Time [s] 2.7 5.0 5.0 2.7 5.0 5.0 2.7 5.0 5.0 2.7 5.0 5.0 l1, Start-Up Lost Time [s] 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 0 0 0 0 0 0 0 0 0 0
Walk [s] 0 7 7 0 7 7 0 7 7 0 7 7
Vehicle Extension [s] 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Split [s] 12 34 34 25 47 47 18 20 20 31 33 33
All red [s] 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Amber [s] 3.7 6.0 6.0 3.7 6.0 6.0 3.7 6.0 6.0 3.7 6.0 6.0 Maximum Green [s] 30 30 30 30 30 30 30 30 30 30 30 30
Minimum Green [s] 5 5 5 5 5 5 5 5 5 5 5 5
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups 2,3 6,7 4,5 1,8
Signal Group 5 2 2 1 6 6 7 4 4 3 8 8
Control Type Protecte Permiss Overlap Protecte Permiss Overlap Protecte Permiss Overlap Protecte Permiss Overlap Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 120
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1763 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2001 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 253.60 493.28 79.40 474.19 768.58 173.54 259.40 298.32 945.41 880.04 380.24 458.52 95th-Percentile Queue Length [veh/ln] 10.14 19.73 3.18 18.97 30.74 6.94 10.38 11.93 37.82 35.20 15.21 18.34 50th-Percentile Queue Length [ft/ln] 143.80 341.70 44.11 310.00 572.40 96.41 156.74 182.11 629.42 585.74 250.47 313.36 50th-Percentile Queue Length [veh/ln] 5.75 13.67 1.76 12.40 22.90 3.86 6.27 7.28 25.18 23.43 10.02 12.53 Critical Lane Group No No No No Yes No No No Yes Yes No No Lane Group LOS F D B F D B E F F F D C
d, Delay for Lane Group [s/veh] 139.71 46.24 11.61 94.55 49.78 13.25 63.35 82.12 189.73 162.78 47.39 33.11 X, volume / capacity 1.18 0.84 0.15 1.09 0.96 0.30 0.99 1.05 1.27 1.26 0.89 0.71 Lane Group Results
PF, progression 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 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 83.35 7.56 0.34 44.64 15.68 0.81 10.07 28.49 143.34 115.86 1.54 5.93 I, Upstream Filtering 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 k, delay calibration 0.04 0.50 0.50 0.04 0.50 0.50 0.04 0.04 0.50 0.04 0.04 0.50 d1, Uniform Delay [s] 56.35 38.68 11.27 49.90 34.11 12.44 53.28 53.63 46.39 46.93 45.85 27.18 c, Capacity [veh/h] 215 1101 932 586 1483 932 386 383 362 758 765 704 s, saturation flow rate [veh/h] 3459 3560 1589 3459 3560 1589 3459 3560 1589 3459 3560 1589 (v / s)_i Volume / Saturation Flow Rate 0.07 0.26 0.09 0.19 0.40 0.17 0.11 0.11 0.29 0.27 0.19 0.31 g / C, Green / Cycle 0.06 0.31 0.59 0.17 0.42 0.59 0.11 0.11 0.23 0.22 0.22 0.44 g_i, Effective Green Time [s] 7 37 70 20 50 70 13 13 27 26 26 53 l2, Clearance Lost Time [s] 2.70 5.00 0.00 2.70 5.00 0.00 2.70 5.00 0.00 2.70 5.00 0.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.70 7.00 4.70 4.70 7.00 4.70 4.70 7.00 4.70 4.70 7.00 4.70 C, Cycle Length [s] 120 120 120 120 120 120 120 120 120 120 120 120 Lane Group L C R L C R L C R L C R
Lane Group Calculations
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1764 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2002 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 139.71 46.24 11.61 94.55 49.78 13.25 63.35 82.12 189.73 162.78 47.39 33.11 Movement LOS F D B F D B E F F F D C
d_A, Approach Delay [s/veh] 60.56 57.73 116.31 95.50
Approach LOS E E F F
d_I, Intersection Delay [s/veh] 80.09
Intersection LOS F
Intersection V/C 0.923
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 49.55 49.55 49.55 49.55
I_p,int, Pedestrian LOS Score for Intersection 3.186 3.184 2.950 3.070 Crosswalk LOS C C C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 450 666 217 433 d_b, Bicycle Delay [s] 36.08 26.71 47.75 36.86
I_b,int, Bicycle LOS Score for Intersection 2.643 3.491 2.587 3.319 Bicycle LOS B C B C
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1765 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2003 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 1.135
Level Of Service: D
Delay (sec / veh): 44.6
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 3: Sanderson Avenue / Ramona Boulevard
Intersection Level Of Service Report
Crosswalk No No No
Curb Present No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Thru Right Left Thru Left Right
Lane Configuration
Approach Northbound Southbound Westbound
Name Sanderson Avenue Sanderson Avenue Ramona Boulevard Intersection Setup
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1766 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2004 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0
Presence of On-Street Parking No No No No No No
Total Analysis Volume [veh/h] 1202 82 119 3159 90 213
Total 15-Minute Volume [veh/h] 300 21 30 790 22 53
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9260 0.9260 0.9260 0.9260 0.9260 0.9260 Total Hourly Volume [veh/h] 1113 76 110 2925 83 197
Right Turn on Red Volume [veh/h] 0 0 0 0 0 0
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 1113 76 110 2925 83 197
Name Sanderson Avenue Sanderson Avenue Ramona Boulevard Volumes
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1767 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2005 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0
Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0
Pedestrian Recall No No No No
Maximum Recall No No No No
Minimum Recall No No No No
l2, Clearance Lost Time [s] 2.0 0.0 2.0 2.0 2.0 0.0
l1, Start-Up Lost Time [s] 2.0 0.0 2.0 2.0 2.0 0.0
Rest In Walk No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0
Pedestrian Clearance [s] 0 0 0 0 0 0
Walk [s] 0 0 0 0 0 0
Vehicle Extension [s] 3.0 0.0 3.0 3.0 3.0 0.0
Split [s] 41 0 63 104 16 0
All red [s] 1.0 0.0 1.0 1.0 1.0 0.0
Amber [s] 3.0 0.0 3.0 3.0 3.0 0.0
Maximum Green [s] 30 0 30 30 30 0
Minimum Green [s] 7 0 7 7 7 0
Lead / Lag - - Lead - Lead -
Auxiliary Signal Groups
Signal Group 6 0 5 2 7 0
Control Type Permissive Permissive Protected Permissive Permissive Permissive Phasing & Timing
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 120
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1768 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2006 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 255.99 27.24 176.91 1308.71 120.51 485.24 95th-Percentile Queue Length [veh/ln] 10.24 1.09 7.08 52.35 4.82 19.41 50th-Percentile Queue Length [ft/ln] 154.17 15.13 98.28 976.58 66.95 297.71 50th-Percentile Queue Length [veh/ln] 6.17 0.61 3.93 39.06 2.68 11.91 Critical Lane Group No No No Yes No Yes
Lane Group LOSAAEFDF
d, Delay for Lane Group [s/veh] 7.90 5.20 63.83 47.16 53.32 214.35 X, volume / capacity 0.47 0.07 0.81 1.07 0.50 1.34
Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.63 0.12 9.78 37.14 2.19 160.39 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.11 0.50 0.11 0.11
d1, Uniform Delay [s] 7.27 5.08 54.05 10.02 51.14 53.96 c, Capacity [veh/h] 2552 1139 148 2966 179 159
s, saturation flow rate [veh/h] 3560 1589 1781 3560 1781 1589 (v / s)_i Volume / Saturation Flow Rate 0.34 0.05 0.07 0.89 0.05 0.13 g / C, Green / Cycle 0.72 0.72 0.08 0.83 0.10 0.10
g_i, Effective Green Time [s] 86 86 10 100 12 12
l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 120 120 120 120 120 120
Lane GroupCRLCLR
Lane Group Calculations
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1769 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2007 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 7.90 5.20 63.83 47.16 53.32 214.35 Movement LOSAAEFDF
d_A, Approach Delay [s/veh] 7.72 47.77 166.52
Approach LOSADF
d_I, Intersection Delay [s/veh] 44.59
Intersection LOSD
Intersection V/C 1.135
Other Modes
g_Walk,mi, Effective Walk Time [s] 0.0 0.0 0.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 0.00 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 0.000 Crosswalk LOSFFF
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 617 1667 200 d_b, Bicycle Delay [s] 28.70 1.66 48.59
I_b,int, Bicycle LOS Score for Intersection 2.619 4.264 1.560 Bicycle LOSBEA
Ring 4----------------
Ring 3----------------
Ring 2567-------------
Ring 1-2--------------
Sequence
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1770 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2008 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.123
Level Of Service: B
Delay (sec / veh): 13.1
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 4: Ranch View Lane / Ramona Boulevard
Intersection Level Of Service Report
Crosswalk No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Right Thru Right Left Thru
Lane Configuration
Approach Northbound Eastbound Westbound
Name Ranch View Lane Ramona Boulevard Ramona Boulevard
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 63 12 272 22 3 235
Total 15-Minute Volume [veh/h] 16 3 68 6 1 59
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9350 0.9350 0.9350 0.9350 0.9350 0.9350 Total Hourly Volume [veh/h] 59 11 254 21 3 220
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 59 11 254 21 3 220
Name Ranch View Lane Ramona Boulevard Ramona Boulevard
Volumes
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1771 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2009 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Intersection LOS
B
d_I, Intersection Delay [s/veh] 1.61
Approach LOSBAA
d_A, Approach Delay [s/veh] 12.73 0.00 0.10
95th-Percentile Queue Length [ft/ln] 11.99 11.99 0.00 0.00 0.18 0.00 95th-Percentile Queue Length [veh/ln] 0.48 0.48 0.00 0.00 0.01 0.00 Movement LOSBBAAAA
d_M, Delay for Movement [s/veh] 13.10 10.83 0.00 0.00 7.85 0.00 V/C, Movement V/C Ratio 0.12 0.02 0.00 0.00 0.00 0.00
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median000
Two-Stage Gap Acceptance No
Storage Area [veh]000
Flared Lane No
Priority Scheme Stop Free Free
Intersection Settings
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1772 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2010 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.732
Level Of Service: C
Delay (sec / veh): 21.7
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 5: Potter Road / Ramona Expressway
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Potter Road Ramona Expressway Ramona Expressway Intersection Setup
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1773 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2011 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 321 9 174 4 3 8 2 1208 189 89 2239 8 Total 15-Minute Volume [veh/h] 80 2 44 1 1 2 1 302 47 22 560 2 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 Total Hourly Volume [veh/h] 293 8 159 4 3 7 2 1102 172 81 2042 7 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 293 8 159 4 3 7 2 1102 172 81 2042 7 Name Lyon Avenue Potter Road Ramona Expressway Ramona Expressway Volumes
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1774 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2012 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering 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 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No No No No
l2, Clearance Lost Time [s] 2.0 2.5 0.0 2.0 2.5 0.0 2.0 4.5 0.0 2.0 4.5 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 28 0 0 28 0 0 17 0 0 17 0
Walk [s] 0 7 0 0 10 0 0 7 0 0 7 0
Vehicle Extension [s] 2.0 3.0 0.0 4.0 3.0 0.0 2.0 4.0 0.0 2.0 4.0 0.0 Split [s] 23 57 0 9 43 0 9 34 0 10 35 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 3.0 3.5 0.0 3.0 3.5 0.0 3.0 5.5 0.0 3.0 5.5 0.0 Maximum Green [s] 30 30 0 30 30 0 30 30 0 30 30 0
Minimum Green [s] 5 6 0 5 6 0 5 6 0 5 6 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 110
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1775 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2013 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 443.16 207.77 8.49 4.19 11.90 3.23 227.34 100.84 123.09 422.95 3.17 95th-Percentile Queue Length [veh/ln] 17.73 8.31 0.34 0.17 0.48 0.13 9.09 4.03 4.92 16.92 0.13 50th-Percentile Queue Length [ft/ln] 293.64 118.50 4.72 2.33 6.61 1.80 132.84 56.02 68.38 284.62 1.76 50th-Percentile Queue Length [veh/ln] 11.75 4.74 0.19 0.09 0.26 0.07 5.31 2.24 2.74 11.38 0.07 Critical Lane Group Yes No No No Yes Yes No No No Yes No Lane Group LOSFDEDEEBBEBA
d, Delay for Lane Group [s/veh] 85.31 43.63 79.64 54.65 59.75 63.61 12.99 11.39 62.63 14.40 7.42 X, volume / capacity 1.04 0.62 0.36 0.10 0.30 0.30 0.41 0.20 0.90 0.69 0.01 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 39.77 2.17 25.15 1.33 6.24 8.91 0.42 0.50 10.92 1.25 0.01 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.15 0.11 0.15 0.11 0.11 0.04 0.50 0.50 0.04 0.50 0.50 d1, Uniform Delay [s] 45.54 41.46 54.49 53.32 53.51 54.70 12.58 10.89 51.72 13.15 7.41 c, Capacity [veh/h] 308 293 11 31 267 2967 926 99 3230 1008 s, saturation flow rate [veh/h] 1781 1601 1781 1870 1589 1781 5094 1589 1781 5094 1589 (v / s)_i Volume / Saturation Flow Rate 0.18 0.11 0.00 0.00 0.01 0.00 0.24 0.12 0.05 0.44 0.01 g / C, Green / Cycle 0.17 0.18 0.01 0.02 0.02 0.00 0.58 0.58 0.05 0.64 0.64 g_i, Effective Green Time [s] 19 201220 64 646 70 70
l2, Clearance Lost Time [s] 2.00 2.50 2.00 2.50 2.50 2.00 4.50 4.50 2.00 4.50 4.50 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.50 4.00 4.50 4.50 4.00 6.50 6.50 4.00 6.50 6.50 C, Cycle Length [s] 110 110 110 110 110 110 110 110 110 110 110 Lane GroupLCLCRLCRLCR
Lane Group Calculations
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1776 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2014 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 85.31 43.63 43.63 79.64 54.65 59.75 63.61 12.99 11.39 62.63 14.40 7.42 Movement LOS F D D E D E E B B E B A
d_A, Approach Delay [s/veh] 70.17 64.03 12.85 16.21
Approach LOS E E B B
d_I, Intersection Delay [s/veh] 21.67
Intersection LOS C
Intersection V/C 0.732
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 14.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 44.58 44.58 41.92 44.58
I_p,int, Pedestrian LOS Score for Intersection 2.205 2.149 3.216 3.189 Crosswalk LOS B B C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 954 700 500 518 d_b, Bicycle Delay [s] 15.05 23.26 30.96 30.22
I_b,int, Bicycle LOS Score for Intersection 2.391 1.584 2.329 2.844 Bicycle LOS B A B C
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1777 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2015 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 1.006
Level Of Service: E
Delay (sec / veh): 37.0
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: All-way stop
Intersection 6: Lyon Avenue / Ramona Boulevard
Intersection Level Of Service Report
Crosswalk No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Lyon Avenue Ramona Boulevard Ramona Boulevard Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 62 411 79 13 225 22 41 197 101 66 134 44 Total 15-Minute Volume [veh/h] 15 103 20 3 56 5 10 49 25 16 33 11 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9730 0.9730 0.9730 0.9730 0.9730 0.9730 0.9730 0.9730 0.9730 0.9730 0.9730 0.9730 Total Hourly Volume [veh/h] 60 400 77 13 219 21 40 192 98 64 130 43 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 60 400 77 13 219 21 40 192 98 64 130 43 Name Lyon Avenue Lyon Avenue Ramona Boulevard Ramona Boulevard Volumes
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1778 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2016 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Intersection LOS E
Intersection Delay [s/veh] 37.01
Approach LOS F C C C
Approach Delay [s/veh] 62.97 21.85 17.73 21.23
95th-Percentile Queue Length [ft] 11.91 343.78 91.09 78.73 19.36 83.61 95th-Percentile Queue Length [veh] 0.48 13.75 3.64 3.15 0.77 3.34 Movement, Approach, & Intersection Results
Degree of Utilization, x 0.14 1.01 0.58 0.54 0.21 0.56
Capacity per Entry Lane [veh/h] 449 490 445 439 486 436 Lanes
Intersection Settings
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1779 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2017 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 1.888
Level Of Service: F
Delay (sec / veh): 235.9
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: All-way stop
Intersection 7: Lyon Avenue / De Anza Drive
Intersection Level Of Service Report
Crosswalk No No Yes No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 1 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Lyon Avenue De Anza Drive De Anza Drive Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 37 627 330 36 490 37 106 30 106 166 11 65 Total 15-Minute Volume [veh/h] 9 157 83 9 123 9 27 8 27 41 3 16 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.7240 0.7240 0.7240 0.7240 0.7240 0.7240 0.7240 0.7240 0.7240 0.7240 0.7240 0.7240 Total Hourly Volume [veh/h] 27 454 239 26 355 27 77 22 77 120 8 47 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 27 454 239 26 355 27 77 22 77 120 8 47 Name Lyon Avenue Lyon Avenue De Anza Drive De Anza Drive Volumes
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1780 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2018 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Intersection LOS
F
Intersection Delay [s/veh] 235.88
Approach LOSFFBC
Approach Delay [s/veh] 423.58 93.90 14.73 16.38
95th-Percentile Queue Length [ft] 1606.22 447.56 26.86 32.08 50.68 15.07 95th-Percentile Queue Length [veh] 64.25 17.90 1.07 1.28 2.03 0.60 Movement, Approach, & Intersection Results
Degree of Utilization, x 1.89 1.10 0.27 0.31 0.42 0.17
Capacity per Entry Lane [veh/h] 994 563 393 444 395 450 Lanes
Intersection Settings
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1781 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2019 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.788
Level Of Service: D
Delay (sec / veh): 48.5
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 8: State Street / Ramona Expressway
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name State Street State Street Ramona Expressway Ramona Expressway Intersection Setup
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1782 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2020 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 303 707 149 88 237 57 145 782 440 209 1871 397 Total 15-Minute Volume [veh/h] 76 177 37 22 59 14 36 195 110 52 468 99 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9570 0.9570 0.9570 0.9570 0.9570 0.9570 0.9570 0.9570 0.9570 0.9570 0.9570 0.9570 Total Hourly Volume [veh/h] 290 677 143 84 227 55 139 748 421 200 1791 380 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 290 677 143 84 227 55 139 748 421 200 1791 380 Name State Street State Street Ramona Expressway Ramona Expressway Volumes
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1783 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2021 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering 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 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No No No No
l2, Clearance Lost Time [s] 3.0 4.0 0.0 3.0 4.0 0.0 3.0 4.0 0.0 3.0 4.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 31 0 0 29 0 0 19 0 0 18 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
Vehicle Extension [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Split [s] 16 49 0 9 42 0 10 32 0 10 32 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 4.0 5.0 0.0 4.0 5.0 0.0 4.0 5.0 0.0 4.0 5.0 0.0 Maximum Green [s] 30 30 0 30 30 0 30 30 0 30 30 0
Minimum Green [s] 5 4 0 4 5 0 5 5 0 5 5 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 100
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1784 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2022 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 729.82 330.04 140.09 175.68 154.09 148.08 84.10 168.78 314.84 196.29 452.67 279.33 95th-Percentile Queue Length [veh/ln] 29.19 13.20 5.60 7.03 6.16 5.92 3.36 6.75 12.59 7.85 18.11 11.17 50th-Percentile Queue Length [ft/ln] 456.38 210.94 77.83 97.60 85.60 82.27 46.72 93.77 199.13 109.05 308.62 171.84 50th-Percentile Queue Length [veh/ln] 18.26 8.44 3.11 3.90 3.42 3.29 1.87 3.75 7.97 4.36 12.34 6.87 Critical Lane Group Yes No No No No Yes Yes No No No Yes No Lane Group LOS F D C F D D D B C F C C
d, Delay for Lane Group [s/veh] 289.87 39.32 33.74 151.44 39.68 39.84 50.75 17.21 23.19 136.77 25.26 21.76 X, volume / capacity 1.54 0.89 0.42 1.21 0.53 0.54 0.82 0.33 0.59 1.19 0.79 0.54 Lane Group Results
PF, progression 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 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 245.33 1.50 0.30 103.41 0.56 0.63 3.67 0.37 3.48 89.24 2.73 2.76 I, Upstream Filtering 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 k, delay calibration 0.06 0.04 0.04 0.04 0.04 0.04 0.04 0.50 0.50 0.04 0.50 0.50 d1, Uniform Delay [s] 44.54 37.82 33.44 48.03 39.12 39.20 47.09 16.84 19.71 47.53 22.53 19.00 c, Capacity [veh/h] 197 791 353 73 285 266 176 2376 741 176 2376 741 s, saturation flow rate [veh/h] 1781 3560 1589 1781 1870 1748 3459 5094 1589 3459 5094 1589 (v / s)_i Volume / Saturation Flow Rate 0.17 0.20 0.09 0.05 0.08 0.08 0.04 0.15 0.28 0.06 0.37 0.25 g / C, Green / Cycle 0.11 0.22 0.22 0.04 0.15 0.15 0.05 0.47 0.47 0.05 0.47 0.47 g_i, Effective Green Time [s] 11 22 22 4 15 15 5 47 47 5 47 47 l2, Clearance Lost Time [s] 3.00 4.00 4.00 3.00 4.00 4.00 3.00 4.00 4.00 3.00 4.00 4.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 5.00 6.00 6.00 5.00 6.00 6.00 5.00 6.00 6.00 5.00 6.00 6.00 C, Cycle Length [s] 100 100 100 100 100 100 100 100 100 100 100 100 Lane Group L C R L C C L C R L C R
Lane Group Calculations
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1785 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2023 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 289.87 39.32 33.74 151.44 39.74 39.84 50.75 17.21 23.19 136.77 25.26 21.76 Movement LOS F D C F D D D B C F C C
d_A, Approach Delay [s/veh] 104.10 65.49 22.70 34.11
Approach LOS F E C C
d_I, Intersection Delay [s/veh] 48.50
Intersection LOS D
Intersection V/C 0.788
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 39.65 39.65 39.65 39.65
I_p,int, Pedestrian LOS Score for Intersection 2.790 2.623 3.244 3.233 Crosswalk LOS C B C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 859 719 520 520 d_b, Bicycle Delay [s] 16.28 20.52 27.42 27.42
I_b,int, Bicycle LOS Score for Intersection 2.516 1.875 2.311 2.922 Bicycle LOS B A B C
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1786 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2024 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.781
Level Of Service: D
Delay (sec / veh): 42.4
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 9: State Street / Ramona Boulevard
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name State Street State Street Ramona Boulevard Ramona Boulevard Intersection Setup
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1787 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2025 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 63 892 152 198 758 26 72 317 144 196 248 259 Total 15-Minute Volume [veh/h] 16 223 38 49 189 6 18 79 36 49 62 65 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9000 0.9000 0.9000 0.9000 0.9000 0.9000 0.9000 0.9000 0.9000 0.9000 0.9000 0.9000 Total Hourly Volume [veh/h] 57 803 137 178 682 23 65 285 130 176 223 233 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 57 803 137 178 682 23 65 285 130 176 223 233 Name State Street State Street Ramona Boulevard Ramona Boulevard Volumes
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1788 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2026 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering 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 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No No No No
l2, Clearance Lost Time [s] 4.0 4.0 0.0 2.5 4.0 0.0 2.5 3.0 0.0 3.0 3.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 34 0 0 34 0 0 19 0 0 19 0
Walk [s] 0 10 0 0 10 0 0 10 0 0 10 0
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 18 50 0 18 50 0 18 34 0 18 34 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 5.0 5.0 0.0 3.5 5.0 0.0 3.5 4.0 0.0 4.0 4.0 0.0 Maximum Green [s] 30 30 0 30 30 0 30 30 0 30 30 0
Minimum Green [s] 5 8 0 5 8 0 5 6 0 5 6 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 5 2 0 1 6 0 7 4 0 3 8 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 120
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1789 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2027 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 98.10 485.62 467.14 295.04 307.68 304.91 110.67 398.26 176.79 303.26 265.77 285.70 95th-Percentile Queue Length [veh/ln] 3.92 19.42 18.69 11.80 12.31 12.20 4.43 15.93 7.07 12.13 10.63 11.43 50th-Percentile Queue Length [ft/ln] 54.50 335.43 320.37 183.86 193.59 191.45 61.48 264.82 98.22 189.51 161.55 176.70 50th-Percentile Queue Length [veh/ln] 2.18 13.42 12.81 7.35 7.74 7.66 2.46 10.59 3.93 7.58 6.46 7.07 Critical Lane Group No No Yes Yes No No No Yes No Yes No No Lane Group LOS E C C E C C E E D F D D
d, Delay for Lane Group [s/veh] 69.00 33.33 33.60 78.18 22.88 22.90 67.64 61.54 44.69 85.24 40.06 42.42 X, volume / capacity 0.75 0.68 0.69 0.98 0.45 0.45 0.76 0.90 0.48 1.01 0.53 0.66 Lane Group Results
PF, progression 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 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 12.46 4.83 5.09 25.05 1.64 1.66 11.53 13.90 1.19 31.72 0.95 1.90 I, Upstream Filtering 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 k, delay calibration 0.11 0.50 0.50 0.11 0.50 0.50 0.11 0.20 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 56.55 28.50 28.51 53.14 21.24 21.24 56.11 47.63 43.50 53.52 39.11 40.52 c, Capacity [veh/h] 84 782 743 202 882 872 95 353 300 195 465 395 s, saturation flow rate [veh/h] 1781 1870 1776 1781 1870 1848 1781 1870 1589 1781 1870 1589 (v / s)_i Volume / Saturation Flow Rate 0.04 0.29 0.29 0.11 0.21 0.21 0.04 0.17 0.09 0.11 0.13 0.16 g / C, Green / Cycle 0.05 0.42 0.42 0.11 0.47 0.47 0.05 0.19 0.19 0.11 0.25 0.25 g_i, Effective Green Time [s] 6 50 50 14 57 57 6 23 23 13 30 30 l2, Clearance Lost Time [s] 4.00 4.00 4.00 2.50 4.00 4.00 2.50 3.00 3.00 3.00 3.00 3.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 6.00 6.00 6.00 4.50 6.00 6.00 4.50 5.00 5.00 5.00 5.00 5.00 C, Cycle Length [s] 120 120 120 120 120 120 120 120 120 120 120 120 Lane Group L C C L C C L C R L C R
Lane Group Calculations
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1790 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2028 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 69.00 33.44 33.60 78.18 22.89 22.90 67.64 61.54 44.69 85.24 40.06 42.42 Movement LOS E C C E C C E E D F D D
d_A, Approach Delay [s/veh] 35.48 34.04 57.81 53.53
Approach LOS D C E D
d_I, Intersection Delay [s/veh] 42.45
Intersection LOS D
Intersection V/C 0.781
Other Modes
g_Walk,mi, Effective Walk Time [s] 14.0 14.0 14.0 14.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 46.86 46.86 46.86 46.86
I_p,int, Pedestrian LOS Score for Intersection 2.741 2.741 2.355 2.477 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 733 733 483 483 d_b, Bicycle Delay [s] 24.10 24.10 34.54 34.54
I_b,int, Bicycle LOS Score for Intersection 2.473 2.370 2.439 2.720 Bicycle LOS B B B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1791 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2029 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.941
Level Of Service: E
Delay (sec / veh): 79.3
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 10: Tiger Lane / Ramona Boulevard
Intersection Level Of Service Report
Crosswalk No Yes Yes No
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Tiger Lane Tiger Lane Ramona Boulevard Ramona Boulevard Intersection Setup
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1792 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2030 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 18 1 17 268 2 203 272 607 4 10 597 273 Total 15-Minute Volume [veh/h] 5 0 4 67 1 51 68 152 1 2 149 68 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8170 0.8170 0.8170 0.8170 0.8170 0.8170 0.8170 0.8170 0.8170 0.8170 0.8170 0.8170 Total Hourly Volume [veh/h] 15 1 14 219 2 166 222 496 3 8 488 223 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 15 1 14 219 2 166 222 496 3 8 488 223 Name Tiger Lane Tiger Lane Ramona Boulevard Ramona Boulevard Volumes
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1793 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2031 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering 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 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No No No No
l2, Clearance Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 0 0 19 0 0 0 0 0 13 0
Walk [s] 0 0 0 0 7 0 0 0 0 0 7 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 0 11 0 0 30 0 21 68 0 11 58 0
All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Maximum Green [s] 0 30 0 0 30 0 30 30 0 30 30 0
Minimum Green [s] 0 7 0 0 7 0 7 7 0 7 7 0
Lead / Lag - - - - - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 3 8 0 7 4 0
Control Type Split Split Split Split Split Split Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 120
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1794 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2032 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 46.90 494.24 343.52 440.06 408.25 15.97 1216.98 95th-Percentile Queue Length [veh/ln] 1.88 19.77 13.74 17.60 16.33 0.64 48.68 50th-Percentile Queue Length [ft/ln] 26.06 327.01 221.49 286.57 272.81 8.87 892.75 50th-Percentile Queue Length [veh/ln] 1.04 13.08 8.86 11.46 10.91 0.35 35.71 Critical Lane Group Yes Yes No Yes No No Yes
Lane Group LOSDFFFBEF
d, Delay for Lane Group [s/veh] 46.96 135.27 96.64 107.15 18.38 64.98 93.64 X, volume / capacity 0.15 1.09 0.93 1.08 0.57 0.34 1.09 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 1.41 83.55 45.47 55.65 2.20 6.63 60.58 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.50 0.17 0.50 0.11 0.50 d1, Uniform Delay [s] 45.55 51.72 51.17 51.50 16.18 58.36 33.07 c, Capacity [veh/h] 233 246 220 252 1072 29 795
s, saturation flow rate [veh/h] 1687 1781 1592 1781 1868 1781 1772 (v / s)_i Volume / Saturation Flow Rate 0.02 0.15 0.13 0.15 0.33 0.01 0.49 g / C, Green / Cycle 0.14 0.14 0.14 0.14 0.57 0.02 0.45 g_i, Effective Green Time [s] 17 17 17 17 692 54
l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 120 120 120 120 120 120 120
Lane GroupCLCLCLC
Lane Group Calculations
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1795 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2033 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 46.96 46.96 46.96 135.27 96.64 96.64 107.15 18.38 18.38 64.98 93.64 93.64 Movement LOS D D D F F F F B B E F F
d_A, Approach Delay [s/veh] 46.96 118.53 45.72 93.32
Approach LOS D F D F
d_I, Intersection Delay [s/veh] 79.33
Intersection LOS E
Intersection V/C 0.941
Other Modes
g_Walk,mi, Effective Walk Time [s] 0.0 11.0 11.0 0.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 0.00 49.50 49.50 0.00
I_p,int, Pedestrian LOS Score for Intersection 0.000 2.285 2.507 0.000 Crosswalk LOS F B B F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 117 433 1067 900 d_b, Bicycle Delay [s] 53.20 36.82 13.07 18.15
I_b,int, Bicycle LOS Score for Intersection 1.619 2.340 3.017 3.012 Bicycle LOS A B C C
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - - 7 8 - - - - - - - - - - - -
Ring 1 2 6 3 4 - - - - - - - - - - - -
Sequence
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1796 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2034 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 1.663
Level Of Service: F
Delay (sec / veh): 205.3
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: All-way stop
Intersection 11: Lyon Avenue / Cottonwood Avenue
Intersection Level Of Service Report
Crosswalk No Yes No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Lyon Avenue Cottonwood Avenue Cottonwood Avenue Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 44 415 30 118 387 234 275 477 45 25 289 229 Total 15-Minute Volume [veh/h] 11 104 7 30 97 59 69 119 11 6 72 57 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8030 0.8030 0.8030 0.8030 0.8030 0.8030 0.8030 0.8030 0.8030 0.8030 0.8030 0.8030 Total Hourly Volume [veh/h] 35 333 24 95 311 188 221 383 36 20 232 184 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 35 333 24 95 311 188 221 383 36 20 232 184 Name Lyon Avenue Lyon Avenue Cottonwood Avenue Cottonwood Avenue Volumes
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1797 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2035 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Intersection LOS F
Intersection Delay [s/veh] 205.32
Approach LOS F F F F
Approach Delay [s/veh] 280.58 56.79 206.54 337.90
95th-Percentile Queue Length [ft] 693.01 35.71 324.51 89.49 192.04 741.39 829.91 95th-Percentile Queue Length [veh] 27.72 1.43 12.98 3.58 7.68 29.66 33.20 Movement, Approach, & Intersection Results
Degree of Utilization, x 1.53 0.33 1.04 0.58 0.86 1.55 1.66 Capacity per Entry Lane [veh/h] 489 354 387 402 321 522 543 Lanes
Intersection Settings
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1798 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2036 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 1.147
Level Of Service: F
Delay (sec / veh): 158.8
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 12: San Jacinto Avenue / Ramona Boulevard / Main Street Intersection Level Of Service Report
Crosswalk Yes Yes Yes
Curb Present No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left2 Left Thru Right Left Thru Right Right2 Left2 Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound
Name San Jacinto Avenue San Jacinto Avenue Main Street
Intersection Setup
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1799 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2037 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0
v_ci, Inbound Pedestrian Volume along the le 0 0 0
v_co, Outbound Pedestrian Volume along th 0 0 0
v_di, Inbound Pedestrian Volume crossing th 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No
Total Analysis Volume [veh/h] 11 394 654 67 18 388 47 7 1 31 78 33 Total 15-Minute Volume [veh/h] 3 99 163 17 5 97 12 2 0 8 19 8 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9390 0.9390 0.9390 0.9390 0.9390 0.9390 0.9390 0.9390 0.9390 0.9390 0.9390 0.9390 Total Hourly Volume [veh/h] 10 370 614 63 17 364 44 7 1 29 73 31 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 10 370 614 63 17 364 44 7 1 29 73 31 Name San Jacinto Avenue San Jacinto Avenue Main Street
Volumes
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1800 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2038 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering 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 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No
Maximum Recall No No No
Minimum Recall No No No
l2, Clearance Lost Time [s] 0.0 0.0 3.6 0.0 0.0 3.6 0.0 0.0 0.0 0.0 3.1 0.0 l1, Start-Up Lost Time [s] 0.0 0.0 2.0 0.0 0.0 2.0 0.0 0.0 0.0 0.0 2.0 0.0 Rest In Walk No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 14 0 0 19 0 0 0 0 14 0
Walk [s] 0 0 7 0 0 7 0 0 0 0 7 0
Vehicle Extension [s] 0.0 0.0 3.0 0.0 0.0 2.0 0.0 0.0 0.0 0.0 3.5 0.0 Split [s] 0 0 29 0 0 32 0 0 0 0 27 0
All red [s] 0.0 0.0 2.0 0.0 0.0 2.0 0.0 0.0 0.0 0.0 1.5 0.0 Amber [s] 0.0 0.0 3.6 0.0 0.0 3.6 0.0 0.0 0.0 0.0 3.6 0.0 Maximum Green [s] 0 0 30 0 0 30 0 0 0 0 30 0
Minimum Green [s] 0 0 5 0 0 5 0 0 0 0 5 0
Lead / Lag - - - - - - - - - - - -
Auxiliary Signal Groups
Signal Group 0 0 2 0 0 3 0 0 0 0 4 0
Control Type Split Split Split Split Split Split Split Split Permiss Permiss Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 125
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1801 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2039 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 555.93 1879.22 860.49 187.20 95th-Percentile Queue Length [veh/ln] 22.24 75.17 34.42 7.49 50th-Percentile Queue Length [ft/ln] 393.31 1227.32 586.54 104.00 50th-Percentile Queue Length [veh/ln] 15.73 49.09 23.46 4.16 Critical Lane Group No Yes Yes No
Lane Group LOSEFFD
d, Delay for Lane Group [s/veh] 74.96 328.64 156.14 48.16 X, volume / capacity 0.93 1.60 1.19 0.49
Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00
d2, Incremental Delay [s] 28.69 281.32 106.74 1.53
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00
k, delay calibration 0.50 0.50 0.44 0.13
d1, Uniform Delay [s] 46.26 47.31 49.40 46.63
c, Capacity [veh/h] 436 450 386 292
s, saturation flow rate [veh/h] 1781 1840 1829 1483
(v / s)_i Volume / Saturation Flow Rate 0.23 0.39 0.25 0.10 g / C, Green / Cycle 0.24 0.24 0.21 0.17
g_i, Effective Green Time [s] 31 31 26 22
l2, Clearance Lost Time [s] 3.60 3.60 3.60 3.10
l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 2.00 L, Total Lost Time per Cycle [s] 5.60 5.60 5.60 5.10
C, Cycle Length [s] 125 125 125 125
Lane GroupLCCC
Lane Group Calculations
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1802 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2040 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle LOS C B A
I_b,int, Bicycle LOS Score for Intersection 2.767 2.307 1.744 d_b, Bicycle Delay [s] 41.35 38.95 42.58
c_b, Capacity of the bicycle lane [bicycles/h] 374 422 350 s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 Crosswalk LOS B B A
I_p,int, Pedestrian LOS Score for Intersection 2.692 2.379 1.870 d_p, Pedestrian Delay [s] 52.05 52.05 52.05
M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0
Other Modes
Intersection V/C 1.147
Intersection LOS F
d_I, Intersection Delay [s/veh] 158.81
Approach LOS F F D
d_A, Approach Delay [s/veh] 237.40 156.14 48.16
Movement LOS E E F F F F F F D D D D
d_M, Delay for Movement [s/veh] 74.96 74.96 328.64 328.64 156.14 156.14 156.14 156.14 48.16 48.16 48.16 48.16 Movement, Approach, & Intersection Results
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1803 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2041 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Crosswalk Yes Yes
Curb Present No No
Grade [%] 0.00 0.00
Speed [mph] 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket00000000
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket00000000
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Right2 Left2 Left Thru Right Lane Configuration
Approach Westbound Southeastbound
Name Main Street Ramona Boulevard
Intersection Setup
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1804 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2042 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0
v_ci, Inbound Pedestrian Volume along the le 0 0
v_co, Outbound Pedestrian Volume along th 0 0
v_di, Inbound Pedestrian Volume crossing th 0 0
v_do, Outbound Pedestrian Volume crossing 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0
Presence of On-Street Parking No No No No
Total Analysis Volume [veh/h] 72 79 108 12 3 133 329 6
Total 15-Minute Volume [veh/h] 18 20 27 3 1 33 82 2
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9390 0.9390 0.9390 0.9390 0.9390 0.9390 0.9390 0.9390 Total Hourly Volume [veh/h] 68 74 101 11 3 125 309 6
Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0
Other Volume [veh/h] 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 68 74 101 11 3 125 309 6
Name Main Street Ramona Boulevard
Volumes
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1805 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2043 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Pedestrian Recall No No
Maximum Recall No No
Minimum Recall No No
l2, Clearance Lost Time [s] 0.0 3.1 0.0 0.0 0.0 0.0 3.6 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 0.0 0.0 2.0 0.0 Rest In Walk No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 14 0 0 0 0 24 0
Walk [s] 0 7 0 0 0 0 7 0
Vehicle Extension [s] 0.0 3.5 0.0 0.0 0.0 0.0 2.0 0.0
Split [s] 0 27 0 0 0 0 37 0
All red [s] 0.0 1.5 0.0 0.0 0.0 0.0 2.0 0.0
Amber [s] 0.0 3.6 0.0 0.0 0.0 0.0 3.6 0.0
Maximum Green [s] 0 30 0 0 0 0 30 0
Minimum Green [s] 0 5 0 0 0 0 5 0
Lead / Lag - - - - - - - -
Auxiliary Signal Groups
Signal Group 0 4 0 0 0 0 1 0
Control Type Permissive Permissive Permissive Permissive Split Split Split Split Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 125
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1806 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2044 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 383.87 167.28 430.11 95th-Percentile Queue Length [veh/ln] 15.35 6.69 17.20
50th-Percentile Queue Length [ft/ln] 253.35 92.93 290.38 50th-Percentile Queue Length [veh/ln] 10.13 3.72 11.62
Critical Lane Group Yes No Yes
Lane Group LOSEDE
d, Delay for Lane Group [s/veh] 71.44 44.07 62.86
X, volume / capacity 0.90 0.39 0.92
Lane Group Results
PF, progression factor 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00
d2, Incremental Delay [s] 19.41 0.26 13.54
I, Upstream Filtering Factor 1.00 1.00 1.00
k, delay calibration 0.26 0.04 0.17
d1, Uniform Delay [s] 52.03 43.81 49.33
c, Capacity [veh/h] 301 350 366
s, saturation flow rate [veh/h] 1528 1781 1864
(v / s)_i Volume / Saturation Flow Rate 0.18 0.08 0.18
g / C, Green / Cycle 0.17 0.20 0.20
g_i, Effective Green Time [s] 22 24 24
l2, Clearance Lost Time [s] 3.10 3.60 3.60
l1_p, Permitted Start-Up Lost Time [s] 2.00 0.00 0.00
L, Total Lost Time per Cycle [s] 5.10 5.60 5.60
C, Cycle Length [s] 125 125 125
Lane GroupCLC
Lane Group Calculations
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1807 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2045 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 71.44 71.44 71.44 71.44 44.07 44.07 62.86 62.86 Movement LOS E E E E D D E E
d_A, Approach Delay [s/veh] 71.44 57.44
Approach LOS E E
d_I, Intersection Delay [s/veh] 158.81
Intersection LOS F
Intersection V/C 1.147
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00
d_p, Pedestrian Delay [s] 52.05 52.05
I_p,int, Pedestrian LOS Score for Intersection 2.007 2.320 Crosswalk LOS B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 350 502
d_b, Bicycle Delay [s] 42.58 35.11
I_b,int, Bicycle LOS Score for Intersection 1.987 2.117 Bicycle LOS A B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - - - - - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1808 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2046 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.596
Level Of Service: C
Delay (sec / veh): 28.3
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 13: Lyon Avenue / Esplande Avenue
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Lyon Avenue Esplande Avenue Esplande Avenue Intersection Setup
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1809 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2047 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 26 262 64 84 324 60 61 495 20 67 424 82 Total 15-Minute Volume [veh/h] 7 65 16 21 81 15 15 124 5 17 106 20 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9170 0.9170 0.9170 0.9170 0.9170 0.9170 0.9170 0.9170 0.9170 0.9170 0.9170 0.9170 Total Hourly Volume [veh/h] 24 240 59 77 297 55 56 454 18 61 389 75 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 24 240 59 77 297 55 56 454 18 61 389 75 Name Lyon Avenue Lyon Avenue Esplande Avenue Esplande Avenue Volumes
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1810 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2048 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering 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 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall Yes No Yes No Yes No Yes No
l2, Clearance Lost Time [s] 2.5 3.3 0.0 2.5 3.3 0.0 2.5 3.3 0.0 2.5 3.3 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 21 0 0 21 0 0 21 0 0 21 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
Vehicle Extension [s] 1.5 3.0 0.0 1.5 3.0 0.0 1.5 3.0 0.0 1.5 3.0 0.0 Split [s] 10 36 0 10 36 0 10 34 0 10 34 0
All red [s] 0.5 1.0 0.0 0.5 1.0 0.0 0.5 1.0 0.0 0.5 1.0 0.0 Amber [s] 4.0 4.3 0.0 4.0 4.3 0.0 4.0 4.3 0.0 4.0 4.3 0.0 Maximum Green [s] 7 30 0 7 30 0 6 30 0 6 30 0
Minimum Green [s] 5 6 0 5 6 0 5 6 0 5 6 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1811 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2049 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 27.49 250.43 55.47 87.79 294.92 49.20 65.54 280.06 9.18 71.35 234.06 38.82 95th-Percentile Queue Length [veh/ln] 1.10 10.02 2.22 3.51 11.80 1.97 2.62 11.20 0.37 2.85 9.36 1.55 50th-Percentile Queue Length [ft/ln] 15.27 150.00 30.82 48.77 183.76 27.33 36.41 172.39 5.10 39.64 137.80 21.57 50th-Percentile Queue Length [veh/ln] 0.61 6.00 1.23 1.95 7.35 1.09 1.46 6.90 0.20 1.59 5.51 0.86 Critical Lane Group Yes No No No Yes No No Yes No Yes No No Lane Group LOS D D C D D C D B B D B B
d, Delay for Lane Group [s/veh] 46.54 42.42 33.04 46.16 40.99 30.23 48.46 16.98 11.17 47.74 15.44 11.61 X, volume / capacity 0.53 0.84 0.24 0.78 0.87 0.19 0.77 0.52 0.02 0.77 0.44 0.10 Lane Group Results
PF, progression 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 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 3.32 6.07 0.47 4.47 6.13 0.28 5.88 2.06 0.06 5.40 1.50 0.25 I, Upstream Filtering 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 k, delay calibration 0.04 0.11 0.11 0.04 0.11 0.11 0.04 0.50 0.50 0.04 0.50 0.50 d1, Uniform Delay [s] 43.22 36.36 32.57 41.69 34.86 29.95 42.58 14.92 11.11 42.34 13.94 11.36 c, Capacity [veh/h] 49 312 265 108 374 318 79 947 805 87 955 812 s, saturation flow rate [veh/h] 1781 1870 1589 1781 1870 1589 1781 1870 1589 1781 1870 1589 (v / s)_i Volume / Saturation Flow Rate 0.01 0.14 0.04 0.05 0.17 0.04 0.03 0.26 0.01 0.04 0.23 0.05 g / C, Green / Cycle 0.03 0.17 0.17 0.06 0.20 0.20 0.04 0.51 0.51 0.05 0.51 0.51 g_i, Effective Green Time [s] 2 15 15 5 18 18 4 46 46 4 46 46 l2, Clearance Lost Time [s] 2.50 3.30 3.30 2.50 3.30 3.30 2.50 3.30 3.30 2.50 3.30 3.30 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.50 5.30 5.30 4.50 5.30 5.30 4.50 5.30 5.30 4.50 5.30 5.30 C, Cycle Length [s] 90 90 90 90 90 90 90 90 90 90 90 90 Lane Group L C R L C R L C R L C R
Lane Group Calculations
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1812 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2050 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 46.54 42.42 33.04 46.16 40.99 30.23 48.46 16.98 11.17 47.74 15.44 11.61 Movement LOS D D C D D C D B B D B B
d_A, Approach Delay [s/veh] 41.02 40.54 20.11 18.67
Approach LOS D D C B
d_I, Intersection Delay [s/veh] 28.28
Intersection LOS C
Intersection V/C 0.596
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 34.68 34.68 34.68 34.68
I_p,int, Pedestrian LOS Score for Intersection 2.317 2.343 2.395 2.427 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 682 682 638 638 d_b, Bicycle Delay [s] 19.55 19.55 20.89 20.89
I_b,int, Bicycle LOS Score for Intersection 2.140 2.332 2.510 2.505 Bicycle LOS B B B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1813 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2051 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.659
Level Of Service: C
Delay (sec / veh): 31.4
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 14: Lyon Avenue / Florida Avenue
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Lyon Avenue Florida Avenue Florida Avenue Intersection Setup
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1814 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2052 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 55 170 74 93 235 138 94 838 48 80 1429 59 Total 15-Minute Volume [veh/h] 14 43 19 23 59 35 23 209 12 20 357 15 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8740 0.8740 0.8740 0.8740 0.8740 0.8740 0.8740 0.8740 0.8740 0.8740 0.8740 0.8740 Total Hourly Volume [veh/h] 48 149 65 81 205 121 82 732 42 70 1249 52 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 48 149 65 81 205 121 82 732 42 70 1249 52 Name Lyon Avenue Lyon Avenue Florida Avenue Florida Avenue Volumes
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1815 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2053 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering 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 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No No No No
l2, Clearance Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 23 0 0 21 0 0 16 0 0 19 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 0 34 0 0 34 0 11 53 0 13 55 0
All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Maximum Green [s] 0 30 0 0 30 0 30 30 0 30 30 0
Minimum Green [s] 0 7 0 0 7 0 7 7 0 7 7 0
Lead / Lag - - - - - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 3 8 0 7 4 0
Control Type Permiss Permiss Permiss Permiss Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 100
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1816 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2054 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 49.27 128.26 53.44 81.61 185.30 104.60 118.69 302.72 298.13 98.43 641.04 642.20 95th-Percentile Queue Length [veh/ln] 1.97 5.13 2.14 3.26 7.41 4.18 4.75 12.11 11.93 3.94 25.64 25.69 50th-Percentile Queue Length [ft/ln] 27.37 71.26 29.69 45.34 102.94 58.11 65.94 189.76 186.23 54.68 464.34 465.32 50th-Percentile Queue Length [veh/ln] 1.09 2.85 1.19 1.81 4.12 2.32 2.64 7.59 7.45 2.19 18.57 18.61 Critical Lane Group No No No No Yes No Yes No No No No Yes Lane Group LOS C C C C C C E C C D D D
d, Delay for Lane Group [s/veh] 28.67 22.09 20.72 27.72 23.40 22.08 56.47 21.27 21.28 53.86 38.27 39.08 X, volume / capacity 0.16 0.24 0.12 0.22 0.33 0.23 0.78 0.55 0.55 0.71 0.92 0.92 Lane Group Results
PF, progression 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 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.95 0.80 0.42 1.24 1.26 0.89 10.56 0.57 0.58 7.92 11.65 12.37 I, Upstream Filtering 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 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 0.11 0.11 0.11 0.11 0.31 0.31 d1, Uniform Delay [s] 27.72 21.29 20.30 26.48 22.13 21.19 45.91 20.70 20.70 45.93 26.62 26.71 c, Capacity [veh/h] 351 707 601 416 707 601 120 820 805 113 813 802 s, saturation flow rate [veh/h] 1009 1870 1589 1136 1870 1589 1781 1870 1835 1781 1870 1844 (v / s)_i Volume / Saturation Flow Rate 0.05 0.09 0.05 0.08 0.13 0.09 0.05 0.24 0.24 0.04 0.40 0.40 g / C, Green / Cycle 0.38 0.38 0.38 0.38 0.38 0.38 0.07 0.44 0.44 0.06 0.44 0.44 g_i, Effective Green Time [s] 38 38 38 38 38 38 7 44 44 6 44 44 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 2.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 100 100 100 100 100 100 100 100 100 100 100 100 Lane Group L C R L C R L C C L C C
Lane Group Calculations
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1817 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2055 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 28.67 22.09 20.72 27.72 23.40 22.08 56.47 21.27 21.28 53.86 38.66 39.08 Movement LOS C C C C C C E C C D D D
d_A, Approach Delay [s/veh] 22.96 23.87 24.65 39.45
Approach LOS C C C D
d_I, Intersection Delay [s/veh] 31.39
Intersection LOS C
Intersection V/C 0.659
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 39.61 39.61 39.61 39.61
I_p,int, Pedestrian LOS Score for Intersection 2.297 2.328 2.890 2.939 Crosswalk LOS B B C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 600 600 980 1020 d_b, Bicycle Delay [s] 24.50 24.50 13.01 12.01
I_b,int, Bicycle LOS Score for Intersection 2.053 2.329 2.368 2.853 Bicycle LOS B B B C
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - 6 7 8 - - - - - - - - - - - -
Ring 1 - 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 5: 5 BG+P AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1818 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2056 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.958
Level Of Service: F
Delay (sec / veh): 257.9
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 1: Warren Road / Ramona Expressway
Intersection Level Of Service Report
Crosswalk Yes No Yes No
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Warren Road Warren Road Ramona Expressway Ramona Expressway Intersection Setup
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1819 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2057 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 450 0 288 2 1 1 0 1141 479 342 1024 0 Total 15-Minute Volume [veh/h] 112 0 72 1 0 0 0 285 120 86 256 0 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9940 0.9940 0.9940 0.9940 0.9940 0.9940 0.9940 0.9940 0.9940 0.9940 0.9940 0.9940 Total Hourly Volume [veh/h] 447 0 286 2 1 1 0 1134 476 340 1018 0 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 447 0 286 2 1 1 0 1134 476 340 1018 0 Name Warren Road Warren Road Ramona Expressway Ramona Expressway Volumes
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1820 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2058 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering 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 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No No No No
l2, Clearance Lost Time [s] 0.0 4.0 0.0 0.0 4.0 0.0 2.6 5.8 0.0 2.6 5.8 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 0 0 14 0 0 8 0 0 0 0
Walk [s] 0 0 0 0 11 0 0 6 0 0 0 0
Vehicle Extension [s] 0.0 2.5 0.0 0.0 2.5 0.0 1.5 3.0 0.0 1.5 3.0 0.0 Split [s] 0 51 0 0 51 0 10 24 0 15 29 0
All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 1.0 2.0 0.0 1.0 2.0 0.0 Amber [s] 0.0 5.0 0.0 0.0 5.0 0.0 3.6 5.8 0.0 3.6 5.8 0.0 Maximum Green [s] 0 30 0 0 30 0 30 30 0 30 30 0
Minimum Green [s] 0 6 0 0 6 0 5 8 0 5 8 0
Lead / Lag - - - - - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 0 8 0 0 4 0 5 2 0 1 6 0
Control Type Permiss Permiss Permiss Permiss Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1821 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2059 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 1913.25 262.15 3.15 0.00 356.73 316.59 864.30 241.80 241.80 95th-Percentile Queue Length [veh/ln] 76.53 10.49 0.13 0.00 14.27 12.66 34.57 9.67 9.67 50th-Percentile Queue Length [ft/ln] 1163.05 158.81 1.75 0.00 231.87 200.48 541.69 143.55 143.55 50th-Percentile Queue Length [veh/ln] 46.52 6.35 0.07 0.00 9.27 8.02 21.67 5.74 5.74 Critical Lane Group Yes No No No Yes No Yes No No
Lane Group LOSFDCACCFBB
d, Delay for Lane Group [s/veh] 1747.32 38.74 29.33 0.00 21.08 22.53 340.57 12.22 12.22 X, volume / capacity 4.80 0.85 0.03 0.00 0.69 0.64 1.66 0.47 0.47 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 1715.28 4.64 0.07 0.00 2.32 4.27 300.77 1.45 1.45 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.15 0.08 0.08 0.04 0.50 0.50 0.07 0.50 0.50 d1, Uniform Delay [s] 32.04 34.10 29.26 0.00 18.77 18.25 39.80 10.76 10.76 c, Capacity [veh/h] 94 338 1290 1665 743 206 1091 1091
s, saturation flow rate [veh/h] 1415 1589 324 1781 3560 1589 1781 1870 1870 (v / s)_i Volume / Saturation Flow Rate 0.32 0.18 0.01 0.00 0.32 0.30 0.19 0.27 0.27 g / C, Green / Cycle 0.21 0.21 0.21 0.00 0.47 0.47 0.12 0.58 0.58 g_i, Effective Green Time [s] 19 19 190 42 42 10 53 53
l2, Clearance Lost Time [s] 4.00 4.00 4.00 2.60 5.80 5.80 2.60 5.80 5.80 l1_p, Permitted Start-Up Lost Time [s] 2.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 6.00 6.00 6.00 4.60 7.80 7.80 4.60 7.80 7.80 C, Cycle Length [s] 90 90 90 90 90 90 90 90 90
Lane GroupLCCLCRLCC
Lane Group Calculations
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1822 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2060 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 1747.32 38.74 38.74 29.33 29.33 29.33 0.00 21.08 22.53 340.57 12.22 12.22 Movement LOS F D D C C C A C C F B B
d_A, Approach Delay [s/veh] 1080.56 29.33 21.51 94.43
Approach LOS F C C F
d_I, Intersection Delay [s/veh] 257.89
Intersection LOS F
Intersection V/C 0.958
Other Modes
g_Walk,mi, Effective Walk Time [s] 10.0 0.0 15.0 0.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 35.56 0.00 31.25 0.00
I_p,int, Pedestrian LOS Score for Intersection 2.448 0.000 3.591 0.000 Crosswalk LOS B F D F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1000 1000 360 471 d_b, Bicycle Delay [s] 11.25 11.25 30.26 26.30
I_b,int, Bicycle LOS Score for Intersection 2.777 1.566 2.896 2.687 Bicycle LOS C A C B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - 8 - - - - - - - - - - - -
Ring 1 1 2 - 4 - - - - - - - - - - - -
Sequence
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1823 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2061 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 1.115
Level Of Service: F
Delay (sec / veh): 92.8
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 2: Sanderson Avenue / Ramona Expressway
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Sanderson Avenue Sanderson Avenue Ramona Expressway Ramona Expressway Intersection Setup
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1824 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2062 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 440 1325 720 930 1660 368 395 741 349 347 548 614 Total 15-Minute Volume [veh/h] 110 331 180 232 415 92 99 185 87 87 137 154 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 Total Hourly Volume [veh/h] 426 1284 698 901 1609 357 383 718 338 336 531 595 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 426 1284 698 901 1609 357 383 718 338 336 531 595 Name Sanderson Avenue Sanderson Avenue Ramona Expressway Ramona Expressway Volumes
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1825 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2063 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering 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 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No No No No No No No
Maximum Recall No No No No No No No No No No No No
Minimum Recall No No No No No No No No No No No No
l2, Clearance Lost Time [s] 2.7 5.0 5.0 2.7 5.0 5.0 2.7 5.0 5.0 2.7 5.0 5.0 l1, Start-Up Lost Time [s] 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 0 0 0 0 0 0 0 0 0 0
Walk [s] 0 7 7 0 7 7 0 7 7 0 7 7
Vehicle Extension [s] 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Split [s] 19 45 45 32 58 58 18 28 28 15 25 25
All red [s] 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Amber [s] 3.7 6.0 6.0 3.7 6.0 6.0 3.7 6.0 6.0 3.7 6.0 6.0 Maximum Green [s] 30 30 30 30 30 30 30 30 30 30 30 30
Minimum Green [s] 5 5 5 5 5 5 5 5 5 5 5 5
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups 2,3 6,7 4,5 1,8
Signal Group 5 2 2 1 6 6 7 4 4 3 8 8
Control Type Protecte Permiss Overlap Protecte Permiss Overlap Protecte Permiss Overlap Protecte Permiss Overlap Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 120
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1826 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2064 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 330.82 1077.53 849.85 770.37 1124.54 230.39 283.87 646.99 342.27 323.55 370.06 653.58 95th-Percentile Queue Length [veh/ln] 13.23 43.10 33.99 30.81 44.98 9.22 11.35 25.88 13.69 12.94 14.80 26.14 50th-Percentile Queue Length [ft/ln] 204.89 752.06 642.07 518.16 818.36 135.09 172.84 425.09 220.51 193.12 237.81 474.89 50th-Percentile Queue Length [veh/ln] 8.20 30.08 25.68 20.73 32.73 5.40 6.91 17.00 8.82 7.72 9.51 19.00 Critical Lane Group No No Yes Yes No No Yes No No No No Yes Lane Group LOS F F E F F B F F D F F D
d, Delay for Lane Group [s/veh] 87.67 127.41 60.42 129.47 87.77 13.99 74.73 140.21 35.24 133.23 72.71 47.12 X, volume / capacity 1.07 1.17 0.98 1.18 1.09 0.39 1.03 1.20 0.63 1.17 1.03 0.89 Lane Group Results
PF, progression 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 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 34.82 86.47 28.69 83.11 53.33 1.21 21.38 90.62 2.88 78.38 21.62 15.85 I, Upstream Filtering 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 k, delay calibration 0.04 0.50 0.50 0.04 0.50 0.50 0.04 0.04 0.27 0.04 0.04 0.50 d1, Uniform Delay [s] 52.85 40.93 31.73 46.36 34.44 12.79 53.35 49.59 32.36 54.85 51.09 31.27 c, Capacity [veh/h] 413 1132 735 787 1517 946 384 618 558 297 529 691 s, saturation flow rate [veh/h] 3459 3560 1589 3459 3560 1589 3459 3560 1589 3459 3560 1589 (v / s)_i Volume / Saturation Flow Rate 0.13 0.37 0.45 0.27 0.47 0.23 0.11 0.21 0.22 0.10 0.15 0.39 g / C, Green / Cycle 0.12 0.32 0.46 0.23 0.43 0.59 0.11 0.17 0.35 0.09 0.15 0.44 g_i, Effective Green Time [s] 14 38 55 27 51 71 13 21 42 10 18 52 l2, Clearance Lost Time [s] 2.70 5.00 0.00 2.70 5.00 0.00 2.70 5.00 0.00 2.70 5.00 0.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.70 7.00 4.70 4.70 7.00 4.70 4.70 7.00 4.70 4.70 7.00 4.70 C, Cycle Length [s] 120 120 120 120 120 120 120 120 120 120 120 120 Lane Group L C R L C R L C R L C R
Lane Group Calculations
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1827 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2065 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 87.67 127.41 60.42 129.47 87.77 13.99 74.73 140.21 35.24 133.23 72.71 47.12 Movement LOS F F E F F B F F D F F D
d_A, Approach Delay [s/veh] 100.96 91.70 98.12 76.21
Approach LOS F F F E
d_I, Intersection Delay [s/veh] 92.79
Intersection LOS F
Intersection V/C 1.115
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 49.51 49.51 49.51 49.51
I_p,int, Pedestrian LOS Score for Intersection 3.282 3.345 3.003 3.151 Crosswalk LOS C C C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 633 850 350 300 d_b, Bicycle Delay [s] 28.02 19.84 40.84 43.36
I_b,int, Bicycle LOS Score for Intersection 3.610 4.000 2.785 2.805 Bicycle LOS D D C C
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1828 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2066 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 1.103
Level Of Service: D
Delay (sec / veh): 46.9
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 3: Sanderson Avenue / Ramona Boulevard
Intersection Level Of Service Report
Crosswalk No No No
Curb Present No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Thru Right Left Thru Left Right
Lane Configuration
Approach Northbound Southbound Westbound
Name Sanderson Avenue Sanderson Avenue Ramona Boulevard Intersection Setup
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1829 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2067 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0
Presence of On-Street Parking No No No No No No
Total Analysis Volume [veh/h] 2446 88 359 2043 110 166
Total 15-Minute Volume [veh/h] 612 22 90 511 28 42
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9810 0.9810 0.9810 0.9810 0.9810 0.9810 Total Hourly Volume [veh/h] 2400 86 352 2004 108 163
Right Turn on Red Volume [veh/h] 0 0 0 0 0 0
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 2400 86 352 2004 108 163
Name Sanderson Avenue Sanderson Avenue Ramona Boulevard Volumes
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1830 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2068 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0
Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0
Pedestrian Recall No No No No
Maximum Recall No No No No
Minimum Recall No No No No
l2, Clearance Lost Time [s] 2.0 0.0 2.0 2.0 2.0 0.0
l1, Start-Up Lost Time [s] 2.0 0.0 2.0 2.0 2.0 0.0
Rest In Walk No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0
Pedestrian Clearance [s] 0 0 0 0 0 0
Walk [s] 0 0 0 0 0 0
Vehicle Extension [s] 3.0 0.0 3.0 3.0 3.0 0.0
Split [s] 82 0 24 106 14 0
All red [s] 1.0 0.0 1.0 1.0 1.0 0.0
Amber [s] 3.0 0.0 3.0 3.0 3.0 0.0
Maximum Green [s] 30 0 30 30 30 0
Minimum Green [s] 7 0 7 7 7 0
Lead / Lag - - Lead - Lead -
Auxiliary Signal Groups
Signal Group 6 0 5 2 7 0
Control Type Permissive Permissive Protected Permissive Permissive Permissive Phasing & Timing
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 120
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1831 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2069 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 1342.24 38.95 684.64 237.02 158.87 361.14 95th-Percentile Queue Length [veh/ln] 53.69 1.56 27.39 9.48 6.35 14.45 50th-Percentile Queue Length [ft/ln] 1015.82 21.64 452.58 140.00 88.26 215.62 50th-Percentile Queue Length [veh/ln] 40.63 0.87 18.10 5.60 3.53 8.62 Critical Lane Group Yes No Yes No No Yes
Lane Group LOSFAFAEF
d, Delay for Lane Group [s/veh] 57.29 7.97 161.72 4.41 60.62 179.72 X, volume / capacity 1.06 0.09 1.21 0.68 0.74 1.25
Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 36.26 0.16 111.75 1.23 6.94 124.76 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.31 0.50 0.11 0.11
d1, Uniform Delay [s] 21.03 7.80 49.97 3.18 53.68 54.96 c, Capacity [veh/h] 2312 1032 297 3025 149 133
s, saturation flow rate [veh/h] 3560 1589 1781 3560 1781 1589 (v / s)_i Volume / Saturation Flow Rate 0.69 0.06 0.20 0.57 0.06 0.10 g / C, Green / Cycle 0.65 0.65 0.17 0.85 0.08 0.08
g_i, Effective Green Time [s] 78 78 20 102 10 10
l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 120 120 120 120 120 120
Lane GroupCRLCLR
Lane Group Calculations
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1832 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2070 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 57.29 7.97 161.72 4.41 60.62 179.72 Movement LOSFAFAEF
d_A, Approach Delay [s/veh] 55.58 27.92 132.26
Approach LOSECF
d_I, Intersection Delay [s/veh] 46.89
Intersection LOSD
Intersection V/C 1.103
Other Modes
g_Walk,mi, Effective Walk Time [s] 0.0 0.0 0.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 0.00 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 0.000 Crosswalk LOSFFF
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1300 1700 167 d_b, Bicycle Delay [s] 7.34 1.35 50.41
I_b,int, Bicycle LOS Score for Intersection 3.650 3.541 1.560 Bicycle LOSDDA
Ring 4----------------
Ring 3----------------
Ring 2567-------------
Ring 1-2--------------
Sequence
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1833 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2071 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.118
Level Of Service: C
Delay (sec / veh): 16.0
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 4: Ranch View Lane / Ramona Boulevard
Intersection Level Of Service Report
Crosswalk No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Right Thru Right Left Thru
Lane Configuration
Approach Northbound Eastbound Westbound
Name Ranch View Lane Ramona Boulevard Ramona Boulevard
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 44 10 395 72 7 312
Total 15-Minute Volume [veh/h] 11 2 99 18 2 78
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9420 0.9420 0.9420 0.9420 0.9420 0.9420 Total Hourly Volume [veh/h] 41 9 372 68 7 294
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 41 9 372 68 7 294
Name Ranch View Lane Ramona Boulevard Ramona Boulevard
Volumes
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1834 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2072 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Intersection LOS
C
d_I, Intersection Delay [s/veh] 1.05
Approach LOSCAA
d_A, Approach Delay [s/veh] 15.31 0.00 0.18
95th-Percentile Queue Length [ft/ln] 11.48 11.48 0.00 0.00 0.48 0.00 95th-Percentile Queue Length [veh/ln] 0.46 0.46 0.00 0.00 0.02 0.00 Movement LOSCBAAAA
d_M, Delay for Movement [s/veh] 16.03 12.14 0.00 0.00 8.31 0.00 V/C, Movement V/C Ratio 0.12 0.02 0.00 0.00 0.01 0.00
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median000
Two-Stage Gap Acceptance No
Storage Area [veh]000
Flared Lane No
Priority Scheme Stop Free Free
Intersection Settings
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1835 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2073 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.801
Level Of Service: C
Delay (sec / veh): 22.4
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 5: Potter Road / Ramona Expressway
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Potter Road Ramona Expressway Ramona Expressway Intersection Setup
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1836 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2074 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 293 4 85 8 8 2 3 2299 328 114 1440 2 Total 15-Minute Volume [veh/h] 73 1 21 2 2 1 1 575 82 28 360 1 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9220 0.9220 0.9220 0.9220 0.9220 0.9220 0.9220 0.9220 0.9220 0.9220 0.9220 0.9220 Total Hourly Volume [veh/h] 270 4 78 7 7 2 3 2120 302 105 1328 2 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 270 4 78 7 7 2 3 2120 302 105 1328 2 Name Lyon Avenue Potter Road Ramona Expressway Ramona Expressway Volumes
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1837 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2075 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering 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 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No No No No
l2, Clearance Lost Time [s] 2.0 2.5 0.0 2.0 2.5 0.0 2.0 4.5 0.0 2.0 4.5 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 28 0 0 28 0 0 17 0 0 17 0
Walk [s] 0 7 0 0 10 0 0 7 0 0 7 0
Vehicle Extension [s] 2.0 3.0 0.0 4.0 3.0 0.0 2.0 4.0 0.0 2.0 4.0 0.0 Split [s] 26 59 0 10 43 0 9 31 0 10 32 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 3.0 3.5 0.0 3.0 3.5 0.0 3.0 5.5 0.0 3.0 5.5 0.0 Maximum Green [s] 30 30 0 30 30 0 30 30 0 30 30 0
Minimum Green [s] 5 6 0 5 6 0 5 6 0 5 6 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 110
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1838 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2076 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 335.34 95.48 14.76 11.77 2.90 4.76 521.61 196.82 223.34 244.31 0.81 95th-Percentile Queue Length [veh/ln] 13.41 3.82 0.59 0.47 0.12 0.19 20.86 7.87 8.93 9.77 0.03 50th-Percentile Queue Length [ft/ln] 215.08 53.05 8.20 6.54 1.61 2.64 364.96 110.59 124.08 145.42 0.45 50th-Percentile Queue Length [veh/ln] 8.60 2.12 0.33 0.26 0.06 0.11 14.60 4.42 4.96 5.82 0.02 Critical Lane Group Yes No No Yes No No Yes No Yes No No Lane Group LOSDDEEDECBFBA
d, Delay for Lane Group [s/veh] 53.51 39.25 75.15 59.15 54.97 64.91 20.12 13.51 135.54 11.12 7.66 X, volume / capacity 0.91 0.30 0.43 0.29 0.08 0.37 0.78 0.36 1.17 0.45 0.00 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 9.30 0.56 21.02 5.52 1.51 10.29 2.16 1.09 83.53 0.46 0.00 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.10 0.11 0.15 0.11 0.11 0.04 0.50 0.50 0.04 0.50 0.50 d1, Uniform Delay [s] 44.21 38.68 54.13 53.63 53.47 54.62 17.96 12.42 52.00 10.66 7.66 c, Capacity [veh/h] 322 296 19 28 248 2938 917 98 3195 997 s, saturation flow rate [veh/h] 1781 1600 1781 1870 1589 1781 5094 1589 1781 5094 1589 (v / s)_i Volume / Saturation Flow Rate 0.16 0.06 0.00 0.00 0.00 0.00 0.45 0.21 0.06 0.28 0.00 g / C, Green / Cycle 0.18 0.19 0.01 0.01 0.01 0.00 0.58 0.58 0.05 0.63 0.63 g_i, Effective Green Time [s] 20 201220 64 646 69 69
l2, Clearance Lost Time [s] 2.00 2.50 2.00 2.50 2.50 2.00 4.50 4.50 2.00 4.50 4.50 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.50 4.00 4.50 4.50 4.00 6.50 6.50 4.00 6.50 6.50 C, Cycle Length [s] 110 110 110 110 110 110 110 110 110 110 110 Lane GroupLCLCRLCRLCR
Lane Group Calculations
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1839 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2077 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 53.51 39.25 39.25 75.15 59.15 54.97 64.91 20.12 13.51 135.54 11.12 7.66 Movement LOS D D D E E D E C B F B A
d_A, Approach Delay [s/veh] 50.19 65.80 19.35 20.23
Approach LOS D E B C
d_I, Intersection Delay [s/veh] 22.40
Intersection LOS C
Intersection V/C 0.801
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 14.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 44.56 44.56 41.90 44.56
I_p,int, Pedestrian LOS Score for Intersection 2.220 2.147 3.265 3.216 Crosswalk LOS B B C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 991 700 445 464 d_b, Bicycle Delay [s] 14.01 23.25 33.24 32.47
I_b,int, Bicycle LOS Score for Intersection 2.190 1.589 3.006 2.415 Bicycle LOS B A C B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1840 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2078 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 1.192
Level Of Service: F
Delay (sec / veh): 62.7
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: All-way stop
Intersection 6: Lyon Avenue / Ramona Boulevard
Intersection Level Of Service Report
Crosswalk No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Lyon Avenue Ramona Boulevard Ramona Boulevard Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 80 314 38 29 421 39 31 235 151 53 217 23 Total 15-Minute Volume [veh/h] 20 78 10 7 105 10 8 59 38 13 54 6 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 Total Hourly Volume [veh/h] 73 286 35 26 384 36 28 214 138 48 198 21 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 73 286 35 26 384 36 28 214 138 48 198 21 Name Lyon Avenue Lyon Avenue Ramona Boulevard Ramona Boulevard Volumes
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1841 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2079 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Intersection LOS F
Intersection Delay [s/veh] 62.67
Approach LOS E F C D
Approach Delay [s/veh] 37.32 136.04 22.98 34.11
95th-Percentile Queue Length [ft] 18.80 200.63 483.27 115.10 37.68 147.28 95th-Percentile Queue Length [veh] 0.75 8.03 19.33 4.60 1.51 5.89 Movement, Approach, & Intersection Results
Degree of Utilization, x 0.20 0.84 1.19 0.66 0.34 0.74
Capacity per Entry Lane [veh/h] 393 420 489 403 440 395 Lanes
Intersection Settings
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1842 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2080 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 1.026
Level Of Service: E
Delay (sec / veh): 48.4
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: All-way stop
Intersection 7: Lyon Avenue / De Anza Drive
Intersection Level Of Service Report
Crosswalk No No Yes No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 1 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Lyon Avenue De Anza Drive De Anza Drive Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 95 391 85 101 440 95 55 16 55 56 27 38 Total 15-Minute Volume [veh/h] 24 98 21 25 110 24 14 4 14 14 7 9 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9280 0.9280 0.9280 0.9280 0.9280 0.9280 0.9280 0.9280 0.9280 0.9280 0.9280 0.9280 Total Hourly Volume [veh/h] 88 363 79 94 408 88 51 15 51 52 25 35 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 88 363 79 94 408 88 51 15 51 52 25 35 Name Lyon Avenue Lyon Avenue De Anza Drive De Anza Drive Volumes
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1843 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2081 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Intersection LOS
E
Intersection Delay [s/veh] 48.43
Approach LOSEFBB
Approach Delay [s/veh] 43.63 66.92 11.88 11.96
95th-Percentile Queue Length [ft] 298.93 412.58 11.08 12.80 11.32 11.82 95th-Percentile Queue Length [veh] 11.96 16.50 0.44 0.51 0.45 0.47 Movement, Approach, & Intersection Results
Degree of Utilization, x 0.92 1.03 0.13 0.15 0.13 0.14
Capacity per Entry Lane [veh/h] 619 636 424 483 423 473 Lanes
Intersection Settings
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1844 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2082 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.908
Level Of Service: E
Delay (sec / veh): 77.4
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 8: State Street / Ramona Expressway
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name State Street State Street Ramona Expressway Ramona Expressway Intersection Setup
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1845 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2083 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 404 533 100 225 476 70 132 1726 411 164 1007 193 Total 15-Minute Volume [veh/h] 101 133 25 56 119 17 33 432 103 41 252 48 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9860 0.9860 0.9860 0.9860 0.9860 0.9860 0.9860 0.9860 0.9860 0.9860 0.9860 0.9860 Total Hourly Volume [veh/h] 398 526 99 222 469 69 130 1702 405 162 993 190 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 398 526 99 222 469 69 130 1702 405 162 993 190 Name State Street State Street Ramona Expressway Ramona Expressway Volumes
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1846 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2084 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering 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 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No No No No
l2, Clearance Lost Time [s] 3.0 4.0 0.0 3.0 4.0 0.0 3.0 4.0 0.0 3.0 4.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 31 0 0 29 0 0 19 0 0 18 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
Vehicle Extension [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Split [s] 16 45 0 13 42 0 10 32 0 10 32 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 4.0 5.0 0.0 4.0 5.0 0.0 4.0 5.0 0.0 4.0 5.0 0.0 Maximum Green [s] 30 30 0 30 30 0 30 30 0 30 30 0
Minimum Green [s] 5 4 0 4 5 0 5 5 0 5 5 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 100
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1847 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2085 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 1230.19 254.24 93.62 566.38 278.89 269.84 75.26 421.84 302.31 100.68 228.34 131.49 95th-Percentile Queue Length [veh/ln] 49.21 10.17 3.74 22.66 11.16 10.79 3.01 16.87 12.09 4.03 9.13 5.26 50th-Percentile Queue Length [ft/ln] 778.36 152.86 52.01 345.28 171.51 164.63 41.81 283.72 189.45 55.93 133.57 73.05 50th-Percentile Queue Length [veh/ln] 31.13 6.11 2.08 13.81 6.86 6.59 1.67 11.35 7.58 2.24 5.34 2.92 Critical Lane Group Yes No No No No Yes No Yes No Yes No No Lane Group LOS F D C F D D D C C E B B
d, Delay for Lane Group [s/veh] 525.35 38.13 34.28 303.05 43.22 43.40 49.31 25.57 24.05 56.08 19.70 18.36 X, volume / capacity 2.05 0.74 0.31 1.57 0.87 0.87 0.75 0.76 0.58 0.93 0.44 0.27 Lane Group Results
PF, progression 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 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 480.80 0.58 0.20 257.01 2.84 3.00 2.41 2.42 3.41 8.72 0.62 0.94 I, Upstream Filtering 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 k, delay calibration 0.21 0.04 0.04 0.04 0.04 0.04 0.04 0.50 0.50 0.04 0.50 0.50 d1, Uniform Delay [s] 44.54 37.55 34.07 46.04 40.38 40.40 46.90 23.15 20.64 47.36 19.08 17.42 c, Capacity [veh/h] 197 718 320 144 321 307 176 2278 711 176 2278 711 s, saturation flow rate [veh/h] 1781 3560 1589 1781 1870 1787 3459 5094 1589 3459 5094 1589 (v / s)_i Volume / Saturation Flow Rate 0.23 0.15 0.06 0.13 0.15 0.15 0.04 0.34 0.26 0.05 0.20 0.12 g / C, Green / Cycle 0.11 0.20 0.20 0.08 0.17 0.17 0.05 0.45 0.45 0.05 0.45 0.45 g_i, Effective Green Time [s] 11 20 20 8 17 17 5 45 45 5 45 45 l2, Clearance Lost Time [s] 3.00 4.00 4.00 3.00 4.00 4.00 3.00 4.00 4.00 3.00 4.00 4.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 5.00 6.00 6.00 5.00 6.00 6.00 5.00 6.00 6.00 5.00 6.00 6.00 C, Cycle Length [s] 100 100 100 100 100 100 100 100 100 100 100 100 Lane Group L C R L C C L C R L C R
Lane Group Calculations
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1848 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2086 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 525.35 38.13 34.28 303.05 43.29 43.40 49.31 25.57 24.05 56.08 19.70 18.36 Movement LOS F D C F D D D C C E B B
d_A, Approach Delay [s/veh] 227.57 119.11 26.67 23.89
Approach LOS F F C C
d_I, Intersection Delay [s/veh] 77.36
Intersection LOS E
Intersection V/C 0.908
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 39.65 39.65 39.65 39.65
I_p,int, Pedestrian LOS Score for Intersection 2.797 2.622 3.260 3.224 Crosswalk LOS C B C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 779 719 520 520 d_b, Bicycle Delay [s] 18.64 20.52 27.42 27.42
I_b,int, Bicycle LOS Score for Intersection 2.415 2.196 2.808 2.310 Bicycle LOS B B C B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1849 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2087 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.629
Level Of Service: D
Delay (sec / veh): 39.5
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 9: State Street / Ramona Boulevard
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name State Street State Street Ramona Boulevard Ramona Boulevard Intersection Setup
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1850 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2088 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 101 730 84 229 748 19 38 197 97 160 262 259 Total 15-Minute Volume [veh/h] 25 182 21 57 187 5 9 49 24 40 66 65 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 Total Hourly Volume [veh/h] 97 699 80 219 717 18 36 189 93 153 251 248 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 97 699 80 219 717 18 36 189 93 153 251 248 Name State Street State Street Ramona Boulevard Ramona Boulevard Volumes
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1851 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2089 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering 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 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No No No No
l2, Clearance Lost Time [s] 4.0 4.0 0.0 2.5 4.0 0.0 2.5 3.0 0.0 3.0 3.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 34 0 0 34 0 0 19 0 0 19 0
Walk [s] 0 10 0 0 10 0 0 10 0 0 10 0
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 17 50 0 20 53 0 10 34 0 16 40 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 5.0 5.0 0.0 3.5 5.0 0.0 3.5 4.0 0.0 4.0 4.0 0.0 Maximum Green [s] 30 30 0 30 30 0 30 30 0 30 30 0
Minimum Green [s] 5 8 0 5 8 0 5 6 0 5 6 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 5 2 0 1 6 0 7 4 0 3 8 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 120
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1852 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2090 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 152.61 317.96 309.18 332.87 268.11 266.33 61.34 260.77 126.86 251.92 304.26 317.13 95th-Percentile Queue Length [veh/ln] 6.10 12.72 12.37 13.31 10.72 10.65 2.45 10.43 5.07 10.08 12.17 12.69 50th-Percentile Queue Length [ft/ln] 84.78 201.55 194.74 213.15 163.32 161.97 34.08 157.77 70.48 151.12 190.95 200.90 50th-Percentile Queue Length [veh/ln] 3.39 8.06 7.79 8.53 6.53 6.48 1.36 6.31 2.82 6.04 7.64 8.04 Critical Lane Group No No Yes Yes No No No Yes No Yes No No Lane Group LOS E C C E B B E E D F D D
d, Delay for Lane Group [s/veh] 65.81 22.34 22.40 78.03 17.97 17.98 72.03 59.39 50.81 81.30 48.71 53.85 X, volume / capacity 0.80 0.46 0.46 0.99 0.39 0.39 0.69 0.84 0.49 0.97 0.74 0.86 Lane Group Results
PF, progression 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 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 10.88 1.68 1.75 25.82 1.16 1.17 14.41 8.01 1.85 26.93 2.96 6.86 I, Upstream Filtering 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 k, delay calibration 0.11 0.50 0.50 0.11 0.50 0.50 0.11 0.11 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 54.93 20.66 20.66 52.21 16.81 16.81 57.63 51.38 48.96 54.36 45.75 47.00 c, Capacity [veh/h] 126 902 870 231 988 980 55 234 199 164 356 303 s, saturation flow rate [veh/h] 1781 1870 1803 1781 1870 1854 1781 1870 1589 1781 1870 1589 (v / s)_i Volume / Saturation Flow Rate 0.06 0.22 0.22 0.13 0.21 0.21 0.02 0.11 0.06 0.09 0.14 0.16 g / C, Green / Cycle 0.07 0.48 0.48 0.13 0.53 0.53 0.03 0.12 0.12 0.09 0.19 0.19 g_i, Effective Green Time [s] 8 58 58 16 64 64 4 15 15 11 23 23 l2, Clearance Lost Time [s] 4.00 4.00 4.00 2.50 4.00 4.00 2.50 3.00 3.00 3.00 3.00 3.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 6.00 6.00 6.00 4.50 6.00 6.00 4.50 5.00 5.00 5.00 5.00 5.00 C, Cycle Length [s] 120 120 120 120 120 120 120 120 120 120 120 120 Lane Group L C C L C C L C R L C R
Lane Group Calculations
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1853 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2091 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 65.81 22.37 22.40 78.03 17.97 17.98 72.03 59.39 50.81 81.30 48.71 53.85 Movement LOS E C C E B B E E D F D D
d_A, Approach Delay [s/veh] 27.17 31.78 58.33 58.32
Approach LOS C C E E
d_I, Intersection Delay [s/veh] 39.53
Intersection LOS D
Intersection V/C 0.629
Other Modes
g_Walk,mi, Effective Walk Time [s] 14.0 14.0 14.0 14.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 46.84 46.84 46.84 46.84
I_p,int, Pedestrian LOS Score for Intersection 2.686 2.706 2.317 2.433 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 733 783 483 583 d_b, Bicycle Delay [s] 24.09 22.22 34.52 30.12
I_b,int, Bicycle LOS Score for Intersection 2.314 2.381 2.107 2.683 Bicycle LOS B B B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1854 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2092 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.574
Level Of Service: D
Delay (sec / veh): 41.5
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 10: Tiger Lane / Ramona Boulevard
Intersection Level Of Service Report
Crosswalk No Yes Yes No
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Tiger Lane Tiger Lane Ramona Boulevard Ramona Boulevard Intersection Setup
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1855 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2093 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 15 1 12 76 0 88 70 597 17 16 645 48 Total 15-Minute Volume [veh/h] 4 0 3 19 0 22 18 149 4 4 161 12 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 Total Hourly Volume [veh/h] 13 1 10 66 0 76 61 518 15 14 559 42 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 13 1 10 66 0 76 61 518 15 14 559 42 Name Tiger Lane Tiger Lane Ramona Boulevard Ramona Boulevard Volumes
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1856 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2094 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering 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 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No No No No
l2, Clearance Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 0 0 19 0 0 0 0 0 13 0
Walk [s] 0 0 0 0 7 0 0 0 0 0 7 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 0 11 0 0 30 0 11 51 0 11 51 0
All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Maximum Green [s] 0 30 0 0 30 0 30 30 0 30 30 0
Minimum Green [s] 0 7 0 0 7 0 7 7 0 7 7 0
Lead / Lag - - - - - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 3 8 0 7 4 0
Control Type Split Split Split Split Split Split Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 105
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1857 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2095 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 28.35 79.52 94.77 90.22 510.41 21.22 683.06 95th-Percentile Queue Length [veh/ln] 1.13 3.18 3.79 3.61 20.42 0.85 27.32 50th-Percentile Queue Length [ft/ln] 15.75 44.18 52.65 50.12 355.75 11.79 499.75 50th-Percentile Queue Length [veh/ln] 0.63 1.77 2.11 2.00 14.23 0.47 19.99 Critical Lane Group Yes No Yes Yes No No Yes
Lane Group LOSCDDECED
d, Delay for Lane Group [s/veh] 34.88 36.73 38.02 55.88 32.85 55.10 48.67 X, volume / capacity 0.08 0.22 0.28 0.67 0.77 0.36 0.95 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.49 1.40 2.22 7.40 7.16 4.74 17.84 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.50 0.11 0.50 0.11 0.34 d1, Uniform Delay [s] 34.39 35.33 35.80 48.48 25.69 50.36 30.83 c, Capacity [veh/h] 335 352 314 104 795 45 729
s, saturation flow rate [veh/h] 1696 1781 1589 1781 1861 1781 1847 (v / s)_i Volume / Saturation Flow Rate 0.02 0.04 0.06 0.04 0.33 0.01 0.38 g / C, Green / Cycle 0.20 0.20 0.20 0.06 0.43 0.03 0.39 g_i, Effective Green Time [s] 21 21 216 453 41
l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 105 105 105 105 105 105 105
Lane GroupCLCLCLC
Lane Group Calculations
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1858 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2096 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 34.88 34.88 34.88 36.73 38.02 38.02 55.88 32.85 32.85 55.10 48.67 48.67 Movement LOS C C C D D D E C C E D D
d_A, Approach Delay [s/veh] 34.88 37.42 35.21 48.81
Approach LOS C D D D
d_I, Intersection Delay [s/veh] 41.52
Intersection LOS D
Intersection V/C 0.574
Other Modes
g_Walk,mi, Effective Walk Time [s] 0.0 11.0 11.0 0.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 0.00 42.08 42.08 0.00
I_p,int, Pedestrian LOS Score for Intersection 0.000 2.039 2.413 0.000 Crosswalk LOS F B B F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 133 495 895 895 d_b, Bicycle Delay [s] 45.74 29.73 16.03 16.03
I_b,int, Bicycle LOS Score for Intersection 1.606 1.830 2.688 2.729 Bicycle LOS A A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - - 7 8 - - - - - - - - - - - -
Ring 1 2 6 3 4 - - - - - - - - - - - -
Sequence
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1859 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2097 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 1.415
Level Of Service: F
Delay (sec / veh): 125.5
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: All-way stop
Intersection 11: Lyon Avenue / Cottonwood Avenue
Intersection Level Of Service Report
Crosswalk No Yes No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Lyon Avenue Cottonwood Avenue Cottonwood Avenue Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 64 386 41 54 386 102 110 343 66 21 301 49 Total 15-Minute Volume [veh/h] 16 96 10 13 96 25 28 86 17 5 75 12 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9510 0.9510 0.9510 0.9510 0.9510 0.9510 0.9510 0.9510 0.9510 0.9510 0.9510 0.9510 Total Hourly Volume [veh/h] 61 367 39 51 367 97 105 326 63 20 286 47 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 61 367 39 51 367 97 105 326 63 20 286 47 Name Lyon Avenue Lyon Avenue Cottonwood Avenue Cottonwood Avenue Volumes
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1860 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2098 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Intersection LOS F
Intersection Delay [s/veh] 125.46
Approach LOS F F F F
Approach Delay [s/veh] 230.57 66.94 105.49 99.78
95th-Percentile Queue Length [ft] 632.12 13.29 322.45 24.88 35.08 407.76 332.28 95th-Percentile Queue Length [veh] 25.28 0.53 12.90 1.00 1.40 16.31 13.29 Movement, Approach, & Intersection Results
Degree of Utilization, x 1.42 0.15 1.04 0.25 0.33 1.16 1.06 Capacity per Entry Lane [veh/h] 491 354 386 402 334 409 371 Lanes
Intersection Settings
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1861 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2099 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 1.104
Level Of Service: F
Delay (sec / veh): 134.5
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 12: San Jacinto Avenue / Ramona Boulevard / Main Street Intersection Level Of Service Report
Crosswalk Yes Yes Yes
Curb Present No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left2 Left Thru Right Left Thru Right Right2 Left2 Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound
Name San Jacinto Avenue San Jacinto Avenue Main Street
Intersection Setup
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1862 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2100 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0
v_ci, Inbound Pedestrian Volume along the le 0 0 0
v_co, Outbound Pedestrian Volume along th 0 0 0
v_di, Inbound Pedestrian Volume crossing th 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No
Total Analysis Volume [veh/h] 15 406 392 85 15 564 42 1 0 20 93 16 Total 15-Minute Volume [veh/h] 4 101 98 21 4 141 11 0 0 5 23 4 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9440 0.9440 0.9440 0.9440 0.9440 0.9440 0.9440 0.9440 0.9440 0.9440 0.9440 0.9440 Total Hourly Volume [veh/h] 14 383 370 80 14 532 40 1 0 19 88 15 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 14 383 370 80 14 532 40 1 0 19 88 15 Name San Jacinto Avenue San Jacinto Avenue Main Street
Volumes
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1863 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2101 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering 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 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No
Maximum Recall No No No
Minimum Recall No No No
l2, Clearance Lost Time [s] 0.0 0.0 3.6 0.0 0.0 3.6 0.0 0.0 0.0 0.0 3.1 0.0 l1, Start-Up Lost Time [s] 0.0 0.0 2.0 0.0 0.0 2.0 0.0 0.0 0.0 0.0 2.0 0.0 Rest In Walk No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 14 0 0 19 0 0 0 0 14 0
Walk [s] 0 0 7 0 0 7 0 0 0 0 7 0
Vehicle Extension [s] 0.0 0.0 3.0 0.0 0.0 2.0 0.0 0.0 0.0 0.0 3.5 0.0 Split [s] 0 0 27 0 0 34 0 0 0 0 27 0
All red [s] 0.0 0.0 2.0 0.0 0.0 2.0 0.0 0.0 0.0 0.0 1.5 0.0 Amber [s] 0.0 0.0 3.6 0.0 0.0 3.6 0.0 0.0 0.0 0.0 3.6 0.0 Maximum Green [s] 0 0 30 0 0 30 0 0 0 0 30 0
Minimum Green [s] 0 0 5 0 0 5 0 0 0 0 5 0
Lead / Lag - - - - - - - - - - - -
Auxiliary Signal Groups
Signal Group 0 0 2 0 0 3 0 0 0 0 4 0
Control Type Split Split Split Split Split Split Split Split Permiss Permiss Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 125
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1864 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2102 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 590.36 751.49 1511.33 165.01 95th-Percentile Queue Length [veh/ln] 23.61 30.06 60.45 6.60 50th-Percentile Queue Length [ft/ln] 421.92 534.74 996.16 91.67 50th-Percentile Queue Length [veh/ln] 16.88 21.39 39.85 3.67 Critical Lane Group No Yes Yes No
Lane Group LOSEFFD
d, Delay for Lane Group [s/veh] 79.51 107.48 279.32 46.87 X, volume / capacity 0.96 1.06 1.49 0.40
Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00
d2, Incremental Delay [s] 33.06 60.34 230.90 0.97
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00
k, delay calibration 0.50 0.50 0.50 0.13
d1, Uniform Delay [s] 46.45 47.14 48.42 45.90
c, Capacity [veh/h] 441 449 419 323
s, saturation flow rate [veh/h] 1781 1813 1845 1658
(v / s)_i Volume / Saturation Flow Rate 0.24 0.26 0.34 0.08 g / C, Green / Cycle 0.25 0.25 0.23 0.17
g_i, Effective Green Time [s] 31 31 28 22
l2, Clearance Lost Time [s] 3.60 3.60 3.60 3.10
l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 2.00 L, Total Lost Time per Cycle [s] 5.60 5.60 5.60 5.10
C, Cycle Length [s] 125 125 125 125
Lane GroupLCCC
Lane Group Calculations
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1865 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2103 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle LOS B B A
I_b,int, Bicycle LOS Score for Intersection 2.371 2.584 1.739 d_b, Bicycle Delay [s] 43.00 37.39 42.58
c_b, Capacity of the bicycle lane [bicycles/h] 342 454 350 s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 Crosswalk LOS B B A
I_p,int, Pedestrian LOS Score for Intersection 2.692 2.326 1.865 d_p, Pedestrian Delay [s] 52.05 52.05 52.05
M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0
Other Modes
Intersection V/C 1.104
Intersection LOS F
d_I, Intersection Delay [s/veh] 134.49
Approach LOS F F D
d_A, Approach Delay [s/veh] 94.37 279.32 46.87
Movement LOS E E F F F F F F D D D D
d_M, Delay for Movement [s/veh] 79.51 79.51 107.48 107.48 279.32 279.32 279.32 279.32 46.87 46.87 46.87 46.87 Movement, Approach, & Intersection Results
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1866 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2104 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Crosswalk Yes Yes
Curb Present No No
Grade [%] 0.00 0.00
Speed [mph] 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket00000000
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket00000000
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Right2 Left2 Left Thru Right Lane Configuration
Approach Westbound Southeastbound
Name Main Street Ramona Boulevard
Intersection Setup
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1867 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2105 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0
v_ci, Inbound Pedestrian Volume along the le 0 0
v_co, Outbound Pedestrian Volume along th 0 0
v_di, Inbound Pedestrian Volume crossing th 0 0
v_do, Outbound Pedestrian Volume crossing 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0
Presence of On-Street Parking No No No No
Total Analysis Volume [veh/h] 91 89 119 10 6 104 298 0
Total 15-Minute Volume [veh/h] 23 22 30 2 2 26 74 0
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9440 0.9440 0.9440 0.9440 0.9440 0.9440 0.9440 0.9440 Total Hourly Volume [veh/h] 86 84 112 9 6 98 281 0
Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0
Other Volume [veh/h] 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 86 84 112 9 6 98 281 0
Name Main Street Ramona Boulevard
Volumes
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1868 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2106 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Pedestrian Recall No No
Maximum Recall No No
Minimum Recall No No
l2, Clearance Lost Time [s] 0.0 3.1 0.0 0.0 0.0 0.0 3.6 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 0.0 0.0 2.0 0.0 Rest In Walk No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 14 0 0 0 0 24 0
Walk [s] 0 7 0 0 0 0 7 0
Vehicle Extension [s] 0.0 3.5 0.0 0.0 0.0 0.0 2.0 0.0
Split [s] 0 27 0 0 0 0 37 0
All red [s] 0.0 1.5 0.0 0.0 0.0 0.0 2.0 0.0
Amber [s] 0.0 3.6 0.0 0.0 0.0 0.0 3.6 0.0
Maximum Green [s] 0 30 0 0 0 0 30 0
Minimum Green [s] 0 5 0 0 0 0 5 0
Lead / Lag - - - - - - - -
Auxiliary Signal Groups
Signal Group 0 4 0 0 0 0 1 0
Control Type Permissive Permissive Permissive Permissive Split Split Split Split Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 125
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1869 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2107 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 496.63 136.94 378.31 95th-Percentile Queue Length [veh/ln] 19.87 5.48 15.13
50th-Percentile Queue Length [ft/ln] 340.36 76.08 248.93 50th-Percentile Queue Length [veh/ln] 13.61 3.04 9.96
Critical Lane Group Yes No Yes
Lane Group LOSFDE
d, Delay for Lane Group [s/veh] 100.06 45.55 59.54
X, volume / capacity 1.02 0.35 0.90
Lane Group Results
PF, progression factor 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00
d2, Incremental Delay [s] 46.98 0.25 8.98
I, Upstream Filtering Factor 1.00 1.00 1.00
k, delay calibration 0.33 0.04 0.10
d1, Uniform Delay [s] 53.07 45.31 50.56
c, Capacity [veh/h] 303 314 329
s, saturation flow rate [veh/h] 1522 1781 1870
(v / s)_i Volume / Saturation Flow Rate 0.20 0.06 0.16
g / C, Green / Cycle 0.17 0.18 0.18
g_i, Effective Green Time [s] 22 22 22
l2, Clearance Lost Time [s] 3.10 3.60 3.60
l1_p, Permitted Start-Up Lost Time [s] 2.00 0.00 0.00
L, Total Lost Time per Cycle [s] 5.10 5.60 5.60
C, Cycle Length [s] 125 125 125
Lane GroupCLC
Lane Group Calculations
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1870 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2108 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 100.06 100.06 100.06 100.06 45.55 45.55 59.54 59.54 Movement LOS F F F F D D E E
d_A, Approach Delay [s/veh] 100.06 55.77
Approach LOS F E
d_I, Intersection Delay [s/veh] 134.49
Intersection LOS F
Intersection V/C 1.104
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00
d_p, Pedestrian Delay [s] 52.05 52.05
I_p,int, Pedestrian LOS Score for Intersection 2.026 2.288 Crosswalk LOS B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 350 502
d_b, Bicycle Delay [s] 42.58 35.11
I_b,int, Bicycle LOS Score for Intersection 2.053 2.061 Bicycle LOS B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - - - - - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1871 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2109 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.715
Level Of Service: C
Delay (sec / veh): 31.3
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 13: Lyon Avenue / Esplande Avenue
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Lyon Avenue Esplande Avenue Esplande Avenue Intersection Setup
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1872 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2110 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 17 410 66 106 351 49 85 498 39 77 468 141 Total 15-Minute Volume [veh/h] 4 103 16 27 88 12 21 124 10 19 117 35 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 Total Hourly Volume [veh/h] 16 393 63 102 336 47 81 477 37 74 448 135 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 16 393 63 102 336 47 81 477 37 74 448 135 Name Lyon Avenue Lyon Avenue Esplande Avenue Esplande Avenue Volumes
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1873 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2111 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering 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 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall Yes No Yes No Yes No Yes No
l2, Clearance Lost Time [s] 2.5 3.3 0.0 2.5 3.3 0.0 2.5 3.3 0.0 2.5 3.3 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 21 0 0 21 0 0 21 0 0 21 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
Vehicle Extension [s] 1.5 3.0 0.0 1.5 3.0 0.0 1.5 3.0 0.0 1.5 3.0 0.0 Split [s] 10 35 0 11 36 0 10 34 0 10 34 0
All red [s] 0.5 1.0 0.0 0.5 1.0 0.0 0.5 1.0 0.0 0.5 1.0 0.0 Amber [s] 4.0 4.3 0.0 4.0 4.3 0.0 4.0 4.3 0.0 4.0 4.3 0.0 Maximum Green [s] 7 30 0 7 30 0 6 30 0 6 30 0
Minimum Green [s] 5 6 0 5 6 0 5 6 0 5 6 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1874 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2112 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 18.17 369.93 50.63 121.23 268.49 34.04 89.60 346.80 22.79 80.98 325.31 89.91 95th-Percentile Queue Length [veh/ln] 0.73 14.80 2.03 4.85 10.74 1.36 3.58 13.87 0.91 3.24 13.01 3.60 50th-Percentile Queue Length [ft/ln] 10.09 242.29 28.13 67.35 163.61 18.91 49.78 224.06 12.66 44.99 207.26 49.95 50th-Percentile Queue Length [veh/ln] 0.40 9.69 1.13 2.69 6.54 0.76 1.99 8.96 0.51 1.80 8.29 2.00 Critical Lane Group No Yes No Yes No No No Yes No Yes No No Lane Group LOS D D C D C C D C B D C B
d, Delay for Lane Group [s/veh] 46.70 42.97 27.01 52.50 28.69 23.13 46.72 25.67 16.28 46.69 25.13 18.34 X, volume / capacity 0.45 0.90 0.17 0.82 0.63 0.10 0.78 0.65 0.06 0.77 0.62 0.22 Lane Group Results
PF, progression 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 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 3.13 10.07 0.20 11.29 1.21 0.10 5.04 4.26 0.18 4.73 3.79 0.79 I, Upstream Filtering 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 k, delay calibration 0.04 0.18 0.11 0.10 0.11 0.11 0.05 0.50 0.50 0.04 0.50 0.50 d1, Uniform Delay [s] 43.58 32.90 26.80 41.21 27.48 23.03 41.68 21.41 16.10 41.96 21.33 17.55 c, Capacity [veh/h] 38 458 389 129 554 471 109 766 651 100 756 642 s, saturation flow rate [veh/h] 1781 1870 1589 1781 1870 1589 1781 1870 1589 1781 1870 1589 (v / s)_i Volume / Saturation Flow Rate 0.01 0.22 0.04 0.06 0.19 0.03 0.05 0.27 0.02 0.04 0.25 0.09 g / C, Green / Cycle 0.02 0.24 0.24 0.07 0.30 0.30 0.06 0.41 0.41 0.06 0.40 0.40 g_i, Effective Green Time [s] 2 22 22 7 27 27 6 37 37 5 36 36 l2, Clearance Lost Time [s] 2.50 3.30 3.30 2.50 3.30 3.30 2.50 3.30 3.30 2.50 3.30 3.30 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.50 5.30 5.30 4.50 5.30 5.30 4.50 5.30 5.30 4.50 5.30 5.30 C, Cycle Length [s] 90 90 90 90 90 90 90 90 90 90 90 90 Lane Group L C R L C R L C R L C R
Lane Group Calculations
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1875 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2113 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 46.70 42.97 27.01 52.50 28.69 23.13 46.72 25.67 16.28 46.69 25.13 18.34 Movement LOS D D C D C C D C B D C B
d_A, Approach Delay [s/veh] 40.96 33.14 27.96 26.15
Approach LOS D C C C
d_I, Intersection Delay [s/veh] 31.34
Intersection LOS C
Intersection V/C 0.715
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 34.69 34.69 34.69 34.69
I_p,int, Pedestrian LOS Score for Intersection 2.365 2.409 2.412 2.461 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 660 682 637 637 d_b, Bicycle Delay [s] 20.22 19.55 20.89 20.89
I_b,int, Bicycle LOS Score for Intersection 2.373 2.395 2.586 2.692 Bicycle LOS B B B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1876 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2114 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.689
Level Of Service: D
Delay (sec / veh): 37.7
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 14: Lyon Avenue / Florida Avenue
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Lyon Avenue Florida Avenue Florida Avenue Intersection Setup
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1877 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2115 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 88 237 106 107 225 157 181 1495 45 122 1221 98 Total 15-Minute Volume [veh/h] 22 59 27 27 56 39 45 374 11 30 305 25 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 Total Hourly Volume [veh/h] 85 230 103 104 218 152 175 1449 44 118 1183 95 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 85 230 103 104 218 152 175 1449 44 118 1183 95 Name Lyon Avenue Lyon Avenue Florida Avenue Florida Avenue Volumes
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1878 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2116 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering 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 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No No No No
l2, Clearance Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 23 0 0 21 0 0 16 0 0 19 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 0 34 0 0 34 0 17 59 0 12 54 0
All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Maximum Green [s] 0 30 0 0 30 0 30 30 0 30 30 0
Minimum Green [s] 0 7 0 0 7 0 7 7 0 7 7 0
Lead / Lag - - - - - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 3 8 0 7 4 0
Control Type Permiss Permiss Permiss Permiss Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 105
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1879 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2117 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 89.18 200.86 85.52 111.55 191.61 131.81 221.86 689.81 694.58 169.20 584.57 579.55 95th-Percentile Queue Length [veh/ln] 3.57 8.03 3.42 4.46 7.66 5.27 8.87 27.59 27.78 6.77 23.38 23.18 50th-Percentile Queue Length [ft/ln] 49.54 113.50 47.51 61.97 106.85 73.23 128.80 505.45 509.49 94.00 417.10 412.92 50th-Percentile Queue Length [veh/ln] 1.98 4.54 1.90 2.48 4.27 2.93 5.15 20.22 20.38 3.76 16.68 16.52 Critical Lane Group No Yes No No No No No No Yes Yes No No Lane Group LOS C C C C C C D D D E D D
d, Delay for Lane Group [s/veh] 33.41 25.95 23.65 34.94 25.66 24.93 54.77 39.57 40.51 63.82 37.05 37.76 X, volume / capacity 0.27 0.35 0.18 0.32 0.33 0.27 0.85 0.92 0.93 0.88 0.88 0.88 Lane Group Results
PF, progression 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 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 1.97 1.43 0.71 2.52 1.32 1.17 9.42 12.20 13.02 15.90 8.22 8.84 I, Upstream Filtering 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 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 0.11 0.32 0.32 0.11 0.28 0.28 d1, Uniform Delay [s] 31.43 24.52 22.94 32.42 24.34 23.76 45.35 27.37 27.49 47.92 28.82 28.92 c, Capacity [veh/h] 330 676 574 334 676 574 212 835 826 139 758 739 s, saturation flow rate [veh/h] 1001 1870 1589 1037 1870 1589 1781 1870 1851 1781 1870 1822 (v / s)_i Volume / Saturation Flow Rate 0.09 0.13 0.07 0.10 0.12 0.10 0.10 0.41 0.42 0.07 0.36 0.36 g / C, Green / Cycle 0.36 0.36 0.36 0.36 0.36 0.36 0.12 0.45 0.45 0.08 0.41 0.41 g_i, Effective Green Time [s] 38 38 38 38 38 38 12 47 47 8 43 43 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 2.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 105 105 105 105 105 105 105 105 105 105 105 105 Lane Group L C R L C R L C C L C C
Lane Group Calculations
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1880 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2118 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 33.41 25.95 23.65 34.94 25.66 24.93 54.77 40.03 40.51 63.82 37.37 37.76 Movement LOS C C C C C C D D D E D D
d_A, Approach Delay [s/veh] 26.91 27.46 41.59 39.64
Approach LOS C C D D
d_I, Intersection Delay [s/veh] 37.66
Intersection LOS D
Intersection V/C 0.689
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 42.07 42.07 42.07 42.07
I_p,int, Pedestrian LOS Score for Intersection 2.339 2.383 3.054 3.073 Crosswalk LOS B B C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 571 571 1048 952 d_b, Bicycle Delay [s] 26.78 26.78 11.90 14.40
I_b,int, Bicycle LOS Score for Intersection 2.271 2.366 2.979 2.748 Bicycle LOS B B C B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - 6 7 8 - - - - - - - - - - - -
Ring 1 - 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 6: 6 BG+P PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1881 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2119 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Appendix F

Background With Project With Improvements Conditions
Intersection Analysis Worksheets

4.1.r
Packet Pg. 1882 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2120 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.793
Level Of Service: C
Delay (sec / veh): 32.9
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 1: Warren Road / Ramona Expressway
Intersection Level Of Service Report
Crosswalk Yes No Yes No
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Warren Road Warren Road Ramona Expressway Ramona Expressway Intersection Setup
Scenario 7: 7 BG+P+Improvements AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1883 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2121 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 397 1 359 0 1 0 1 994 541 197 944 0 Total 15-Minute Volume [veh/h] 99 0 90 0 0 0 0 248 135 49 236 0 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9810 0.9810 0.9810 0.9810 0.9810 0.9810 0.9810 0.9810 0.9810 0.9810 0.9810 0.9810 Total Hourly Volume [veh/h] 389 1 352 0 1 0 1 975 531 193 926 0 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 389 1 352 0 1 0 1 975 531 193 926 0 Name Warren Road Warren Road Ramona Expressway Ramona Expressway Volumes
Scenario 7: 7 BG+P+Improvements AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1884 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2122 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering 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 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No No No No
l2, Clearance Lost Time [s] 2.0 4.0 0.0 2.0 4.0 0.0 2.6 5.8 0.0 2.6 5.8 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 0 0 14 0 0 8 0 0 0 0
Walk [s] 0 0 0 0 11 0 0 6 0 0 0 0
Vehicle Extension [s] 3.0 2.5 0.0 3.0 2.5 0.0 1.5 3.0 0.0 1.5 3.0 0.0 Split [s] 38 59 0 11 32 0 10 22 0 18 30 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 1.0 2.0 0.0 1.0 2.0 0.0 Amber [s] 3.0 5.0 0.0 3.0 5.0 0.0 3.6 5.8 0.0 3.6 5.8 0.0 Maximum Green [s] 30 30 0 30 30 0 30 30 0 30 30 0
Minimum Green [s] 7 6 0 7 6 0 5 8 0 5 8 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 110
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 7: 7 BG+P+Improvements AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1885 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2123 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 452.63 384.66 0.00 1.75 1.96 395.94 495.04 238.61 293.63 293.63 95th-Percentile Queue Length [veh/ln] 18.11 15.39 0.00 0.07 0.08 15.84 19.80 9.54 11.75 11.75 50th-Percentile Queue Length [ft/ln] 308.58 253.98 0.00 0.97 1.09 262.97 343.14 141.18 182.78 182.78 50th-Percentile Queue Length [veh/ln] 12.34 10.16 0.00 0.04 0.04 10.52 13.73 5.65 7.31 7.31 Critical Lane Group No Yes No No No No Yes Yes No No
Lane Group LOSEDAEECDDBB
d, Delay for Lane Group [s/veh] 57.20 47.57 0.00 59.63 71.74 27.17 36.64 53.35 16.52 16.52 X, volume / capacity 0.92 0.92 0.00 0.12 0.30 0.65 0.80 0.91 0.46 0.46 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 16.53 7.12 0.00 5.04 16.89 2.19 9.34 5.65 1.49 1.49 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.25 0.08 0.11 0.08 0.04 0.50 0.50 0.04 0.50 0.50 d1, Uniform Delay [s] 40.67 40.45 0.00 54.59 54.85 24.98 27.30 47.69 15.03 15.03 c, Capacity [veh/h] 431 391183 1524 680 217 1025 1025
s, saturation flow rate [veh/h] 1781 1590 1781 1870 1781 3560 1589 1781 1870 1870 (v / s)_i Volume / Saturation Flow Rate 0.22 0.23 0.00 0.00 0.00 0.28 0.34 0.11 0.25 0.25 g / C, Green / Cycle 0.24 0.25 0.00 0.00 0.00 0.43 0.43 0.12 0.55 0.55 g_i, Effective Green Time [s] 27 27000 47 47 13 60 60
l2, Clearance Lost Time [s] 2.00 4.00 2.00 4.00 2.60 5.80 5.80 2.60 5.80 5.80 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 6.00 4.00 6.00 4.60 7.80 7.80 4.60 7.80 7.80 C, Cycle Length [s] 110 110 110 110 110 110 110 110 110 110 Lane GroupLCLCLCRLCC
Lane Group Calculations
Scenario 7: 7 BG+P+Improvements AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1886 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2124 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 57.20 47.57 47.57 0.00 59.63 59.63 71.74 27.17 36.64 53.35 16.52 16.52 Movement LOS E D D A E E E C D D B B
d_A, Approach Delay [s/veh] 52.62 59.63 30.53 22.88
Approach LOS D E C C
d_I, Intersection Delay [s/veh] 32.87
Intersection LOS C
Intersection V/C 0.793
Other Modes
g_Walk,mi, Effective Walk Time [s] 10.0 0.0 15.0 0.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 45.47 0.00 41.04 0.00
I_p,int, Pedestrian LOS Score for Intersection 2.437 0.000 2.927 0.000 Crosswalk LOS B F C F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 963 473 258 404 d_b, Bicycle Delay [s] 14.78 32.09 41.73 35.06
I_b,int, Bicycle LOS Score for Intersection 2.809 1.561 2.827 2.501 Bicycle LOS C A C B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 7: 7 BG+P+Improvements AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1887 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2125 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.819
Level Of Service: D
Delay (sec / veh): 47.8
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 2: Sanderson Avenue / Ramona Expressway
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Sanderson Avenue Sanderson Avenue Ramona Expressway Ramona Expressway Intersection Setup
Scenario 7: 7 BG+P+Improvements AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1888 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2126 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 253 920 140 641 1424 276 381 402 462 951 684 498 Total 15-Minute Volume [veh/h] 63 230 35 160 356 69 95 101 116 238 171 125 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9890 0.9890 0.9890 0.9890 0.9890 0.9890 0.9890 0.9890 0.9890 0.9890 0.9890 0.9890 Total Hourly Volume [veh/h] 250 910 138 634 1408 273 377 398 457 941 676 493 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 250 910 138 634 1408 273 377 398 457 941 676 493 Name Sanderson Avenue Sanderson Avenue Ramona Expressway Ramona Expressway Volumes
Scenario 7: 7 BG+P+Improvements AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1889 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2127 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering 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 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No No No No No No No
Maximum Recall No No No No No No No No No No No No
Minimum Recall No No No No No No No No No No No No
l2, Clearance Lost Time [s] 2.7 5.0 5.0 2.7 5.0 5.0 2.7 5.0 5.0 2.7 5.0 5.0 l1, Start-Up Lost Time [s] 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 0 0 0 0 0 0 0 0 0 0
Walk [s] 0 7 7 0 7 7 0 7 7 0 7 7
Vehicle Extension [s] 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Split [s] 22 32 32 27 37 37 19 16 16 35 32 32
All red [s] 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Amber [s] 3.7 6.0 6.0 3.7 6.0 6.0 3.7 6.0 6.0 3.7 6.0 6.0 Maximum Green [s] 30 30 30 30 30 30 30 30 30 30 30 30
Minimum Green [s] 5 5 5 5 5 5 5 5 5 5 5 5
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups 2,3 6,7 4,5 1,8
Signal Group 5 2 2 1 6 6 7 4 4 3 8 8
Control Type Protecte Permiss Overlap Protecte Permiss Overlap Protecte Permiss Overlap Protecte Permiss Overlap Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 110
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 7: 7 BG+P+Improvements AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1890 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2128 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 143.04 327.78 75.78 336.94 549.82 205.94 223.22 175.96 586.77 493.65 232.70 378.28 95th-Percentile Queue Length [veh/ln] 5.72 13.11 3.03 13.48 21.99 8.24 8.93 7.04 23.47 19.75 9.31 15.13 50th-Percentile Queue Length [ft/ln] 79.47 209.18 42.10 216.34 388.25 117.18 129.79 97.75 418.93 342.01 136.79 248.91 50th-Percentile Queue Length [veh/ln] 3.18 8.37 1.68 8.65 15.53 4.69 5.19 3.91 16.76 13.68 5.47 9.96 Critical Lane Group No No No No Yes No No No Yes Yes No No Lane Group LOS D D B D E B D E E D D C
d, Delay for Lane Group [s/veh] 43.29 45.77 11.72 45.01 61.84 19.77 48.66 56.75 73.85 47.78 38.06 24.36 X, volume / capacity 0.49 0.79 0.16 0.91 0.99 0.37 0.85 0.96 0.99 1.00 0.59 0.63 Lane Group Results
PF, progression 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 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.27 5.68 0.37 2.08 22.39 1.37 1.80 6.41 35.23 7.93 0.18 3.87 I, Upstream Filtering 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 k, delay calibration 0.04 0.50 0.50 0.04 0.50 0.50 0.04 0.04 0.42 0.04 0.04 0.50 d1, Uniform Delay [s] 43.02 40.10 11.35 42.93 39.45 18.40 46.86 50.34 38.62 39.84 37.88 20.49 c, Capacity [veh/h] 514 1157 900 701 1433 754 448 418 468 952 1161 786 s, saturation flow rate [veh/h] 3459 5094 1589 3459 5094 1589 3459 5094 1589 3459 5094 1589 (v / s)_i Volume / Saturation Flow Rate 0.07 0.18 0.09 0.19 0.28 0.17 0.11 0.08 0.29 0.27 0.13 0.31 g / C, Green / Cycle 0.15 0.23 0.57 0.20 0.28 0.47 0.13 0.08 0.29 0.28 0.23 0.49 g_i, Effective Green Time [s] 16 25 62 22 31 52 14 9 32 30 25 54 l2, Clearance Lost Time [s] 2.70 5.00 0.00 2.70 5.00 0.00 2.70 5.00 0.00 2.70 5.00 0.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.70 7.00 4.70 4.70 7.00 4.70 4.70 7.00 4.70 4.70 7.00 4.70 C, Cycle Length [s] 110 110 110 110 110 110 110 110 110 110 110 110 Lane Group L C R L C R L C R L C R
Lane Group Calculations
Scenario 7: 7 BG+P+Improvements AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1891 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2129 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 43.29 45.77 11.72 45.01 61.84 19.77 48.66 56.75 73.85 47.78 38.06 24.36 Movement LOS D D B D E B D E E D D C
d_A, Approach Delay [s/veh] 41.66 52.27 60.62 39.19
Approach LOS D D E D
d_I, Intersection Delay [s/veh] 47.80
Intersection LOS D
Intersection V/C 0.819
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 44.56 44.56 44.56 44.56
I_p,int, Pedestrian LOS Score for Intersection 3.308 3.307 3.125 3.218 Crosswalk LOS C C C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 454 545 164 454 d_b, Bicycle Delay [s] 32.85 29.10 46.38 32.85
I_b,int, Bicycle LOS Score for Intersection 2.282 2.847 2.244 2.733 Bicycle LOS B C B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 7: 7 BG+P+Improvements AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1892 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2130 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.975
Level Of Service: D
Delay (sec / veh): 32.1
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: All-way stop
Intersection 6: Lyon Avenue / Ramona Boulevard
Intersection Level Of Service Report
Crosswalk No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Lyon Avenue Ramona Boulevard Ramona Boulevard Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 62 411 79 13 225 22 41 197 101 66 134 44 Total 15-Minute Volume [veh/h] 15 103 20 3 56 5 10 49 25 16 33 11 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9730 0.9730 0.9730 0.9730 0.9730 0.9730 0.9730 0.9730 0.9730 0.9730 0.9730 0.9730 Total Hourly Volume [veh/h] 60 400 77 13 219 21 40 192 98 64 130 43 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 60 400 77 13 219 21 40 192 98 64 130 43 Name Lyon Avenue Lyon Avenue Ramona Boulevard Ramona Boulevard Volumes
Scenario 7: 7 BG+P+Improvements AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1893 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2131 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Intersection LOS D
Intersection Delay [s/veh] 32.10
Approach LOS F B C C
Approach Delay [s/veh] 55.19 13.87 17.12 20.11
95th-Percentile Queue Length [ft] 11.52 320.14 29.89 29.03 75.87 18.76 79.25 95th-Percentile Queue Length [veh] 0.46 12.81 1.20 1.16 3.03 0.75 3.17 Movement, Approach, & Intersection Results
Degree of Utilization, x 0.13 0.98 0.29 0.28 0.53 0.20 0.54 Capacity per Entry Lane [veh/h] 462 502 447 457 449 499 449 Lanes
Intersection Settings
Scenario 7: 7 BG+P+Improvements AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1894 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2132 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 1.026
Level Of Service: E
Delay (sec / veh): 41.5
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: All-way stop
Intersection 7: Lyon Avenue / De Anza Drive
Intersection Level Of Service Report
Crosswalk No No Yes No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Lyon Avenue De Anza Drive De Anza Drive Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 37 627 330 36 490 37 106 30 106 166 11 65 Total 15-Minute Volume [veh/h] 9 157 83 9 123 9 27 8 27 41 3 16 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.7240 0.7240 0.7240 0.7240 0.7240 0.7240 0.7240 0.7240 0.7240 0.7240 0.7240 0.7240 Total Hourly Volume [veh/h] 27 454 239 26 355 27 77 22 77 120 8 47 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 27 454 239 26 355 27 77 22 77 120 8 47 Name Lyon Avenue Lyon Avenue De Anza Drive De Anza Drive Volumes
Scenario 7: 7 BG+P+Improvements AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1895 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2133 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Intersection LOS E
Intersection Delay [s/veh] 41.47
Approach LOS F C B C
Approach Delay [s/veh] 65.02 22.18 14.73 16.37
95th-Percentile Queue Length [ft] 361.31 307.72 102.44 98.70 26.81 32.14 50.60 15.12 95th-Percentile Queue Length [veh] 14.45 12.31 4.10 3.95 1.07 1.29 2.02 0.60 Movement, Approach, & Intersection Results
Degree of Utilization, x 1.03 0.96 0.62 0.61 0.27 0.31 0.42 0.17 Capacity per Entry Lane [veh/h] 497 520 455 463 394 443 396 448 Lanes
Intersection Settings
Scenario 7: 7 BG+P+Improvements AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1896 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

5.1.i
Packet Pg. 2134 Attachment: Planning Commission Staff Report (McLeish Ranch Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.698
Level Of Service: C
Delay (sec / veh): 32.8
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 11: Lyon Avenue / Cottonwood Avenue
Intersection Level Of Service Report
Crosswalk No Yes No No
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Lyon Avenue Cottonwood Avenue Cottonwood Avenue Intersection Setup
Scenario 7: 7 BG+P+Improvements AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

San Jacinto City CouncilFebruary 4, 2025

San Jacinto City Council
February 4, 2025