4.1.r
Packet Pg. 1751 Attachment: Appendix I - Traffic Impact Study (McLeish 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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)) 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
4.1.r
Packet Pg. 1897 Attachment: Appendix I - Traffic Impact Study (McLeish 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] 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 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] 35 333 24 95 311 188 221 383 36 20 232 184 Name Lyon Avenue Lyon Avenue Cottonwood Avenue Cottonwood Avenue 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. 1898 Attachment: Appendix I - Traffic Impact Study (McLeish 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
Maximum Recall No No No No
Minimum Recall No No No No
l2, Clearance Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 0.0 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 10 0 0 10 0 0 10 0 0 14 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 0.0 3.0 0.0 0.0 3.0 0.0 Split [s] 0 51 0 0 51 0 0 69 0 0 69 0
All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 0.0 1.0 0.0 0.0 1.0 0.0 Amber [s] 0.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 Maximum Green [s] 0 30 0 0 30 0 0 30 0 0 30 0
Minimum Green [s] 0 7 0 0 7 0 0 7 0 0 7 0
Lead / Lag - - - - - - - - - - - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 0 8 0 0 4 0
Control Type Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Phasing & Timing
Lost time [s] 8.00
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 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. 1899 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 513.06 222.88 338.27 212.50 344.59 353.36 380.31 95th-Percentile Queue Length [veh/ln] 20.52 8.92 13.53 8.50 13.78 14.13 15.21 50th-Percentile Queue Length [ft/ln] 357.92 129.55 217.37 121.95 222.32 229.22 250.52 50th-Percentile Queue Length [veh/ln] 14.32 5.18 8.69 4.88 8.89 9.17 10.02 Critical Lane Group Yes No No No No No Yes
Lane Group LOSDFCCDBB
d, Delay for Lane Group [s/veh] 43.67 91.81 30.57 27.65 50.35 18.14 19.27 X, volume / capacity 0.80 0.85 0.53 0.37 0.89 0.52 0.57 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] 10.34 45.32 2.69 1.72 11.42 0.45 0.85 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 0.50 0.15 0.11 0.17 d1, Uniform Delay [s] 33.33 46.49 27.88 25.93 38.93 17.69 18.42 c, Capacity [veh/h] 614 138 735 625 310 995 946
s, saturation flow rate [veh/h] 1478 945 1870 1589 883 1842 1693 (v / s)_i Volume / Saturation Flow Rate 0.33 0.12 0.21 0.15 0.31 0.28 0.32 g / C, Green / Cycle 0.39 0.39 0.39 0.39 0.54 0.54 0.54 g_i, Effective Green Time [s] 47 47 47 47 65 65 65
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] 2.00 2.00 0.00 0.00 2.00 0.00 2.00 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 GroupCLCRLCC
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. 1900 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 43.67 43.67 43.67 91.81 30.57 27.65 50.35 18.14 18.14 19.27 19.27 19.27 Movement LOS D D D F C C D B B B B B
d_A, Approach Delay [s/veh] 43.67 39.42 29.25 19.27
Approach LOS D D C B
d_I, Intersection Delay [s/veh] 32.81
Intersection LOS C
Intersection V/C 0.698
Other Modes
g_Walk,mi, Effective Walk Time [s] 0.0 11.0 0.0 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 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersection 0.000 3.142 0.000 0.000 Crosswalk LOS F C F F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 783 783 1083 1083 d_b, Bicycle Delay [s] 22.20 22.20 12.60 12.60
I_b,int, Bicycle LOS Score for Intersection 2.366 2.779 2.875 2.456 Bicycle LOS B C C B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - 6 - 8 - - - - - - - - - - - -
Ring 1 - 2 - 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. 1901 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.884
Level Of Service: D
Delay (sec / veh): 46.9
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 8: 8 BG+P+Improvements PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with
4.1.r
Packet Pg. 1902 Attachment: Appendix I - Traffic Impact Study (McLeish 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 8: 8 BG+P+Improvements PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with
4.1.r
Packet Pg. 1903 Attachment: Appendix I - Traffic Impact Study (McLeish 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 58 0 11 31 0 10 22 0 29 41 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] 120
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 8: 8 BG+P+Improvements PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with
4.1.r
Packet Pg. 1904 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 570.68 307.96 4.39 4.28 0.00 645.12 564.43 446.50 355.30 355.30 95th-Percentile Queue Length [veh/ln] 22.83 12.32 0.18 0.17 0.00 25.80 22.58 17.86 14.21 14.21 50th-Percentile Queue Length [ft/ln] 405.55 193.81 2.44 2.38 0.00 467.77 400.35 303.62 230.74 230.74 50th-Percentile Queue Length [veh/ln] 16.22 7.75 0.10 0.10 0.00 18.71 16.01 12.14 9.23 9.23 Critical Lane Group Yes No No Yes No Yes No Yes No No
Lane Group LOSEDEEADEEBB
d, Delay for Lane Group [s/veh] 67.67 40.83 77.09 79.06 0.00 54.34 56.85 68.25 19.15 19.15 X, volume / capacity 0.95 0.68 0.26 0.31 0.00 0.95 0.89 0.94 0.51 0.51 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] 24.56 1.43 17.51 19.41 0.00 15.74 19.31 21.11 1.80 1.80 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 0.38 0.08 0.11 0.08 0.04 0.50 0.50 0.23 0.50 0.50 d1, Uniform Delay [s] 43.11 39.40 59.58 59.65 0.00 38.60 37.54 47.15 17.35 17.35 c, Capacity [veh/h] 476 424861 1207 539 362 1013 1013
s, saturation flow rate [veh/h] 1781 1589 1781 1718 1781 3560 1589 1781 1870 1870 (v / s)_i Volume / Saturation Flow Rate 0.25 0.18 0.00 0.00 0.00 0.32 0.30 0.19 0.27 0.27 g / C, Green / Cycle 0.27 0.27 0.00 0.00 0.00 0.34 0.34 0.20 0.54 0.54 g_i, Effective Green Time [s] 32 32000 41 41 24 65 65
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] 120 120 120 120 120 120 120 120 120 120 Lane GroupLCLCLCRLCC
Lane Group Calculations
Scenario 8: 8 BG+P+Improvements PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with
4.1.r
Packet Pg. 1905 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 67.67 40.83 40.83 77.09 79.06 79.06 0.00 54.34 56.85 68.25 19.15 19.15 Movement LOS E D D E E E A D E E B B
d_A, Approach Delay [s/veh] 57.20 78.07 55.08 31.44
Approach LOS E E E C
d_I, Intersection Delay [s/veh] 46.86
Intersection LOS D
Intersection V/C 0.884
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] 50.43 0.00 45.95 0.00
I_p,int, Pedestrian LOS Score for Intersection 2.462 0.000 2.967 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] 867 417 237 553 d_b, Bicycle Delay [s] 19.28 37.61 46.65 31.40
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 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 8: 8 BG+P+Improvements PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with
4.1.r
Packet Pg. 1906 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.936
Level Of Service: D
Delay (sec / veh): 48.2
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 8: 8 BG+P+Improvements PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with
4.1.r
Packet Pg. 1907 Attachment: Appendix I - Traffic Impact Study (McLeish 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 8: 8 BG+P+Improvements PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with
4.1.r
Packet Pg. 1908 Attachment: Appendix I - Traffic Impact Study (McLeish 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] 18 33 33 31 46 46 17 21 21 15 19 19
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] 100
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 8: 8 BG+P+Improvements PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with
4.1.r
Packet Pg. 1909 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 239.93 485.60 839.59 471.50 451.61 198.86 217.33 305.23 288.83 205.40 201.02 528.76 95th-Percentile Queue Length [veh/ln] 9.60 19.42 33.58 18.86 18.06 7.95 8.69 12.21 11.55 8.22 8.04 21.15 50th-Percentile Queue Length [ft/ln] 142.16 335.42 611.54 318.90 307.76 112.05 125.48 186.79 179.10 116.79 113.61 370.85 50th-Percentile Queue Length [veh/ln] 5.69 13.42 24.46 12.76 12.31 4.48 5.02 7.47 7.16 4.67 4.54 14.83 Critical Lane Group No No Yes Yes No No No No Yes No No No Lane Group LOS D E F F C B D F C D D D
d, Delay for Lane Group [s/veh] 48.42 60.20 73.93 51.94 31.73 12.50 47.31 69.65 29.65 53.24 45.81 37.03 X, volume / capacity 0.96 0.99 1.04 1.02 0.83 0.40 0.93 1.05 0.64 0.97 0.91 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] 5.34 23.34 45.65 15.07 4.25 1.26 3.88 26.55 1.86 8.52 2.25 12.49 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.04 0.50 0.50 0.04 0.50 0.50 0.04 0.04 0.16 0.04 0.04 0.50 d1, Uniform Delay [s] 43.07 36.86 28.28 36.87 27.48 11.24 43.42 43.10 27.79 44.72 43.56 24.53 c, Capacity [veh/h] 460 1333 691 909 1994 929 426 705 543 357 603 717 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 0.13 0.26 0.45 0.27 0.33 0.23 0.11 0.15 0.22 0.10 0.11 0.39 g / C, Green / Cycle 0.13 0.26 0.43 0.26 0.39 0.58 0.12 0.14 0.34 0.10 0.12 0.45 g_i, Effective Green Time [s] 13 26 43 26 39 58 12 14 34 10 12 45 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] 100 100 100 100 100 100 100 100 100 100 100 100 Lane Group L C R L C R L C R L C R
Lane Group Calculations
Scenario 8: 8 BG+P+Improvements PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with
4.1.r
Packet Pg. 1910 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 48.42 60.20 73.93 51.94 31.73 12.50 47.31 69.65 29.65 53.24 45.81 37.03 Movement LOS D E F F C B D F C D D D
d_A, Approach Delay [s/veh] 62.09 35.69 54.31 43.94
Approach LOS E D D D
d_I, Intersection Delay [s/veh] 48.22
Intersection LOS D
Intersection V/C 0.936
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] 39.62 39.62 39.62 39.62
I_p,int, Pedestrian LOS Score for Intersection 3.378 3.427 3.162 3.277 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] 520 780 280 240 d_b, Bicycle Delay [s] 27.39 18.61 36.99 38.73
I_b,int, Bicycle LOS Score for Intersection 2.926 3.187 2.376 2.390 Bicycle LOS C C B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 8: 8 BG+P+Improvements PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with
4.1.r
Packet Pg. 1911 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.815
Level Of Service: D
Delay (sec / veh): 26.1
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 1 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 8: 8 BG+P+Improvements PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with
4.1.r
Packet Pg. 1912 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Intersection LOS D
Intersection Delay [s/veh] 26.10
Approach LOS D C C D
Approach Delay [s/veh] 34.02 21.67 21.26 28.72
95th-Percentile Queue Length [ft] 18.24 188.30 88.18 84.91 107.06 35.40 128.94 95th-Percentile Queue Length [veh] 0.73 7.53 3.53 3.40 4.28 1.42 5.16 Movement, Approach, & Intersection Results
Degree of Utilization, x 0.20 0.81 0.58 0.56 0.64 0.33 0.69 Capacity per Entry Lane [veh/h] 403 432 425 433 418 459 422 Lanes
Intersection Settings
Scenario 8: 8 BG+P+Improvements PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with
4.1.r
Packet Pg. 1913 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.558
Level Of Service: B
Delay (sec / veh): 14.7
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 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 1 0 0 1 0 0 1 0 0 1
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 8: 8 BG+P+Improvements PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with
4.1.r
Packet Pg. 1914 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Intersection LOS B
Intersection Delay [s/veh] 14.67
Approach LOS B C B B
Approach Delay [s/veh] 14.83 15.87 11.19 11.27
95th-Percentile Queue Length [ft] 71.49 64.44 85.40 76.50 10.32 11.78 10.54 10.90 95th-Percentile Queue Length [veh] 2.86 2.58 3.42 3.06 0.41 0.47 0.42 0.44 Movement, Approach, & Intersection Results
Degree of Utilization, x 0.51 0.48 0.56 0.53 0.12 0.14 0.12 0.13 Capacity per Entry Lane [veh/h] 563 597 570 605 451 519 451 509 Lanes
Intersection Settings
Scenario 8: 8 BG+P+Improvements PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with
4.1.r
Packet Pg. 1915 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.575
Level Of Service: B
Delay (sec / veh): 19.9
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 8: 8 BG+P+Improvements PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with
4.1.r
Packet Pg. 1916 Attachment: Appendix I - Traffic Impact Study (McLeish 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] 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 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] 61 367 39 51 367 97 105 326 63 20 286 47 Name Lyon Avenue Lyon Avenue Cottonwood Avenue Cottonwood Avenue Volumes
Scenario 8: 8 BG+P+Improvements PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with
4.1.r
Packet Pg. 1917 Attachment: Appendix I - Traffic Impact Study (McLeish 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
Maximum Recall No No No No
Minimum Recall No No No No
l2, Clearance Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 0.0 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 10 0 0 10 0 0 10 0 0 14 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 0.0 3.0 0.0 0.0 3.0 0.0 Split [s] 0 48 0 0 48 0 0 47 0 0 47 0
All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 0.0 1.0 0.0 0.0 1.0 0.0 Amber [s] 0.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 Maximum Green [s] 0 30 0 0 30 0 0 30 0 0 30 0
Minimum Green [s] 0 7 0 0 7 0 0 7 0 0 7 0
Lead / Lag - - - - - - - - - - - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 0 8 0 0 4 0
Control Type Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Phasing & Timing
Lost time [s] 8.00
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] 95
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 8: 8 BG+P+Improvements PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with
4.1.r
Packet Pg. 1918 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 248.11 27.93 190.37 42.71 118.72 302.87 273.87 95th-Percentile Queue Length [veh/ln] 9.92 1.12 7.61 1.71 4.75 12.11 10.95 50th-Percentile Queue Length [ft/ln] 148.26 15.52 105.96 23.73 65.96 189.88 167.69 50th-Percentile Queue Length [veh/ln] 5.93 0.62 4.24 0.95 2.64 7.60 6.71 Critical Lane Group Yes No No No No No Yes
Lane Group LOSBBBBDCC
d, Delay for Lane Group [s/veh] 14.60 12.32 12.79 10.25 39.06 26.15 25.55 X, volume / capacity 0.50 0.12 0.37 0.12 0.64 0.63 0.61 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] 1.85 0.57 1.02 0.27 3.95 0.99 0.98 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 0.50 0.11 0.11 0.11 d1, Uniform Delay [s] 12.75 11.76 11.77 9.98 35.11 25.16 24.57 c, Capacity [veh/h] 976 442 1041 885 172 653 611
s, saturation flow rate [veh/h] 1676 960 1870 1589 1031 1818 1589 (v / s)_i Volume / Saturation Flow Rate 0.29 0.06 0.21 0.06 0.11 0.22 0.23 g / C, Green / Cycle 0.56 0.56 0.56 0.56 0.36 0.36 0.36 g_i, Effective Green Time [s] 53 53 53 53 34 34 34
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] 2.00 2.00 0.00 0.00 2.00 0.00 2.00 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] 95 95 95 95 95 95 95
Lane GroupCLCRLCC
Lane Group Calculations
Scenario 8: 8 BG+P+Improvements PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with
4.1.r
Packet Pg. 1919 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 14.60 14.60 14.60 12.32 12.79 10.25 39.06 26.15 26.15 25.55 25.55 25.55 Movement LOS B B B B B B D C C C C C
d_A, Approach Delay [s/veh] 14.60 12.26 28.89 25.55
Approach LOS B B C C
d_I, Intersection Delay [s/veh] 19.91
Intersection LOS B
Intersection V/C 0.575
Other Modes
g_Walk,mi, Effective Walk Time [s] 0.0 11.0 0.0 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 37.14 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersection 0.000 2.687 0.000 0.000 Crosswalk LOS F B F F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 926 926 905 905 d_b, Bicycle Delay [s] 13.69 13.69 14.23 14.23
I_b,int, Bicycle LOS Score for Intersection 2.370 2.454 2.416 2.172 Bicycle LOS B B B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - 6 - 8 - - - - - - - - - - - -
Ring 1 - 2 - 4 - - - - - - - - - - - -
Sequence
Scenario 8: 8 BG+P+Improvements PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with
4.1.r
Packet Pg. 1920 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Appendix G
CA MUTCD Peak Hour Traffic Signal Warrant Worksheets
4.1.r
Packet Pg. 1921 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Signal Warrants Report For Intersection 6: Lyon Avenue / Ramona Boulevard Hour Major Streets Minor Streets
S N E W
1 314 121 175 211
2 305 117 170 205
3 298 115 166 200
4 279 108 156 188
5 248 96 138 167
6 245 94 137 165
7 242 93 135 162
8 220 85 122 148
9 217 83 121 146
10 214 82 119 143
11 185 71 103 124
12 173 67 96 116
13 170 65 95 114
14 126 48 70 84
15 126 48 70 84
16 88 34 49 59
17 50 19 28 34
18 50 19 28 34
19 28 11 16 19
20 16 6 9 11
21 9 4 5 6
22 3 1 2 2
23 3 1 2 2
24 3 1 2 2
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches E, W
Speed > 40mph Yes
Population < 10,000 No
Warrant Factor 70%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with
4.1.r
Packet Pg. 1922 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Orientation E W
Total Stopped Delay Per Vehicle on Minor Approach (s) 11.8 10.3 Number of Lanes on Minor Street Approach 1 2
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:34 0:36 Delay Condition Met No No
Volume on Minor Street Approach During Same Hour 175 211 High Minor Volume Condition Met Yes Yes
Total Entering Volume on All Approaches During Same Hour 821 821 Number of Approaches on Intersection 4 4
Total Volume Condition Met Yes Yes
Warrant Met for Approach No No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 2 435 2 211 No No Yes Yes No No No No No No
2 2 422 2 205 No No Yes Yes No No No No No No
3 2 413 2 200 No No No Yes No No No No No No
4 2 387 2 188 No No No Yes No No No No No No
5 2 344 2 167 No No No Yes No No No No No No
6 2 339 2 165 No No No Yes No No No No No No
7 2 335 2 162 No No No No No No No No No No
8 2 305 2 148 No No No No No No No No No No
9 2 300 2 146 No No No No No No No No No No
10 2 296 2 143 No No No No No No No No No No
11 2 256 2 124 No No No No No No No No No No
12 2 240 2 116 No No No No No No No No No No
13 2 235 2 114 No No No No No No No No No No
14 2 174 2 84 No No No No No No No No No No
15 2 174 2 84 No No No No No No No No No No
16 2 122 2 59 No No No No No No No No No No
17 2 69 2 34 No No No No No No No No No No
18 2 69 2 34 No No No No No No No No No No
19 2 39 2 19 No No No No No No No No No No
20 2 22 2 11 No No No No No No No No No No
21 2 13 2 6 No No No No No No No No No No
22 2 4 2 2 No No No No No No No No No No
23 2 4 2 2 No No No No No No No No No No
24 2 4 2 2 No No No No No No No No No No
Hours
Met 0 0 2 6 0 0 0 0 0 0
Warrant Analysis by Hour
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with
4.1.r
Packet Pg. 1923 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Signal Warrants Report For Intersection 7: Lyon Avenue / De Anza Drive Hour Major Streets Minor Streets
S N E
1 496 212 152
2 481 206 147
3 471 201 144
4 441 189 135
5 392 167 120
6 387 165 119
7 382 163 117
8 347 148 106
9 342 146 105
10 337 144 103
11 293 125 90
12 273 117 84
13 268 114 82
14 198 85 61
15 198 85 61
16 139 59 43
17 79 34 24
18 79 34 24
19 45 19 14
20 25 11 8
21 15 6 5
22 5 2 2
23 5 2 2
24 5 2 2
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches E
Speed > 40mph Yes
Population < 10,000 No
Warrant Factor 70%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume Yes
#3 Peak Hour No
Warrants Summary
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with
4.1.r
Packet Pg. 1924 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Orientation E
Total Stopped Delay Per Vehicle on Minor Approach (s) 12.4 Number of Lanes on Minor Street Approach 2
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:31 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 152
High Minor Volume Condition Met Yes
Total Entering Volume on All Approaches During Same Hour 860 Number of Approaches on Intersection 3
Total Volume Condition Met Yes
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 1 708 2 152 No No Yes Yes No Yes Yes Yes Yes No
2 1 687 2 147 No No Yes Yes No Yes Yes Yes Yes No
3 1 672 2 144 No No Yes Yes No Yes Yes Yes Yes No
4 1 630 2 135 No No No Yes No Yes Yes Yes Yes No
5 1 559 2 120 No No No Yes No No Yes Yes No No
6 1 552 2 119 No No No Yes No No Yes Yes No No
7 1 545 2 117 No No No Yes No No Yes Yes No No
8 1 495 2 106 No No No No No No No Yes No No
9 1 488 2 105 No No No No No No No Yes No No
10 1 481 2 103 No No No No No No No Yes No No
11 1 418 2 90 No No No No No No No No No No
12 1 390 2 84 No No No No No No No No No No
13 1 382 2 82 No No No No No No No No No No
14 1 283 2 61 No No No No No No No No No No
15 1 283 2 61 No No No No No No No No No No
16 1 198 2 43 No No No No No No No No No No
17 1 113 2 24 No No No No No No No No No No
18 1 113 2 24 No No No No No No No No No No
19 1 64 2 14 No No No No No No No No No No
20 1 36 2 8 No No No No No No No No No No
21 1 21 2 5 No No No No No No No No No No
22 1 7 2 2 No No No No No No No No No No
23 1 7 2 2 No No No No No No No No No No
24 1 7 2 2 No No No No No No No No No No
Hours
Met 0 0 3 7 0 4 7 10 4 0
Warrant Analysis by Hour
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with
4.1.r
Packet Pg. 1925 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Signal Warrants Report For Intersection 11: Lyon Avenue / Cottonwood Avenue Hour Major Streets Minor Streets
S N E W
1 249 304 340 504
2 242 295 330 489
3 237 289 323 479
4 222 271 303 449
5 197 240 269 398
6 194 237 265 393
7 192 234 262 388
8 174 213 238 353
9 172 210 235 348
10 169 207 231 343
11 147 179 201 297
12 137 167 187 277
13 134 164 184 272
14 100 122 136 202
15 100 122 136 202
16 70 85 95 141
17 40 49 54 81
18 40 49 54 81
19 22 27 31 45
20 12 15 17 25
21 7 9 10 15
22 2 3 3 5
23 2 3 3 5
24 2 3 3 5
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches E, W
Speed > 40mph Yes
Population < 10,000 No
Warrant Factor 70%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume Yes
#3 Peak Hour Yes
Warrants Summary
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with
4.1.r
Packet Pg. 1926 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Orientation E W
Total Stopped Delay Per Vehicle on Minor Approach (s) 105.7 65 Number of Lanes on Minor Street Approach 1 2
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 9:59 9:06 Delay Condition Met Yes Yes
Volume on Minor Street Approach During Same Hour 340 504 High Minor Volume Condition Met Yes Yes
Total Entering Volume on All Approaches During Same Hour 1397 1397 Number of Approaches on Intersection 4 4
Total Volume Condition Met Yes Yes
Warrant Met for Approach Yes Yes
Warrant Met for Intersection Yes
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 3 553 2 504 No Yes Yes Yes No No No Yes Yes Yes
2 3 537 2 489 No Yes Yes Yes No No No Yes Yes Yes
3 3 526 2 479 No Yes Yes Yes No No No Yes Yes Yes
4 3 493 2 449 No Yes Yes Yes No No No No Yes Yes
5 3 437 2 398 No No Yes Yes No No No No Yes Yes
6 3 431 2 393 No No Yes Yes No No No No Yes Yes
7 3 426 2 388 No No Yes Yes No No No No Yes Yes
8 3 387 2 353 No No No Yes No No No No Yes No
9 3 382 2 348 No No No Yes No No No No Yes No
10 3 376 2 343 No No No Yes No No No No Yes No
11 3 326 2 297 No No No No No No No No Yes No
12 3 304 2 277 No No No No No No No No No No
13 3 298 2 272 No No No No No No No No No No
14 3 222 2 202 No No No No No No No No No No
15 3 222 2 202 No No No No No No No No No No
16 3 155 2 141 No No No No No No No No No No
17 3 89 2 81 No No No No No No No No No No
18 3 89 2 81 No No No No No No No No No No
19 3 49 2 45 No No No No No No No No No No
20 3 27 2 25 No No No No No No No No No No
21 3 16 2 15 No No No No No No No No No No
22 3 5 2 5 No No No No No No No No No No
23 3 5 2 5 No No No No No No No No No No
24 3 5 2 5 No No No No No No No No No No
Hours
Met 0 4 7 10 0 0 0 3 11 7
Warrant Analysis by Hour
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with
4.1.r
Packet Pg. 1927 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Signal Warrants Report For Intersection 6: Lyon Avenue / Ramona Boulevard Hour Major Streets Minor Streets
S N E W
1 314 121 175 211
2 305 117 170 205
3 298 115 166 200
4 279 108 156 188
5 248 96 138 167
6 245 94 137 165
7 242 93 135 162
8 220 85 122 148
9 217 83 121 146
10 214 82 119 143
11 185 71 103 124
12 173 67 96 116
13 170 65 95 114
14 126 48 70 84
15 126 48 70 84
16 88 34 49 59
17 50 19 28 34
18 50 19 28 34
19 28 11 16 19
20 16 6 9 11
21 9 4 5 6
22 3 1 2 2
23 3 1 2 2
24 3 1 2 2
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches E, W
Speed > 40mph Yes
Population < 10,000 No
Warrant Factor 70%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with
4.1.r
Packet Pg. 1928 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Orientation E W
Total Stopped Delay Per Vehicle on Minor Approach (s) 12.3 10.8 Number of Lanes on Minor Street Approach 1 2
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:36 0:37 Delay Condition Met No No
Volume on Minor Street Approach During Same Hour 175 211 High Minor Volume Condition Met Yes Yes
Total Entering Volume on All Approaches During Same Hour 821 821 Number of Approaches on Intersection 4 4
Total Volume Condition Met Yes Yes
Warrant Met for Approach No No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 2 435 2 211 No No Yes Yes No No No No No No
2 2 422 2 205 No No Yes Yes No No No No No No
3 2 413 2 200 No No No Yes No No No No No No
4 2 387 2 188 No No No Yes No No No No No No
5 2 344 2 167 No No No Yes No No No No No No
6 2 339 2 165 No No No Yes No No No No No No
7 2 335 2 162 No No No No No No No No No No
8 2 305 2 148 No No No No No No No No No No
9 2 300 2 146 No No No No No No No No No No
10 2 296 2 143 No No No No No No No No No No
11 2 256 2 124 No No No No No No No No No No
12 2 240 2 116 No No No No No No No No No No
13 2 235 2 114 No No No No No No No No No No
14 2 174 2 84 No No No No No No No No No No
15 2 174 2 84 No No No No No No No No No No
16 2 122 2 59 No No No No No No No No No No
17 2 69 2 34 No No No No No No No No No No
18 2 69 2 34 No No No No No No No No No No
19 2 39 2 19 No No No No No No No No No No
20 2 22 2 11 No No No No No No No No No No
21 2 13 2 6 No No No No No No No No No No
22 2 4 2 2 No No No No No No No No No No
23 2 4 2 2 No No No No No No No No No No
24 2 4 2 2 No No No No No No No No No No
Hours
Met 0 0 2 6 0 0 0 0 0 0
Warrant Analysis by Hour
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with
4.1.r
Packet Pg. 1929 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Signal Warrants Report For Intersection 7: Lyon Avenue / De Anza Drive Hour Major Streets Minor Streets
S N E
1 496 212 152
2 481 206 147
3 471 201 144
4 441 189 135
5 392 167 120
6 387 165 119
7 382 163 117
8 347 148 106
9 342 146 105
10 337 144 103
11 293 125 90
12 273 117 84
13 268 114 82
14 198 85 61
15 198 85 61
16 139 59 43
17 79 34 24
18 79 34 24
19 45 19 14
20 25 11 8
21 15 6 5
22 5 2 2
23 5 2 2
24 5 2 2
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches E
Speed > 40mph Yes
Population < 10,000 No
Warrant Factor 70%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume Yes
#3 Peak Hour No
Warrants Summary
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with
4.1.r
Packet Pg. 1930 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Orientation E
Total Stopped Delay Per Vehicle on Minor Approach (s) 10.7 Number of Lanes on Minor Street Approach 2
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:27 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 152
High Minor Volume Condition Met Yes
Total Entering Volume on All Approaches During Same Hour 860 Number of Approaches on Intersection 3
Total Volume Condition Met Yes
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 1 708 2 152 No No Yes Yes No Yes Yes Yes Yes No
2 1 687 2 147 No No Yes Yes No Yes Yes Yes Yes No
3 1 672 2 144 No No Yes Yes No Yes Yes Yes Yes No
4 1 630 2 135 No No No Yes No Yes Yes Yes Yes No
5 1 559 2 120 No No No Yes No No Yes Yes No No
6 1 552 2 119 No No No Yes No No Yes Yes No No
7 1 545 2 117 No No No Yes No No Yes Yes No No
8 1 495 2 106 No No No No No No No Yes No No
9 1 488 2 105 No No No No No No No Yes No No
10 1 481 2 103 No No No No No No No Yes No No
11 1 418 2 90 No No No No No No No No No No
12 1 390 2 84 No No No No No No No No No No
13 1 382 2 82 No No No No No No No No No No
14 1 283 2 61 No No No No No No No No No No
15 1 283 2 61 No No No No No No No No No No
16 1 198 2 43 No No No No No No No No No No
17 1 113 2 24 No No No No No No No No No No
18 1 113 2 24 No No No No No No No No No No
19 1 64 2 14 No No No No No No No No No No
20 1 36 2 8 No No No No No No No No No No
21 1 21 2 5 No No No No No No No No No No
22 1 7 2 2 No No No No No No No No No No
23 1 7 2 2 No No No No No No No No No No
24 1 7 2 2 No No No No No No No No No No
Hours
Met 0 0 3 7 0 4 7 10 4 0
Warrant Analysis by Hour
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with
4.1.r
Packet Pg. 1931 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Signal Warrants Report For Intersection 11: Lyon Avenue / Cottonwood Avenue Hour Major Streets Minor Streets
S N E W
1 249 304 340 504
2 242 295 330 489
3 237 289 323 479
4 222 271 303 449
5 197 240 269 398
6 194 237 265 393
7 192 234 262 388
8 174 213 238 353
9 172 210 235 348
10 169 207 231 343
11 147 179 201 297
12 137 167 187 277
13 134 164 184 272
14 100 122 136 202
15 100 122 136 202
16 70 85 95 141
17 40 49 54 81
18 40 49 54 81
19 22 27 31 45
20 12 15 17 25
21 7 9 10 15
22 2 3 3 5
23 2 3 3 5
24 2 3 3 5
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches E, W
Speed > 40mph Yes
Population < 10,000 No
Warrant Factor 70%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume Yes
#3 Peak Hour Yes
Warrants Summary
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with
4.1.r
Packet Pg. 1932 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Orientation E W
Total Stopped Delay Per Vehicle on Minor Approach (s) 41.5 30.9 Number of Lanes on Minor Street Approach 1 2
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 3:55 4:19 Delay Condition Met No No
Volume on Minor Street Approach During Same Hour 340 504 High Minor Volume Condition Met Yes Yes
Total Entering Volume on All Approaches During Same Hour 1397 1397 Number of Approaches on Intersection 4 4
Total Volume Condition Met Yes Yes
Warrant Met for Approach No No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 3 553 2 504 No Yes Yes Yes No No No Yes Yes Yes
2 3 537 2 489 No Yes Yes Yes No No No Yes Yes Yes
3 3 526 2 479 No Yes Yes Yes No No No Yes Yes Yes
4 3 493 2 449 No Yes Yes Yes No No No No Yes Yes
5 3 437 2 398 No No Yes Yes No No No No Yes Yes
6 3 431 2 393 No No Yes Yes No No No No Yes Yes
7 3 426 2 388 No No Yes Yes No No No No Yes Yes
8 3 387 2 353 No No No Yes No No No No Yes No
9 3 382 2 348 No No No Yes No No No No Yes No
10 3 376 2 343 No No No Yes No No No No Yes No
11 3 326 2 297 No No No No No No No No Yes No
12 3 304 2 277 No No No No No No No No No No
13 3 298 2 272 No No No No No No No No No No
14 3 222 2 202 No No No No No No No No No No
15 3 222 2 202 No No No No No No No No No No
16 3 155 2 141 No No No No No No No No No No
17 3 89 2 81 No No No No No No No No No No
18 3 89 2 81 No No No No No No No No No No
19 3 49 2 45 No No No No No No No No No No
20 3 27 2 25 No No No No No No No No No No
21 3 16 2 15 No No No No No No No No No No
22 3 5 2 5 No No No No No No No No No No
23 3 5 2 5 No No No No No No No No No No
24 3 5 2 5 No No No No No No No No No No
Hours
Met 0 4 7 10 0 0 0 3 11 7
Warrant Analysis by Hour
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with
4.1.r
Packet Pg. 1933 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Signal Warrants Report For Intersection 6: Lyon Avenue / Ramona Boulevard Hour Major Streets Minor Streets
S N E W
1 493 238 237 330
2 478 231 230 320
3 468 226 225 314
4 439 212 211 294
5 389 188 187 261
6 385 186 185 257
7 380 183 182 254
8 345 167 166 231
9 340 164 164 228
10 335 162 161 224
11 291 140 140 195
12 271 131 130 182
13 266 129 128 178
14 197 95 95 132
15 197 95 95 132
16 138 67 66 92
17 79 38 38 53
18 79 38 38 53
19 44 21 21 30
20 25 12 12 17
21 15 7 7 10
22 5 2 2 3
23 5 2 2 3
24 5 2 2 3
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches E, W
Speed > 40mph Yes
Population < 10,000 No
Warrant Factor 70%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume Yes
#2 Four Hour Vehicular Volume Yes
#3 Peak Hour Yes
Warrants Summary
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with
4.1.r
Packet Pg. 1934 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Orientation E W
Total Stopped Delay Per Vehicle on Minor Approach (s) 20.6 17.2 Number of Lanes on Minor Street Approach 1 2
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 1:21 1:34 Delay Condition Met No No
Volume on Minor Street Approach During Same Hour 237 330 High Minor Volume Condition Met Yes Yes
Total Entering Volume on All Approaches During Same Hour 1298 1298 Number of Approaches on Intersection 4 4
Total Volume Condition Met Yes Yes
Warrant Met for Approach No No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 2 731 2 330 Yes Yes Yes Yes No Yes Yes Yes Yes Yes
2 2 709 2 320 Yes Yes Yes Yes No No Yes Yes Yes Yes
3 2 694 2 314 Yes Yes Yes Yes No No Yes Yes Yes Yes
4 2 651 2 294 Yes Yes Yes Yes No No Yes Yes Yes Yes
5 2 577 2 261 No Yes Yes Yes No No No Yes Yes No
6 2 571 2 257 No Yes Yes Yes No No No Yes Yes No
7 2 563 2 254 No Yes Yes Yes No No No Yes Yes No
8 2 512 2 231 No Yes Yes Yes No No No Yes Yes No
9 2 504 2 228 No Yes Yes Yes No No No Yes Yes No
10 2 497 2 224 No Yes Yes Yes No No No No No No
11 2 431 2 195 No No Yes Yes No No No No No No
12 2 402 2 182 No No No Yes No No No No No No
13 2 395 2 178 No No No Yes No No No No No No
14 2 292 2 132 No No No No No No No No No No
15 2 292 2 132 No No No No No No No No No No
16 2 205 2 92 No No No No No No No No No No
17 2 117 2 53 No No No No No No No No No No
18 2 117 2 53 No No No No No No No No No No
19 2 65 2 30 No No No No No No No No No No
20 2 37 2 17 No No No No No No No No No No
21 2 22 2 10 No No No No No No No No No No
22 2 7 2 3 No No No No No No No No No No
23 2 7 2 3 No No No No No No No No No No
24 2 7 2 3 No No No No No No No No No No
Hours
Met 4 10 11 13 0 1 4 9 9 4
Warrant Analysis by Hour
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with
4.1.r
Packet Pg. 1935 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Signal Warrants Report For Intersection 7: Lyon Avenue / De Anza Drive Hour Major Streets Minor Streets
S N E
1 693 381 167
2 672 370 162
3 658 362 159
4 617 339 149
5 547 301 132
6 541 297 130
7 534 293 129
8 485 267 117
9 478 263 115
10 471 259 114
11 409 225 99
12 381 210 92
13 374 206 90
14 277 152 67
15 277 152 67
16 194 107 47
17 111 61 27
18 111 61 27
19 62 34 15
20 35 19 8
21 21 11 5
22 7 4 2
23 7 4 2
24 7 4 2
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches E
Speed > 40mph Yes
Population < 10,000 No
Warrant Factor 70%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume Yes
#2 Four Hour Vehicular Volume Yes
#3 Peak Hour Yes
Warrants Summary
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with
4.1.r
Packet Pg. 1936 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Orientation E
Total Stopped Delay Per Vehicle on Minor Approach (s) 13.8 Number of Lanes on Minor Street Approach 2
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:38 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 167
High Minor Volume Condition Met Yes
Total Entering Volume on All Approaches During Same Hour 1241 Number of Approaches on Intersection 3
Total Volume Condition Met Yes
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 1 1074 2 167 No Yes Yes Yes Yes Yes Yes Yes Yes Yes
2 1 1042 2 162 No Yes Yes Yes Yes Yes Yes Yes Yes Yes
3 1 1020 2 159 No No Yes Yes Yes Yes Yes Yes Yes Yes
4 1 956 2 149 No No Yes Yes Yes Yes Yes Yes Yes No
5 1 848 2 132 No No No Yes Yes Yes Yes Yes Yes No
6 1 838 2 130 No No No Yes Yes Yes Yes Yes Yes No
7 1 827 2 129 No No No Yes Yes Yes Yes Yes Yes No
8 1 752 2 117 No No No Yes Yes Yes Yes Yes Yes No
9 1 741 2 115 No No No Yes No Yes Yes Yes Yes No
10 1 730 2 114 No No No Yes No Yes Yes Yes Yes No
11 1 634 2 99 No No No No No Yes Yes Yes No No
12 1 591 2 92 No No No No No No Yes Yes No No
13 1 580 2 90 No No No No No No Yes Yes No No
14 1 429 2 67 No No No No No No No Yes No No
15 1 429 2 67 No No No No No No No Yes No No
16 1 301 2 47 No No No No No No No No No No
17 1 172 2 27 No No No No No No No No No No
18 1 172 2 27 No No No No No No No No No No
19 1 96 2 15 No No No No No No No No No No
20 1 54 2 8 No No No No No No No No No No
21 1 32 2 5 No No No No No No No No No No
22 1 11 2 2 No No No No No No No No No No
23 1 11 2 2 No No No No No No No No No No
24 1 11 2 2 No No No No No No No No No No
Hours
Met 0 2 4 10 8 11 13 15 10 3
Warrant Analysis by Hour
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with
4.1.r
Packet Pg. 1937 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Signal Warrants Report For Intersection 11: Lyon Avenue / Cottonwood Avenue Hour Major Streets Minor Streets
S N E W
1 369 517 434 638
2 358 501 421 619
3 351 491 412 606
4 328 460 386 568
5 292 408 343 504
6 288 403 339 498
7 284 398 334 491
8 258 362 304 447
9 255 357 299 440
10 251 352 295 434
11 218 305 256 376
12 203 284 239 351
13 199 279 234 345
14 148 207 174 255
15 148 207 174 255
16 103 145 122 179
17 59 83 69 102
18 59 83 69 102
19 33 47 39 57
20 18 26 22 32
21 11 16 13 19
22 4 5 4 6
23 4 5 4 6
24 4 5 4 6
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches E, W
Speed > 40mph Yes
Population < 10,000 No
Warrant Factor 70%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume Yes
#2 Four Hour Vehicular Volume Yes
#3 Peak Hour Yes
Warrants Summary
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with
4.1.r
Packet Pg. 1938 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Orientation E W
Total Stopped Delay Per Vehicle on Minor Approach (s) 302.6 190.2 Number of Lanes on Minor Street Approach 1 2
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 36:29 33:42 Delay Condition Met Yes Yes
Volume on Minor Street Approach During Same Hour 434 638 High Minor Volume Condition Met Yes Yes
Total Entering Volume on All Approaches During Same Hour 1958 1958 Number of Approaches on Intersection 4 4
Total Volume Condition Met Yes Yes
Warrant Met for Approach Yes Yes
Warrant Met for Intersection Yes
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 3 886 2 638 Yes Yes Yes Yes No Yes Yes Yes Yes Yes
2 3 859 2 619 Yes Yes Yes Yes No Yes Yes Yes Yes Yes
3 3 842 2 606 Yes Yes Yes Yes No Yes Yes Yes Yes Yes
4 3 788 2 568 Yes Yes Yes Yes No Yes Yes Yes Yes Yes
5 3 700 2 504 Yes Yes Yes Yes No No Yes Yes Yes Yes
6 3 691 2 498 Yes Yes Yes Yes No No Yes Yes Yes Yes
7 3 682 2 491 Yes Yes Yes Yes No No Yes Yes Yes Yes
8 3 620 2 447 Yes Yes Yes Yes No No No Yes Yes Yes
9 3 612 2 440 Yes Yes Yes Yes No No No Yes Yes Yes
10 3 603 2 434 Yes Yes Yes Yes No No No Yes Yes Yes
11 3 523 2 376 No Yes Yes Yes No No No Yes Yes Yes
12 3 487 2 351 No Yes Yes Yes No No No No Yes No
13 3 478 2 345 No No Yes Yes No No No No Yes No
14 3 355 2 255 No No No Yes No No No No No No
15 3 355 2 255 No No No Yes No No No No No No
16 3 248 2 179 No No No No No No No No No No
17 3 142 2 102 No No No No No No No No No No
18 3 142 2 102 No No No No No No No No No No
19 3 80 2 57 No No No No No No No No No No
20 3 44 2 32 No No No No No No No No No No
21 3 27 2 19 No No No No No No No No No No
22 3 9 2 6 No No No No No No No No No No
23 3 9 2 6 No No No No No No No No No No
24 3 9 2 6 No No No No No No No No No No
Hours
Met 10 12 13 15 0 4 7 11 13 11
Warrant Analysis by Hour
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with
4.1.r
Packet Pg. 1939 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Signal Warrants Report For Intersection 6: Lyon Avenue / Ramona Boulevard Hour Major Streets Minor Streets
S N E W
1 365 396 267 380
2 354 384 259 369
3 347 376 254 361
4 325 352 238 338
5 288 313 211 300
6 285 309 208 296
7 281 305 206 293
8 255 277 187 266
9 252 273 184 262
10 248 269 182 258
11 215 234 158 224
12 201 218 147 209
13 197 214 144 205
14 146 158 107 152
15 146 158 107 152
16 102 111 75 106
17 58 63 43 61
18 58 63 43 61
19 33 36 24 34
20 18 20 13 19
21 11 12 8 11
22 4 4 3 4
23 4 4 3 4
24 4 4 3 4
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches E, W
Speed > 40mph Yes
Population < 10,000 No
Warrant Factor 70%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume Yes
#2 Four Hour Vehicular Volume Yes
#3 Peak Hour Yes
Warrants Summary
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with
4.1.r
Packet Pg. 1940 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Orientation E W
Total Stopped Delay Per Vehicle on Minor Approach (s) 32.7 22.3 Number of Lanes on Minor Street Approach 1 2
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 2:25 2:21 Delay Condition Met No No
Volume on Minor Street Approach During Same Hour 267 380 High Minor Volume Condition Met Yes Yes
Total Entering Volume on All Approaches During Same Hour 1408 1408 Number of Approaches on Intersection 4 4
Total Volume Condition Met Yes Yes
Warrant Met for Approach No No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 2 761 2 380 Yes Yes Yes Yes No Yes Yes Yes Yes Yes
2 2 738 2 369 Yes Yes Yes Yes No Yes Yes Yes Yes Yes
3 2 723 2 361 Yes Yes Yes Yes No Yes Yes Yes Yes Yes
4 2 677 2 338 Yes Yes Yes Yes No No Yes Yes Yes Yes
5 2 601 2 300 Yes Yes Yes Yes No No No Yes Yes No
6 2 594 2 296 No Yes Yes Yes No No No Yes Yes No
7 2 586 2 293 No Yes Yes Yes No No No Yes Yes No
8 2 532 2 266 No Yes Yes Yes No No No Yes Yes No
9 2 525 2 262 No Yes Yes Yes No No No Yes Yes No
10 2 517 2 258 No Yes Yes Yes No No No Yes Yes No
11 2 449 2 224 No No Yes Yes No No No No No No
12 2 419 2 209 No No No Yes No No No No No No
13 2 411 2 205 No No No Yes No No No No No No
14 2 304 2 152 No No No No No No No No No No
15 2 304 2 152 No No No No No No No No No No
16 2 213 2 106 No No No No No No No No No No
17 2 121 2 61 No No No No No No No No No No
18 2 121 2 61 No No No No No No No No No No
19 2 69 2 34 No No No No No No No No No No
20 2 38 2 19 No No No No No No No No No No
21 2 23 2 11 No No No No No No No No No No
22 2 8 2 4 No No No No No No No No No No
23 2 8 2 4 No No No No No No No No No No
24 2 8 2 4 No No No No No No No No No No
Hours
Met 5 10 11 13 0 3 4 10 10 4
Warrant Analysis by Hour
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with
4.1.r
Packet Pg. 1941 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Signal Warrants Report For Intersection 7: Lyon Avenue / De Anza Drive Hour Major Streets Minor Streets
S N E
1 442 502 87
2 429 487 84
3 420 477 83
4 393 447 77
5 349 397 69
6 345 392 68
7 340 387 67
8 309 351 61
9 305 346 60
10 301 341 59
11 261 296 51
12 243 276 48
13 239 271 47
14 177 201 35
15 177 201 35
16 124 141 24
17 71 80 14
18 71 80 14
19 40 45 8
20 22 25 4
21 13 15 3
22 4 5 1
23 4 5 1
24 4 5 1
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches E
Speed > 40mph Yes
Population < 10,000 No
Warrant Factor 70%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume No
#2 Four Hour Vehicular Volume No
#3 Peak Hour No
Warrants Summary
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with
4.1.r
Packet Pg. 1942 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Orientation E
Total Stopped Delay Per Vehicle on Minor Approach (s) 10.3 Number of Lanes on Minor Street Approach 2
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:14 Delay Condition Met No
Volume on Minor Street Approach During Same Hour 87
High Minor Volume Condition Met No
Total Entering Volume on All Approaches During Same Hour 1031 Number of Approaches on Intersection 3
Total Volume Condition Met Yes
Warrant Met for Approach No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 1 944 2 87 No No No No No Yes Yes Yes Yes No
2 1 916 2 84 No No No No No Yes Yes Yes Yes No
3 1 897 2 83 No No No No No Yes Yes Yes Yes No
4 1 840 2 77 No No No No No No Yes Yes No No
5 1 746 2 69 No No No No No No No Yes No No
6 1 737 2 68 No No No No No No No Yes No No
7 1 727 2 67 No No No No No No No Yes No No
8 1 660 2 61 No No No No No No No Yes No No
9 1 651 2 60 No No No No No No No Yes No No
10 1 642 2 59 No No No No No No No Yes No No
11 1 557 2 51 No No No No No No No No No No
12 1 519 2 48 No No No No No No No No No No
13 1 510 2 47 No No No No No No No No No No
14 1 378 2 35 No No No No No No No No No No
15 1 378 2 35 No No No No No No No No No No
16 1 265 2 24 No No No No No No No No No No
17 1 151 2 14 No No No No No No No No No No
18 1 151 2 14 No No No No No No No No No No
19 1 85 2 8 No No No No No No No No No No
20 1 47 2 4 No No No No No No No No No No
21 1 28 2 3 No No No No No No No No No No
22 1 9 2 1 No No No No No No No No No No
23 1 9 2 1 No No No No No No No No No No
24 1 9 2 1 No No No No No No No No No No
Hours
Met 0 0 0 0 0 3 4 10 3 0
Warrant Analysis by Hour
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with
4.1.r
Packet Pg. 1943 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Signal Warrants Report For Intersection 11: Lyon Avenue / Cottonwood Avenue Hour Major Streets Minor Streets
S N E W
1 392 464 348 486
2 380 450 338 471
3 372 441 331 462
4 349 413 310 433
5 310 367 275 384
6 306 362 271 379
7 302 357 268 374
8 274 325 244 340
9 270 320 240 335
10 267 316 237 330
11 231 274 205 287
12 216 255 191 267
13 212 251 188 262
14 157 186 139 194
15 157 186 139 194
16 110 130 97 136
17 63 74 56 78
18 63 74 56 78
19 35 42 31 44
20 20 23 17 24
21 12 14 10 15
22 4 5 3 5
23 4 5 3 5
24 4 5 3 5
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches E, W
Speed > 40mph Yes
Population < 10,000 No
Warrant Factor 70%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume Yes
#2 Four Hour Vehicular Volume Yes
#3 Peak Hour Yes
Warrants Summary
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with
4.1.r
Packet Pg. 1944 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Orientation E W
Total Stopped Delay Per Vehicle on Minor Approach (s) 84.6 97.9 Number of Lanes on Minor Street Approach 1 2
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 8:10 13:13 Delay Condition Met Yes Yes
Volume on Minor Street Approach During Same Hour 348 486 High Minor Volume Condition Met Yes Yes
Total Entering Volume on All Approaches During Same Hour 1690 1690 Number of Approaches on Intersection 4 4
Total Volume Condition Met Yes Yes
Warrant Met for Approach Yes Yes
Warrant Met for Intersection Yes
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 3 856 2 486 Yes Yes Yes Yes No Yes Yes Yes Yes Yes
2 3 830 2 471 Yes Yes Yes Yes No Yes Yes Yes Yes Yes
3 3 813 2 462 Yes Yes Yes Yes No Yes Yes Yes Yes Yes
4 3 762 2 433 Yes Yes Yes Yes No Yes Yes Yes Yes Yes
5 3 677 2 384 Yes Yes Yes Yes No No Yes Yes Yes Yes
6 3 668 2 379 Yes Yes Yes Yes No No Yes Yes Yes Yes
7 3 659 2 374 Yes Yes Yes Yes No No Yes Yes Yes Yes
8 3 599 2 340 No Yes Yes Yes No No No Yes Yes Yes
9 3 590 2 335 No Yes Yes Yes No No No Yes Yes Yes
10 3 583 2 330 No Yes Yes Yes No No No Yes Yes Yes
11 3 505 2 287 No Yes Yes Yes No No No Yes Yes No
12 3 471 2 267 No No Yes Yes No No No No Yes No
13 3 463 2 262 No No Yes Yes No No No No Yes No
14 3 343 2 194 No No No Yes No No No No No No
15 3 343 2 194 No No No Yes No No No No No No
16 3 240 2 136 No No No No No No No No No No
17 3 137 2 78 No No No No No No No No No No
18 3 137 2 78 No No No No No No No No No No
19 3 77 2 44 No No No No No No No No No No
20 3 43 2 24 No No No No No No No No No No
21 3 26 2 15 No No No No No No No No No No
22 3 9 2 5 No No No No No No No No No No
23 3 9 2 5 No No No No No No No No No No
24 3 9 2 5 No No No No No No No No No No
Hours
Met 7 11 13 15 0 4 7 11 13 10
Warrant Analysis by Hour
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with
4.1.r
Packet Pg. 1945 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Signal Warrants Report For Intersection 6: Lyon Avenue / Ramona Boulevard Hour Major Streets Minor Streets
S N E W
1 537 253 237 330
2 521 245 230 320
3 510 240 225 314
4 478 225 211 294
5 424 200 187 261
6 419 197 185 257
7 413 195 182 254
8 376 177 166 231
9 371 175 164 228
10 365 172 161 224
11 317 149 140 195
12 295 139 130 182
13 290 137 128 178
14 215 101 95 132
15 215 101 95 132
16 150 71 66 92
17 86 40 38 53
18 86 40 38 53
19 48 23 21 30
20 27 13 12 17
21 16 8 7 10
22 5 3 2 3
23 5 3 2 3
24 5 3 2 3
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches E, W
Speed > 40mph Yes
Population < 10,000 No
Warrant Factor 70%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume Yes
#2 Four Hour Vehicular Volume Yes
#3 Peak Hour Yes
Warrants Summary
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. 1946 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Orientation E W
Total Stopped Delay Per Vehicle on Minor Approach (s) 21.2 17.7 Number of Lanes on Minor Street Approach 1 2
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 1:23 1:37 Delay Condition Met No No
Volume on Minor Street Approach During Same Hour 237 330 High Minor Volume Condition Met Yes Yes
Total Entering Volume on All Approaches During Same Hour 1357 1357 Number of Approaches on Intersection 4 4
Total Volume Condition Met Yes Yes
Warrant Met for Approach No No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 2 790 2 330 Yes Yes Yes Yes No Yes Yes Yes Yes Yes
2 2 766 2 320 Yes Yes Yes Yes No Yes Yes Yes Yes Yes
3 2 750 2 314 Yes Yes Yes Yes No Yes Yes Yes Yes Yes
4 2 703 2 294 Yes Yes Yes Yes No No Yes Yes Yes Yes
5 2 624 2 261 Yes Yes Yes Yes No No No Yes Yes No
6 2 616 2 257 Yes Yes Yes Yes No No No Yes Yes No
7 2 608 2 254 Yes Yes Yes Yes No No No Yes Yes No
8 2 553 2 231 No Yes Yes Yes No No No Yes Yes No
9 2 546 2 228 No Yes Yes Yes No No No Yes Yes No
10 2 537 2 224 No Yes Yes Yes No No No Yes Yes No
11 2 466 2 195 No No Yes Yes No No No No No No
12 2 434 2 182 No No Yes Yes No No No No No No
13 2 427 2 178 No No Yes Yes No No No No No No
14 2 316 2 132 No No No No No No No No No No
15 2 316 2 132 No No No No No No No No No No
16 2 221 2 92 No No No No No No No No No No
17 2 126 2 53 No No No No No No No No No No
18 2 126 2 53 No No No No No No No No No No
19 2 71 2 30 No No No No No No No No No No
20 2 40 2 17 No No No No No No No No No No
21 2 24 2 10 No No No No No No No No No No
22 2 8 2 3 No No No No No No No No No No
23 2 8 2 3 No No No No No No No No No No
24 2 8 2 3 No No No No No No No No No No
Hours
Met 7 10 13 13 0 3 4 10 10 4
Warrant Analysis by Hour
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. 1947 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Signal Warrants Report For Intersection 7: Lyon Avenue / De Anza Drive Hour Major Streets Minor Streets
S N E W
1 720 408 175 176
2 698 396 170 171
3 684 388 166 167
4 641 363 156 157
5 569 322 138 139
6 562 318 137 137
7 554 314 135 136
8 504 286 122 123
9 497 282 121 121
10 490 277 119 120
11 425 241 103 104
12 396 224 96 97
13 389 220 95 95
14 288 163 70 70
15 288 163 70 70
16 202 114 49 49
17 115 65 28 28
18 115 65 28 28
19 65 37 16 16
20 36 20 9 9
21 22 12 5 5
22 7 4 2 2
23 7 4 2 2
24 7 4 2 2
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches E, W
Speed > 40mph Yes
Population < 10,000 No
Warrant Factor 70%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume Yes
#2 Four Hour Vehicular Volume Yes
#3 Peak Hour Yes
Warrants Summary
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. 1948 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Orientation E W
Total Stopped Delay Per Vehicle on Minor Approach (s) 16.4 14.7 Number of Lanes on Minor Street Approach 2 2
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:47 0:43 Delay Condition Met No No
Volume on Minor Street Approach During Same Hour 175 176 High Minor Volume Condition Met Yes Yes
Total Entering Volume on All Approaches During Same Hour 1479 1479 Number of Approaches on Intersection 4 4
Total Volume Condition Met Yes Yes
Warrant Met for Approach No No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 1 1128 2 176 No Yes Yes Yes Yes Yes Yes Yes Yes Yes
2 1 1094 2 171 No Yes Yes Yes Yes Yes Yes Yes Yes Yes
3 1 1072 2 167 No Yes Yes Yes Yes Yes Yes Yes Yes Yes
4 1 1004 2 157 No No Yes Yes Yes Yes Yes Yes Yes Yes
5 1 891 2 139 No No No Yes Yes Yes Yes Yes Yes No
6 1 880 2 137 No No No Yes Yes Yes Yes Yes Yes No
7 1 868 2 136 No No No Yes Yes Yes Yes Yes Yes No
8 1 790 2 123 No No No Yes Yes Yes Yes Yes Yes No
9 1 779 2 121 No No No Yes Yes Yes Yes Yes Yes No
10 1 767 2 120 No No No Yes Yes Yes Yes Yes Yes No
11 1 666 2 104 No No No No No Yes Yes Yes No No
12 1 620 2 97 No No No No No Yes Yes Yes No No
13 1 609 2 95 No No No No No Yes Yes Yes No No
14 1 451 2 70 No No No No No No No Yes No No
15 1 451 2 70 No No No No No No No Yes No No
16 1 316 2 49 No No No No No No No No No No
17 1 180 2 28 No No No No No No No No No No
18 1 180 2 28 No No No No No No No No No No
19 1 102 2 16 No No No No No No No No No No
20 1 56 2 9 No No No No No No No No No No
21 1 34 2 5 No No No No No No No No No No
22 1 11 2 2 No No No No No No No No No No
23 1 11 2 2 No No No No No No No No No No
24 1 11 2 2 No No No No No No No No No No
Hours
Met 0 3 4 10 10 13 13 15 10 4
Warrant Analysis by Hour
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. 1949 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Signal Warrants Report For Intersection 11: Lyon Avenue / Cottonwood Avenue Hour Major Streets Minor Streets
S N E W
1 392 594 436 640
2 380 576 423 621
3 372 564 414 608
4 349 529 388 570
5 310 469 344 506
6 306 463 340 499
7 302 457 336 493
8 274 416 305 448
9 270 410 301 442
10 267 404 296 435
11 231 350 257 378
12 216 327 240 352
13 212 321 235 346
14 157 238 174 256
15 157 238 174 256
16 110 166 122 179
17 63 95 70 102
18 63 95 70 102
19 35 53 39 58
20 20 30 22 32
21 12 18 13 19
22 4 6 4 6
23 4 6 4 6
24 4 6 4 6
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches E, W
Speed > 40mph Yes
Population < 10,000 No
Warrant Factor 70%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume Yes
#2 Four Hour Vehicular Volume Yes
#3 Peak Hour Yes
Warrants Summary
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. 1950 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Orientation E W
Total Stopped Delay Per Vehicle on Minor Approach (s) 337.9 206.5 Number of Lanes on Minor Street Approach 1 2
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 40:55 36:43 Delay Condition Met Yes Yes
Volume on Minor Street Approach During Same Hour 436 640 High Minor Volume Condition Met Yes Yes
Total Entering Volume on All Approaches During Same Hour 2062 2062 Number of Approaches on Intersection 4 4
Total Volume Condition Met Yes Yes
Warrant Met for Approach Yes Yes
Warrant Met for Intersection Yes
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 3 986 2 640 Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes
2 3 956 2 621 Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes
3 3 936 2 608 Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes
4 3 878 2 570 Yes Yes Yes Yes No Yes Yes Yes Yes Yes
5 3 779 2 506 Yes Yes Yes Yes No Yes Yes Yes Yes Yes
6 3 769 2 499 Yes Yes Yes Yes No Yes Yes Yes Yes Yes
7 3 759 2 493 Yes Yes Yes Yes No Yes Yes Yes Yes Yes
8 3 690 2 448 Yes Yes Yes Yes No No Yes Yes Yes Yes
9 3 680 2 442 Yes Yes Yes Yes No No Yes Yes Yes Yes
10 3 671 2 435 Yes Yes Yes Yes No No Yes Yes Yes Yes
11 3 581 2 378 No Yes Yes Yes No No No Yes Yes Yes
12 3 543 2 352 No Yes Yes Yes No No No Yes Yes Yes
13 3 533 2 346 No Yes Yes Yes No No No Yes Yes No
14 3 395 2 256 No No No Yes No No No No No No
15 3 395 2 256 No No No Yes No No No No No No
16 3 276 2 179 No No No No No No No No No No
17 3 158 2 102 No No No No No No No No No No
18 3 158 2 102 No No No No No No No No No No
19 3 88 2 58 No No No No No No No No No No
20 3 50 2 32 No No No No No No No No No No
21 3 30 2 19 No No No No No No No No No No
22 3 10 2 6 No No No No No No No No No No
23 3 10 2 6 No No No No No No No No No No
24 3 10 2 6 No No No No No No No No No No
Hours
Met 10 13 13 15 3 7 10 13 13 12
Warrant Analysis by Hour
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. 1951 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Signal Warrants Report For Intersection 6: Lyon Avenue / Ramona Boulevard Hour Major Streets Minor Streets
S N E W
1 394 446 267 380
2 382 433 259 369
3 374 424 254 361
4 351 397 238 338
5 311 352 211 300
6 307 348 208 296
7 303 343 206 293
8 276 312 187 266
9 272 308 184 262
10 268 303 182 258
11 232 263 158 224
12 217 245 147 209
13 213 241 144 205
14 158 178 107 152
15 158 178 107 152
16 110 125 75 106
17 63 71 43 61
18 63 71 43 61
19 35 40 24 34
20 20 22 13 19
21 12 13 8 11
22 4 4 3 4
23 4 4 3 4
24 4 4 3 4
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches E, W
Speed > 40mph Yes
Population < 10,000 No
Warrant Factor 70%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume Yes
#2 Four Hour Vehicular Volume Yes
#3 Peak Hour Yes
Warrants Summary
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. 1952 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Orientation E W
Total Stopped Delay Per Vehicle on Minor Approach (s) 34.1 23 Number of Lanes on Minor Street Approach 1 2
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 2:31 2:25 Delay Condition Met No No
Volume on Minor Street Approach During Same Hour 267 380 High Minor Volume Condition Met Yes Yes
Total Entering Volume on All Approaches During Same Hour 1487 1487 Number of Approaches on Intersection 4 4
Total Volume Condition Met Yes Yes
Warrant Met for Approach No No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 2 840 2 380 Yes Yes Yes Yes No Yes Yes Yes Yes Yes
2 2 815 2 369 Yes Yes Yes Yes No Yes Yes Yes Yes Yes
3 2 798 2 361 Yes Yes Yes Yes No Yes Yes Yes Yes Yes
4 2 748 2 338 Yes Yes Yes Yes No Yes Yes Yes Yes Yes
5 2 663 2 300 Yes Yes Yes Yes No No Yes Yes Yes Yes
6 2 655 2 296 Yes Yes Yes Yes No No Yes Yes Yes Yes
7 2 646 2 293 Yes Yes Yes Yes No No Yes Yes Yes Yes
8 2 588 2 266 No Yes Yes Yes No No No Yes Yes No
9 2 580 2 262 No Yes Yes Yes No No No Yes Yes No
10 2 571 2 258 No Yes Yes Yes No No No Yes Yes No
11 2 495 2 224 No Yes Yes Yes No No No No No No
12 2 462 2 209 No No Yes Yes No No No No No No
13 2 454 2 205 No No Yes Yes No No No No No No
14 2 336 2 152 No No No Yes No No No No No No
15 2 336 2 152 No No No Yes No No No No No No
16 2 235 2 106 No No No No No No No No No No
17 2 134 2 61 No No No No No No No No No No
18 2 134 2 61 No No No No No No No No No No
19 2 75 2 34 No No No No No No No No No No
20 2 42 2 19 No No No No No No No No No No
21 2 25 2 11 No No No No No No No No No No
22 2 8 2 4 No No No No No No No No No No
23 2 8 2 4 No No No No No No No No No No
24 2 8 2 4 No No No No No No No No No No
Hours
Met 7 11 13 15 0 4 7 10 10 7
Warrant Analysis by Hour
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. 1953 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Signal Warrants Report For Intersection 7: Lyon Avenue / De Anza Drive Hour Major Streets Minor Streets
S N E W
1 530 590 112 117
2 514 572 109 113
3 504 561 106 111
4 472 525 100 104
5 419 466 88 92
6 413 460 87 91
7 408 454 86 90
8 371 413 78 82
9 366 407 77 81
10 360 401 76 80
11 313 348 66 69
12 292 325 62 64
13 286 319 60 63
14 212 236 45 47
15 212 236 45 47
16 148 165 31 33
17 85 94 18 19
18 85 94 18 19
19 48 53 10 11
20 27 30 6 6
21 16 18 3 4
22 5 6 1 1
23 5 6 1 1
24 5 6 1 1
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches E, W
Speed > 40mph Yes
Population < 10,000 No
Warrant Factor 70%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume Yes
#2 Four Hour Vehicular Volume Yes
#3 Peak Hour No
Warrants Summary
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. 1954 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Orientation E W
Total Stopped Delay Per Vehicle on Minor Approach (s) 12 11.9 Number of Lanes on Minor Street Approach 2 2
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 0:22 0:23 Delay Condition Met No No
Volume on Minor Street Approach During Same Hour 112 117 High Minor Volume Condition Met No No
Total Entering Volume on All Approaches During Same Hour 1349 1349 Number of Approaches on Intersection 4 4
Total Volume Condition Met Yes Yes
Warrant Met for Approach No No
Warrant Met for Intersection No
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 1 1120 2 117 No No No Yes Yes Yes Yes Yes Yes No
2 1 1086 2 113 No No No Yes Yes Yes Yes Yes Yes No
3 1 1065 2 111 No No No No Yes Yes Yes Yes Yes No
4 1 997 2 104 No No No No Yes Yes Yes Yes Yes No
5 1 885 2 92 No No No No No Yes Yes Yes Yes No
6 1 873 2 91 No No No No No Yes Yes Yes Yes No
7 1 862 2 90 No No No No No Yes Yes Yes Yes No
8 1 784 2 82 No No No No No Yes Yes Yes No No
9 1 773 2 81 No No No No No Yes Yes Yes No No
10 1 761 2 80 No No No No No Yes Yes Yes No No
11 1 661 2 69 No No No No No No No Yes No No
12 1 617 2 64 No No No No No No No Yes No No
13 1 605 2 63 No No No No No No No Yes No No
14 1 448 2 47 No No No No No No No No No No
15 1 448 2 47 No No No No No No No No No No
16 1 313 2 33 No No No No No No No No No No
17 1 179 2 19 No No No No No No No No No No
18 1 179 2 19 No No No No No No No No No No
19 1 101 2 11 No No No No No No No No No No
20 1 57 2 6 No No No No No No No No No No
21 1 34 2 4 No No No No No No No No No No
22 1 11 2 1 No No No No No No No No No No
23 1 11 2 1 No No No No No No No No No No
24 1 11 2 1 No No No No No No No No No No
Hours
Met 0 0 0 2 4 10 10 13 7 0
Warrant Analysis by Hour
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. 1955 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Signal Warrants Report For Intersection 11: Lyon Avenue / Cottonwood Avenue Hour Major Streets Minor Streets
S N E W
1 467 515 353 494
2 453 500 342 479
3 444 489 335 469
4 416 458 314 440
5 369 407 279 390
6 364 402 275 385
7 360 397 272 380
8 327 361 247 346
9 322 355 244 341
10 318 350 240 336
11 276 304 208 291
12 257 283 194 272
13 252 278 191 267
14 187 206 141 198
15 187 206 141 198
16 131 144 99 138
17 75 82 56 79
18 75 82 56 79
19 42 46 32 44
20 23 26 18 25
21 14 15 11 15
22 5 5 4 5
23 5 5 4 5
24 5 5 4 5
Warrant Analysis Traffic Volumes
Major Approaches S, N
Minor Approaches E, W
Speed > 40mph Yes
Population < 10,000 No
Warrant Factor 70%
Intersection Warrants Parameters
Warrant Name Met?
#1 Eight Hour Vehicular Volume Yes
#2 Four Hour Vehicular Volume Yes
#3 Peak Hour Yes
Warrants Summary
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. 1956 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Orientation E W
Total Stopped Delay Per Vehicle on Minor Approach (s) 99.8 105.5 Number of Lanes on Minor Street Approach 1 2
VehicleHours of Stopped Delay on Minor Approach ([h]h:mm) 9:47 14:28 Delay Condition Met Yes Yes
Volume on Minor Street Approach During Same Hour 353 494 High Minor Volume Condition Met Yes Yes
Total Entering Volume on All Approaches During Same Hour 1829 1829 Number of Approaches on Intersection 4 4
Total Volume Condition Met Yes Yes
Warrant Met for Approach Yes Yes
Warrant Met for Intersection Yes
Warrant 3 Condition A
Hour Major Streets Minor Street Warrant 1 Condition A Warrant 1 Condition B Warrant 2 Warrant 3 Number Volume Number Volume 100% 80% 70% 56% 100% 80% 70% 56% Condition B
1 3 982 2 494 Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes
2 3 953 2 479 Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes
3 3 933 2 469 Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes
4 3 874 2 440 Yes Yes Yes Yes No Yes Yes Yes Yes Yes
5 3 776 2 390 Yes Yes Yes Yes No Yes Yes Yes Yes Yes
6 3 766 2 385 Yes Yes Yes Yes No Yes Yes Yes Yes Yes
7 3 757 2 380 Yes Yes Yes Yes No Yes Yes Yes Yes Yes
8 3 688 2 346 Yes Yes Yes Yes No No Yes Yes Yes Yes
9 3 677 2 341 Yes Yes Yes Yes No No Yes Yes Yes Yes
10 3 668 2 336 Yes Yes Yes Yes No No Yes Yes Yes Yes
11 3 580 2 291 No Yes Yes Yes No No No Yes Yes No
12 3 540 2 272 No Yes Yes Yes No No No Yes Yes No
13 3 530 2 267 No Yes Yes Yes No No No Yes Yes No
14 3 393 2 198 No No No Yes No No No No No No
15 3 393 2 198 No No No Yes No No No No No No
16 3 275 2 138 No No No No No No No No No No
17 3 157 2 79 No No No No No No No No No No
18 3 157 2 79 No No No No No No No No No No
19 3 88 2 44 No No No No No No No No No No
20 3 49 2 25 No No No No No No No No No No
21 3 29 2 15 No No No No No No No No No No
22 3 10 2 5 No No No No No No No No No No
23 3 10 2 5 No No No No No No No No No No
24 3 10 2 5 No No No No No No No No No No
Hours
Met 10 13 13 15 3 7 10 13 13 10
Warrant Analysis by Hour
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. 1957 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Appendix H
VMT Screening Analysis Worksheets
4.1.r
Packet Pg. 1958 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))
4.1.r
Packet Pg. 1959 Attachment: Appendix I - Traffic Impact Study (McLeish
4.1.r
Packet Pg. 1960 Attachment: Appendix I - Traffic Impact Study (McLeish
4.1.r
Packet Pg. 1961 Attachment: Appendix I - Traffic Impact Study (McLeish
4.1.r
Packet Pg. 1962 Attachment: Appendix I - Traffic Impact Study (McLeish
4.1.r
Packet Pg. 1963 Attachment: Appendix I - Traffic Impact Study (McLeish
4.1.r
Packet Pg. 1964 Attachment: Appendix I - Traffic Impact Study (McLeish