1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor 18501111270282208970218751022171Total Hourly Volume [veh/h] 6200430069002500Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
720728708789-1627373-16188Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
17503983019518826145278183Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.24001.00001.00001.24001.0000Growth Factor
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 0000000892008890Base Volume Input [veh/h]
Name
Volumes
EPD Solutions, Inc.13
Scenario 28: 28 GP PM + Proj
Version 2022 (SP 0-10)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoMinimum Recall
1.01.00.00.01.00.00.01.01.00.01.01.0l2, Clearance Lost Time [s]
2.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 0250025001400140Pedestrian Clearance [s]
050050050050Walk [s]
3.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 1331003100221304536Split [s]
1.01.00.00.01.00.00.01.01.00.01.01.0All red [s]
2.02.00.00.02.00.00.02.02.00.02.02.0Amber [s]
3030003000303003030Maximum Green [s]
770070077077Minimum Green [s]
--------Lead--LeadLead / Lag
4,5Auxiliary Signal Groups
540080025061Signal Group
OverlapSplitSplitSplitSplitSplitPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
120Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
EPD Solutions, Inc.14
Scenario 28: 28 GP PM + Proj
Version 2022 (SP 0-10)
Generated with
139.11141.66266.56232.59169.29387.30148.1051.74388.39230.5095th-Percentile Queue Length [ft/ln]
5.565.6710.669.306.7715.495.922.0715.549.2295th-Percentile Queue Length [veh/ln]
77.2878.70162.14136.7194.05256.0882.2828.75256.95135.1650th-Percentile Queue Length [ft/ln]
3.093.156.495.473.7610.243.291.1510.285.4150th-Percentile Queue Length [veh/ln] YesNoYesNoNoYesNoNoNoYesCritical Lane Group
BDDDCCEBCELane Group LOS
18.8948.8347.2849.0222.2126.8657.5817.5624.5160.78d, Delay for Lane Group [s/veh]
0.240.450.670.640.290.600.750.100.590.84X, volume / capacity Lane Group Results
1.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.171.262.372.371.051.673.800.261.528.66d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.500.500.110.500.500.11k, delay calibration
18.7247.5744.9046.6521.1625.1953.7817.3022.9952.12d1, Uniform Delay [s] 75824833228971016122927581721205c, Capacity [veh/h]
1599181014191218159336183514159536181810s, saturation flow rate [veh/h]
0.120.060.160.150.130.270.060.050.280.09(v / s)_i Volume / Saturation Flow Rate
0.470.140.200.200.450.450.080.480.480.11g / C, Green / Cycle 57162525545410575713g_i, Effective Green Time [s]
0.001.001.001.001.001.001.001.001.001.00l2, Clearance Lost Time [s]
0.000.002.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
3.003.003.003.003.003.003.003.003.003.00L, Total Lost Time per Cycle [s] 120120120120120120120120120120C, Cycle Length [s]
RCCLRCLRCLLane Group
Lane Group Calculations
EPD Solutions, Inc.15
Scenario 28: 28 GP PM + Proj
Version 2022 (SP 0-10)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 60.78 24.51 17.56 57.58 26.86 22.21 48.47 47.28 47.28 48.83 48.83 18.89 Movement LOS E C B E C C D D D D D B
d_A, Approach Delay [s/veh] 28.99 30.97 48.07 30.12
Approach LOS C C D C
d_I, Intersection Delay [s/veh] 32.22
Intersection LOS C
Intersection V/C 0.625
Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 9.0 9.0
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] 51.34 51.34 51.34 51.34
I_p,int, Pedestrian LOS Score for Intersection 3.124 3.766 2.427 2.399 Crosswalk LOS C D B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 700 317 467 467 d_b, Bicycle Delay [s] 25.35 42.50 35.27 35.27
I_b,int, Bicycle LOS Score for Intersection 2.626 2.768 2.305 2.150 Bicycle LOS B C B B
----------------Ring 4
----------------Ring 3
--------------65Ring 2
------------8421Ring 1
Sequence
EPD Solutions, Inc.16
Scenario 28: 28 GP PM + Proj
Version 2022 (SP 0-10)
Generated with
0.032Volume to Capacity (v/c):
BLevel Of Service:
14.0Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 4: Pepper Ave/Auto Driveway
Intersection Level Of Service Report
YesYesYesCrosswalk
0.000.000.00Grade [%]
30.0045.0045.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Pepper AveName
Intersection Setup
1000Pedestrian Volume [ped/h]
1301356031280Total Analysis Volume [veh/h]
3033901320Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
1301356031280Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
13014803178Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.24001.00001.00001.2400Growth Factor
0.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 0097400889Base Volume Input [veh/h]
Pepper AveName
Volumes
EPD Solutions, Inc.17
Scenario 28: 28 GP PM + Proj
Version 2022 (SP 0-10)
Generated with
BIntersection LOS
0.07d_I, Intersection Delay [s/veh]
BAAApproach LOS
14.030.000.00d_A, Approach Delay [s/veh]
2.440.000.000.000.000.0095th-Percentile Queue Length [ft/ln]
0.100.000.000.000.000.0095th-Percentile Queue Length [veh/ln] BAAAMovement LOS
14.030.000.000.000.000.00d_M, Delay for Movement [s/veh]
0.030.000.010.000.000.01V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
StopFreeFreePriority Scheme
Intersection Settings
EPD Solutions, Inc.18
Scenario 28: 28 GP PM + Proj
Version 2022 (SP 0-10)
Generated with
0.157Volume to Capacity (v/c):
BLevel Of Service:
14.8Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
Two-way stopControl Type:
Intersection 5: Pepper Ave/Truck Driveway
Intersection Level Of Service Report
YesNoNoCrosswalk
0.000.000.00Grade [%]
25.0045.0045.00Speed [mph]
0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000100No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
S Project DrivewayPepper AvePepper AveName
Intersection Setup
1000Pedestrian Volume [ped/h]
68013302601215Total Analysis Volume [veh/h]
17033370304Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.0000Peak Hour Factor
68013302601215Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
680122260113Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]
1.00001.00001.24001.00001.00001.2400Growth Factor
0.002.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 0097400889Base Volume Input [veh/h]
S Project DrivewayPepper AvePepper AveName
Volumes
EPD Solutions, Inc.19
Scenario 28: 28 GP PM + Proj
Version 2022 (SP 0-10)
Generated with
BIntersection LOS
0.50d_I, Intersection Delay [s/veh]
BAAApproach LOS
14.850.220.00d_A, Approach Delay [s/veh]
13.800.000.003.570.000.0095th-Percentile Queue Length [ft/ln]
0.550.000.000.140.000.0095th-Percentile Queue Length [veh/ln] BABAAMovement LOS
14.850.000.0011.610.000.00d_M, Delay for Movement [s/veh]
0.160.000.010.050.000.01V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
200Number of Storage Spaces in Median
YesTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
StopFreeFreePriority Scheme
Intersection Settings
EPD Solutions, Inc.20
Scenario 28: 28 GP PM + Proj
Version 2022 (SP 0-10)
Generated with
0.372Volume to Capacity (v/c):
ALevel Of Service:
5.0Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 6: Pepper Ave/Winchester Dr-Terrace Rd
Intersection Level Of Service Report
YesYesYesYesCrosswalk
YesYesYesYesCurb Present
0.000.000.000.00Grade [%]
25.0025.0045.0045.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000001001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Terrace RdWinchester DrPepper AvePepper AveName
Intersection Setup
EPD Solutions, Inc.21
Scenario 28: 28 GP PM + Proj
Version 2022 (SP 0-10)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
5555v_ci, Inbound Pedestrian Volume crossing mi
5555v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
414726576109871112422Total Analysis Volume [veh/h]
101211619275202816Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor 414726576109871112422Total Hourly Volume [veh/h]
1003002500100Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
00000710112001070Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.24001.00001.00001.24001.0000Growth Factor
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 51410258917957282022Base Volume Input [veh/h]
Terrace RdWinchester DrPepper AvePepper AveName
Volumes
EPD Solutions, Inc.22
Scenario 28: 28 GP PM + Proj
Version 2022 (SP 0-10)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoMinimum Recall
0.01.00.00.01.00.00.01.01.00.01.01.0l2, Clearance Lost Time [s]
0.02.00.00.02.00.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 01700170070070Pedestrian Clearance [s]
050050050050Walk [s]
0.03.00.00.03.00.00.03.03.00.03.03.0Vehicle Extension [s] 025002500251002510Split [s]
0.01.00.00.01.00.00.01.01.00.01.01.0All red [s]
0.02.00.00.02.00.00.02.02.00.02.02.0Amber [s]
030003000303003030Maximum Green [s]
070070077077Minimum Green [s]
--------Lag--LeadLead / Lag
Auxiliary Signal Groups
040080025061Signal Group
PermissPermissPermissPermissPermissPermissPermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
60Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
EPD Solutions, Inc.23
Scenario 28: 28 GP PM + Proj
Version 2022 (SP 0-10)
Generated with
5.3345.8552.3753.065.9634.4434.4514.9495th-Percentile Queue Length [ft/ln]
0.211.832.092.120.241.381.380.6095th-Percentile Queue Length [veh/ln]
2.9625.4729.1029.483.3119.1419.148.3050th-Percentile Queue Length [ft/ln]
0.121.021.161.180.130.770.770.3350th-Percentile Queue Length [veh/ln] NoYesYesNoNoNoNoYesCritical Lane Group
CCAADAACLane Group LOS
25.3226.864.214.1835.403.453.4531.12d, Delay for Lane Group [s/veh]
0.040.300.430.430.280.390.390.33X, volume / capacity
Lane Group Results
1.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
0.070.671.000.976.100.820.822.92d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.500.500.110.500.500.11k, delay calibration
25.2526.203.213.2129.302.632.6328.20d1, Uniform Delay [s] 23624813521384251427142866c, Capacity [veh/h]
17621592185519001810189919001810s, saturation flow rate [veh/h]
0.010.050.310.310.000.300.300.01(v / s)_i Volume / Saturation Flow Rate
0.080.080.730.730.010.750.750.04g / C, Green / Cycle
554444145452g_i, Effective Green Time [s]
1.001.001.001.001.001.001.001.00l2, Clearance Lost Time [s]
2.002.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
3.003.003.003.003.003.003.003.00L, Total Lost Time per Cycle [s] 6060606060606060C, Cycle Length [s]
CCCCLCCLLane Group
Lane Group Calculations
EPD Solutions, Inc.24
Scenario 28: 28 GP PM + Proj
Version 2022 (SP 0-10)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 31.12 3.45 3.45 35.40 4.20 4.21 26.86 26.86 26.86 25.32 25.32 25.32 Movement LOS C A A D A A C C C C C C
d_A, Approach Delay [s/veh] 3.98 4.38 26.86 25.32
Approach LOS A A C C
d_I, Intersection Delay [s/veh] 4.96
Intersection LOS A
Intersection V/C 0.372
Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 9.0 9.0
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] 21.68 21.68 21.68 21.68
I_p,int, Pedestrian LOS Score for Intersection 2.949 3.111 1.781 1.705 Crosswalk LOS C C A A
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 733 733 733 733 d_b, Bicycle Delay [s] 12.03 12.03 12.03 12.03
I_b,int, Bicycle LOS Score for Intersection 2.507 2.555 1.687 1.576 Bicycle LOS B B A A
----------------Ring 4
----------------Ring 3
------------8-65Ring 2
------------4-21Ring 1
Sequence
EPD Solutions, Inc.25
Scenario 28: 28 GP PM + Proj
Version 2022 (SP 0-10)
Generated with
0.560Volume to Capacity (v/c):
CLevel Of Service:
32.2Delay (sec / veh):
15 minutesAnalysis Period:
HCM 6th EditionAnalysis Method:
SignalizedControl Type:
Intersection 7: Pepper Ave/Baseline Rd
Intersection Level Of Service Report
YesYesYesYesCrosswalk
YesYesYesYesCurb Present
0.000.000.000.00Grade [%]
40.0040.0045.0045.00Speed [mph]
0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket
100.00100.0085.00100.00100.00100.00100.00100.00100.00100.00100.0040.00Entry Pocket Length [ft] 001001001001No. of Lanes in Entry Pocket
12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Baseline RdBaseline RdPepper AvePepper AveName
Intersection Setup
EPD Solutions, Inc.26
Scenario 28: 28 GP PM + Proj
Version 2022 (SP 0-10)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
5555v_ci, Inbound Pedestrian Volume crossing mi
5555v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
143458929751520413075519392774134Total Analysis Volume [veh/h] 3611523241295133189482319434Total 15-Minute Volume [veh/h]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor 143458929751520413075519392774134Total Hourly Volume [veh/h] 4800320043003100Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
300000302951320470Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]
1.24001.24001.24001.24001.24001.24001.24001.24001.24001.24001.24001.2400Growth Factor
0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]
1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1303697410441514011656813099586108Base Volume Input [veh/h] Baseline RdBaseline RdPepper AvePepper AveName
Volumes
EPD Solutions, Inc.27
Scenario 28: 28 GP PM + Proj
Version 2022 (SP 0-10)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]
0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoMinimum Recall
0.01.01.00.01.01.00.01.01.00.01.01.0l2, Clearance Lost Time [s]
0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 0170017001700170Pedestrian Clearance [s]
050050050050Walk [s]
0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s] 04418050240361803416Split [s]
0.01.01.00.01.01.00.01.01.00.01.01.0All red [s]
0.02.02.00.02.02.00.02.02.00.02.02.0Amber [s]
03030030300303003030Maximum Green [s]
077077077077Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
Auxiliary Signal Groups
047083025061Signal Group
PermissPermissProtectePermissPermissProtectePermissPermissProtPerPermissPermissProtPerControl Type Phasing & Timing
0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference
0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
120Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
EPD Solutions, Inc.28
Scenario 28: 28 GP PM + Proj
Version 2022 (SP 0-10)
Generated with
343.76363.54137.56312.31326.08268.43296.27307.92108.30295.52304.0166.7595th-Percentile Queue Length [ft/ln]
13.7514.545.5012.4913.0410.7411.8512.324.3311.8212.162.6795th-Percentile Queue Length [veh/ln] 221.67237.2476.42197.17207.85163.56184.80193.7760.17184.22190.7637.0950th-Percentile Queue Length [ft/ln]
8.879.493.067.898.316.547.397.752.417.377.631.4850th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesNoNoYesYesNoNoCritical Lane Group
DDEDDEBBBBBBLane Group LOS
54.5053.6366.3241.6541.5461.0719.5019.4015.1619.9519.8812.75d, Delay for Lane Group [s/veh]
0.870.870.790.650.650.870.460.460.410.450.450.30X, volume / capacity Lane Group Results
1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor
1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio
0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]
7.246.4311.011.591.509.781.601.512.661.561.500.82d2, Incremental Delay [s]
1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor
0.110.110.110.110.110.110.500.500.500.500.500.25k, delay calibration
47.2647.2055.3140.0640.0451.2917.9117.8912.5018.3818.3811.93d1, Uniform Delay [s] 331359117456482234943995469941979454c, Capacity [veh/h] 1747190018101797190018101801190079218271900766s, saturation flow rate [veh/h]
0.170.160.050.170.170.110.240.240.240.230.230.17(v / s)_i Volume / Saturation Flow Rate
0.190.190.060.250.250.130.520.520.610.520.520.61g / C, Green / Cycle 23238303015636373626273g_i, Effective Green Time [s]
1.001.001.001.001.001.001.001.000.001.001.000.00l2, Clearance Lost Time [s]
0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]
3.003.003.003.003.003.003.003.003.003.003.003.00L, Total Lost Time per Cycle [s] 120120120120120120120120120120120120C, Cycle Length [s] CCLCCLCCLCCLLane Group
Lane Group Calculations
EPD Solutions, Inc.29
Scenario 28: 28 GP PM + Proj
Version 2022 (SP 0-10)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 12.75 19.91 19.95 15.16 19.44 19.50 61.07 41.58 41.65 66.32 53.90 54.50 Movement LOS B B B B B B E D D E D D
d_A, Approach Delay [s/veh] 18.95 18.68 46.46 55.67
Approach LOS B B D E
d_I, Intersection Delay [s/veh] 32.22
Intersection LOS C
Intersection V/C 0.560
Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 9.0 9.0
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] 51.34 51.34 51.34 51.34
I_p,int, Pedestrian LOS Score for Intersection 2.946 3.046 2.883 2.938 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] 517 550 783 683 d_b, Bicycle Delay [s] 33.00 31.54 22.20 26.00
I_b,int, Bicycle LOS Score for Intersection 2.410 2.484 2.259 2.171 Bicycle LOS B B B B
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
EPD Solutions, Inc.30
Scenario 28: 28 GP PM + Proj
Version 2022 (SP 0-10)
Generated with
Option 1: Copy of Pepper Ave/I-210 WB
NoYesYesNoNoNoYesCritical Lane Group
BDDDDDDLane Group LOS
17.1042.1542.3036.8241.5841.0841.15d, Delay for Lane Group [s/veh]
0.120.940.740.650.730.730.73X, volume / capacity
655724419478429453449c, Capacity [veh/h]
1637181016631900172918221810s, saturation flow rate [veh/h] 3333Arrival type
1900190019001900190019001900so, Base Saturation Flow per Lane [pc/h/ln]
0.050.380.190.160.180.180.18(v / s)_i Volume / Saturation Flow Rate
0.400.400.250.250.250.250.25g / C, Green / Cycle
Lane Group Calculations
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
NoNoNoPedestrian Recall
NoNoNoMaximum Recall
NoNoNoMinimum Recall
0.02.00.00.00.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 01000000700100Pedestrian Clearance [s]
050000050050Walk [s]
045000002500200Split [s]
0.01.00.00.00.00.00.01.00.00.01.00.0All red [s]
0.02.00.00.00.00.00.02.00.00.02.00.0Amber [s]
030000003000300Maximum Green [s]
070000070070Minimum Green [s]
------------Lead / Lag
Auxiliary Signal Groups
040000020060Signal Group
SplitSplitSplitPermissPermissPermissSplitSplitSplitSplitSplitSplitControl Type
0.00Lost time [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
Intersection Settings
717680340023338900363611Total Analysis Volume [veh/h]
79641400023524900269425Base Volume Input [veh/h]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
I-210 WBPepper AvePepper AveName
HCM 6th EditionAnalysis Method
SignalizedControl Type
Pepper Ave/I-210 WBIntersection
1Number
EPD Solutions, Inc.1
Scenario 23: 23 Future AM + Proj
Version 2022 (SP 0-10)
Generated with
0.745Intersection V/C
DIntersection LOS
40.27d_I, Intersection Delay [s/veh]
DADDApproach LOS
39.570.0039.5641.27d_A, Approach Delay [s/veh]
NoNoNoYesNoNoNoCritical Movement
BBDDDDDMovement LOS
17.1017.1042.150.000.000.0042.3037.920.000.0041.5241.12d_M, Delay for Movement [s/veh] Movement, Approach, & Intersection Results
43.67562.93287.25267.96286.42296.85295.4395th-Percentile Queue Length [ft/ln]
1.7522.5211.4910.7211.4611.8711.8295th-Percentile Queue Length [veh/ln]
24.26399.11177.89163.20177.25185.25184.1550th-Percentile Queue Length [ft/ln]
0.9715.967.126.537.097.417.3750th-Percentile Queue Length [veh/ln] NoYesYesNoNoNoYesCritical Lane Group
EPD Solutions, Inc.2
Scenario 23: 23 Future AM + Proj
Version 2022 (SP 0-10)
Generated with
Option 1: Copy of Pepper Ave/I-210 WB
NoYesYesNoNoNoYesCritical Lane Group
BDDDDDDLane Group LOS
17.4339.8640.1435.6941.2140.7140.78d, Delay for Lane Group [s/veh]
0.120.930.700.610.740.740.74X, volume / capacity
646714417476441465461c, Capacity [veh/h]
1636181016641900172918231810s, saturation flow rate [veh/h] 3333Arrival type
1900190019001900190019001900so, Base Saturation Flow per Lane [pc/h/ln]
0.050.370.180.150.190.190.19(v / s)_i Volume / Saturation Flow Rate
0.390.390.250.250.250.250.25g / C, Green / Cycle
Lane Group Calculations
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
NoNoNoPedestrian Recall
NoNoNoMaximum Recall
NoNoNoMinimum Recall
0.02.00.00.00.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]
0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 01000000700100Pedestrian Clearance [s]
050000050050Walk [s]
048000001500270Split [s]
0.01.00.00.00.00.00.01.00.00.01.00.0All red [s]
0.02.00.00.00.00.00.02.00.00.02.00.0Amber [s]
030000003000300Maximum Green [s]
070000070070Minimum Green [s]
------------Lead / Lag
Auxiliary Signal Groups
040000020060Signal Group
SplitSplitSplitPermissPermissPermissSplitSplitSplitSplitSplitSplitControl Type
0.00Lost time [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
90Cycle Length [s]
Intersection Settings
737667340021836700378627Total Analysis Volume [veh/h]
79641400023524900269425Base Volume Input [veh/h]
RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
I-210 WBPepper AvePepper AveName
HCM 6th EditionAnalysis Method
SignalizedControl Type
Pepper Ave/I-210 WBIntersection
1Number
EPD Solutions, Inc.1
Scenario 27: 27 GP AM + Proj
Version 2022 (SP 0-10)
Generated with
0.732Intersection V/C
DIntersection LOS
39.05d_I, Intersection Delay [s/veh]
DADDApproach LOS
37.460.0037.9240.89d_A, Approach Delay [s/veh]
NoNoNoNoNoYesNoCritical Movement
BBDDDDDMovement LOS
17.4317.4339.860.000.000.0040.1436.600.000.0041.1440.75d_M, Delay for Movement [s/veh] Movement, Approach, & Intersection Results
45.34539.52266.12250.62293.20304.04302.4895th-Percentile Queue Length [ft/ln]
1.8121.5810.6410.0211.7312.1612.1095th-Percentile Queue Length [veh/ln]
25.19379.73161.81150.14182.44190.78189.5750th-Percentile Queue Length [ft/ln]
1.0115.196.476.017.307.637.5850th-Percentile Queue Length [veh/ln] NoYesYesNoNoNoYesCritical Lane Group
EPD Solutions, Inc.2
Scenario 27: 27 GP AM + Proj
Version 2022 (SP 0-10)
Generated with
Pepper Avenue Industrial Project
Traffic Impact Analysis
4 APPENDIX D – FULL-SIZED SITE PLAN
WB-67WB-67WB-67 WB-67WB-67WB-67WB-67WB-67
(SECURED SERVICE YARD)
184 TRAILER PARKING PROVIDED( 12'X53) TRAILER PARKING
TRAILER PARKING
TRAILER PARKINGPOTENTIAL AUTO PARKING
14' HT. CONC. SCREEN WALL
GUARD SHACK
OFFICEOFFICE &MEZZANINE POTENTIAL
Pepper Avenue
LUNCH AREAAMENITY
FUTURE LIFT STATION
(NOT A PART)
(NOT A PART)
(NOT A PART)
B.R.
14' HT. CONC. SCREEN WALL
14' HT. CONC. SCREEN WALL
8' HT. TUBE STEEL FENCE ON RETAINING WALL
RETAINING WALL
SITE DATA TABLEBUILDINGLAND AREA ACLAND AREA SFFAR %BLDG FOOT PRINTBLDG MEZZ.TOTAL BLDG SFOFFICE SFWAREHOUSE SFOFFICE PRKG.WAREHOUSE PRKG. 0-10KPRKG REQ.PRKG PROV.1 23.82 AC1,037,586.9445.3 %465,0005,000470,00010,000460,00040 10 275316(0.67/1000)WAREHOUSE PRKG. 10K+225(1/250)(1/1000)(1/2000) 1 1
11 1
1 3
3 3
3 3 3
3 4
4 4
45 5 5
6 6
7 7
7 8
2288
(62 DOCK POSITIONS 1/7,580sf)G.D. G.D.
470,000 SFFOOT PRINT= 465,000 SF + MEZZ.= 5,000SFPARKING PROVIDED = 316 = .67/100040'-0" CLEAR HEIGHT N025'75'125' 14' HT. CONC. SCREEN WALL
14' HT. CONC. SCREEN WALL ON RETAINING WALL
POTENTIAL TRAILERBACKUP AREA14' HT. CONC.SCREEN WALL
14' HT. CONC.SCREEN WALL
FIRE TRUCK TURNRADIUS 28' INSIDE,52' OUTSIDE
ADA ACCESSIBLE PARKINGAS PER STATE STANDARDSGRADE DOOR (12' X 14') & (12'X12')OFFICE 12' X 18' WITH 2' O.H.(VAN)9' X 18' WITH 2' O.H.A.D.A. (HANDICAP) STALLS -9' X 20' WITH 2' O.H.STANDARD PARKING STALL -PARKING STALL SIZES:
G.D.GRAPHIC LEGEND
SHEET DESCRIPTION:A1CONCEPTUAL SITE PLANA2CONCEPTUAL FLOOR PLANA3COMPREHENSIVE TRUCK TURNING PROJECT TEAM:
LAND ZONING & LAND USE:
LEGAL DESCRIPTIONA4CONCEPTUAL ELEVATIONS
A.D.A. PEDESTRIAN PATH
PARKING REQUIREMENTS :OFFICE:1/250WAREHOUSE:0-10,000SF =1/100010K+ =1/2000 COLOR ELEVATIONSA6A5COLOR AND MATERIAL BOARDC1CONCEPTUAL GRADING PLANC2CONCEPTUAL SITE SECTIONSL1CONCEPTUAL LANDSCAPE PLANE0.4LIGHTING CUTSHEETS 8' HEIGHT TUBE STL. FENCESCREEN WALL / RETAINING (SEE CIVIL)HANDRAIL / GUARD RAIL A7CONCEPTUAL 3-D RENDERING
PROPERTY LINEGRID LINE
LANDSCAPE AREA CALCULATION: LANDSCAPE REQUIRED:TOTAL LAND AREA:103,758 SFLANDSCAPE AREA PROVIDED:1,037,586.94 SF (23.82 AC.)(10% OF TOTAL LAND AREA) 1 TRAILER STALL / 1 DOCK DOOR
E1.1PHOTOMETRICS LIGHTING PLANL2CONCEPTUAL LANDSCAPE PLAN 1KEY NOTES:2VEHICULAR PAVING PER CIVIL 3LANDSCAPE AREA4PER CITY STD. PARKING STALL 9'X20' 67TRASH ENCLOSURE5A.D.A. PARKING 9' X 18' & 12' X 18'- STATE STD.A.D.A. PEDESTRIAN PATH OF TRAVEL8TUBE STEEL TELESCOPING GATE 14' HEIGHT CONCRETE SCREEN WALL
SUBJECT SITEN. PEPPER AVE
(210 FRWY.)
BASELINE RD
E HIGHLAND AVE
WALNUT AVE
VICINITY MAP
PEPPER AVENUE BUSINESS CENTER
©2021 Architects Orange, LLP dba AO
These plans are copyright protected. Under such protection unauthorized use is not permitted. These plans shall not be reproduced or used without written permission by AO.drawing file name:p:\2020-185-howard industrial-pepper industrial bldg rialto\design\2020-185-00 howard pepper ralto entitlement.dwgDISCLAIMER:ALL INFORMATION CONTAINED HEREIN MAY BE SUBJECTTO CHANGE PENDING OWNER AND OR AGENCY REVIEWAND IS FOR INFORMATION ONLY Rialto, CA
2022-12-222020-18501CONCEPTUAL SITE PLAN1" =50'-0"