HomeMy WebLinkAboutAppendix D1 - Traffic Impact AnalysisTHE RESORT VILLAGE
TRAFFIC IMPACT ANALYSIS
APRIL 20, 2025
PREPARED FOR:
NORTH FONTANA INVESTMENT
COMPANY, LLC
1156 N. Mountain Avenue
Upland, California 91786
PREPARED BY:
translutions, inc.
17632 Irvine Boulevard, Suite 200
Tustin, California 92780
(949) 656-3131
translutionsthe transportation solu ions comp ny .
The Resort Village
Traffic Impact Analysis
April 20, 2025
TABLE OF CONTENTS
1.0 INTRODUCTION ..................................................................................................................................................... 1
1.1 Purpose of Traffic Study and Study Objectives ..................................................................................... 1
1.2 Project Location & Study Area ...................................................................................................................... 1
1.3 Analysis Scenarios .............................................................................................................................................. 2
2.0 PROJECT DESCRIPTION ................................................................................................................................... 6
2.1 Project Access ...................................................................................................................................................... 6
2.2 Project Phasing ..................................................................................................................................................... 6
3.0 LOS DEFINITIONS, PROCEDURES, AND THRESHOLDS ................................................................. 10
3.1 Levels of Service ................................................................................................................................................ 10
3.2 Levels of Service Standards ......................................................................................................................... 10
3.3 Determination of Effects ................................................................................................................................. 10
4.0 VOLUME DEVELOPMENT METHODOLOGY ............................................................................................ 12
4.1 Existing Traffic Volumes ................................................................................................................................. 12
4.2 Opening Year (2026), Year (2028), Year (2030), and Year (2032) Without Project Traffic
Volumes ............................................................................................................................................................................... 12
4.3 Future Year (2050) Without Project Traffic Volumes ........................................................................ 12
4.4 With Project Traffic Volumes ........................................................................................................................ 12
5.0 EXISTING CONDITIONS ................................................................................................................................... 13
5.1 Existing Roadway Conditions ....................................................................................................................... 13
5.2 Existing Transit Service .................................................................................................................................. 13
5.3 Existing Bicycle & Pedestrian Facilities .................................................................................................. 15
5.4 Existing Levels of Service .............................................................................................................................. 15
6.0 OPENING YEAR (2026) PHASE 1 CONDITIONS .................................................................................... 21
6.1 Opening Year (2026) Phase 1 Roadway Conditions .......................................................................... 21
6.2 Opening Year (2026) Phase 1 Transit Service ..................................................................................... 21
6.3 Opening Year (2026) Phase 1 Bicycle & Pedestrian Facilities ..................................................... 21
6.4 Opening Year (2026) Phase 1 Land Uses and Circulation .............................................................. 21
6.5 Opening Year (2026) Phase 1 Project Trip Generation .................................................................... 21
6.6 Opening Year (2026) Phase 1 Project Trip Distribution & Assignment .................................... 25
6.7 Opening Year (2026) Phase 1 Without Project Levels of Service ................................................ 31
6.8 Opening Year (2026) Phase 1 With Project Levels of Service ...................................................... 31
7.0 YEAR (2028) PHASE 2 CONDITIONS ......................................................................................................... 46
7.1 Year (2028) Phase 2 Roadway Conditions ............................................................................................. 46
7.2 Year (2028) Phase 2 Transit Service......................................................................................................... 46
7.3 Year (2028) Phase 2 Bicycle & Pedestrian Facilities ........................................................................ 46
7.4 Year (2028) Phase 2 Land Uses and Circulation ................................................................................. 46
7.5 Year (2028) Phase 2 Project Trip Generation ....................................................................................... 46
7.6 Year (2028) Phase 2 Project Trip Distribution & Assignment ....................................................... 47
7.7 Year (2028) Phase 2 Without Project Levels of Service ................................................................... 52
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Traffic Impact Analysis
April 20, 2025
7.8 Year (2028) Phase 2 With Project Levels of Service .......................................................................... 71
8.0 YEAR (2030) PHASE 3 CONDITIONS ......................................................................................................... 74
8.1 Year (2030) Phase 3 Roadway Conditions ............................................................................................. 74
8.2 Year (2030) Phase 3 Transit Service......................................................................................................... 74
8.3 Year (2030) Phase 3 Bicycle & Pedestrian Facilities ........................................................................ 74
8.4 Year (2030) Phase 3 Land Uses and Circulation ................................................................................. 74
8.5 Year (2030) Phase 3 Project Trip Generation ....................................................................................... 74
8.6 Year (2030) Phase 3 Project Trip Distribution & Assignment ....................................................... 77
8.7 Year (2030) Phase 3 Without Project Levels of Service ................................................................... 88
8.8 Year (2030) Phase 3 With Project Levels of Service .......................................................................... 88
9.0 YEAR (2032) PHASE 4 CONDITIONS ....................................................................................................... 102
9.1 Year (2032) Phase 4 Roadway Conditions ........................................................................................... 102
9.2 Year (2032) Phase 3 Transit Service....................................................................................................... 102
9.3 Year (2032) Phase 4 Bicycle & Pedestrian Facilities ...................................................................... 102
9.4 Year (2032) Phase 4 Land Uses and Circulation ............................................................................... 102
9.5 Year (2032) Phase 4 Project Trip Generation ..................................................................................... 102
9.6 Year (2032) Phase 4 Project Trip Distribution & Assignment ..................................................... 105
9.7 Year (2032) Phase 4 Without Project Levels of Service ................................................................. 118
9.8 Year (2032) Phase 4 With Project Levels of Service ........................................................................ 136
10.0 FUTURE YEAR (2050) CONDITIONS ........................................................................................................ 139
10.1 Future Year (2050) Roadway Conditions .............................................................................................. 139
10.2 Future Year (2050) Transit Service ......................................................................................................... 139
10.3 Future Year (2050) Pedestrian & Bicycle Facilities ......................................................................... 139
10.4 Future Year (2050) Without Project Levels of Service .................................................................... 139
10.5 Future Year (2050) With Project Levels of Service .......................................................................... 142
11.0 CIRCULATION IMPROVEMENTS ............................................................................................................... 145
11.1 Opening Year (2026) With Project Circulation Improvements .................................................... 145
11.2 Year (2028) With Project Circulation Improvements ....................................................................... 145
11.3 Year (2030) With Project Circulation Improvements ....................................................................... 149
11.4 Year (2032) With Project Circulation Improvements ....................................................................... 152
11.5 Future Year (2050) With Project Circulation Improvements ........................................................ 155
12.0 SIGNAL WARRANTS ........................................................................................................................................ 162
13.0 SIGHT DISTANCE .............................................................................................................................................. 162
14.0 SUMMARY & CONCLUSIONS ...................................................................................................................... 162
APPENDICES
Appendix A: Traffic Counts
Appendix B: Detailed Volume Development Worksheets
Appendix C: Level of Service Worksheets
Appendix D: Signal Warrants
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Traffic Impact Analysis
April 20, 2025
Appendix E: Sight Distance Triangles
FIGURES AND TABLES
FIGURES
Figure 1.1: Regional Project Location ............................................................................................................................................. 3
Figure 1.2: Study Area Intersections .............................................................................................................................................. 4
Figure 1.3: Project Access Locations ............................................................................................................................................. 5
Figure 2.1: Land Use Plan .............................................................................................................................................................. 7
Figure 2.2: C-1 Retail Site Plan ...................................................................................................................................................... 8
Figure 2.3: Elementary School Site Plan ........................................................................................................................................ 9
Figure 5.1: City of Fontana’s Hierarchy of Streets ........................................................................................................................ 14
Figure 5.2: Transit Services .......................................................................................................................................................... 16
Figure 5.3: Bike and Pedestrians Facilities ................................................................................................................................... 17
Figure 5.4: Existing Intersection Geometrics and Stop Control .................................................................................................... 18
Figure 5.5: Existing Peak Hour Traffic Volumes ........................................................................................................................... 19
Figure 6.1: City of Fontana’s Proposed Bike Facilities ................................................................................................................. 22
Figure 6.2: Opening Year (2026) Phase 1 - C-1 Retail - Project Trip Distribution ........................................................................ 26
Figure 6.3: Opening Year (2026) Phase 1 - C-1 Retail - Inbound Trip Distribution @ Driveways ................................................ 27
Figure 6.4: Opening Year (2026) Phase 1 - C-1 Retail - Outbound Trip Distribution @ Driveways .............................................. 28
Figure 6.5: Opening Year (2026) Phase 1 - C-1 Retail - Pass-by Trip Distribution ....................................................................... 29
Figure 6.6: Opening Year (2026) Phase 1 - C-1 Retail - Project Trip Assignment ........................................................................ 30
Figure 6.7: Opening Year (2026) Phase 1 - Elementary School Students - Project Trip Distribution ........................................... 32
Figure 6.8: Opening Year (2026) Phase 1 - Elementary School Students - Inbound Trip Distribution @ Driveways ................... 33
Figure 6.9: Opening Year (2026) Phase 1 - Elementary School Students - Outbound Trip Distribution @ Driveways ................ 34
Figure 6.10: Opening Year (2026) Phase 1 - Elementary School Students - Project Trip Assignment ........................................ 35
Figure 6.11: Opening Year (2026) Phase 1 - Elementary School Staff - Project Trip Distribution ................................................ 36
Figure 6.12: Opening Year (2026) Phase 1 - Elementary School Staff - Inbound Trip Distribution @ Driveways ........................ 37
Figure 6.13: Opening Year (2026) Phase 1 - Elementary School Staff - Outbound Trip Distribution @ Driveways ..................... 38
Figure 6.14: Opening Year (2026) Phase 1 - Elementary School Staff - Project Trip Assignment ............................................... 39
Figure 6.15: Opening Year (2026) Phase 1 - Total Project Trip Assignment ................................................................................ 40
Figure 6.16: Opening Year (2026) Phase 1 Without Project Peak Hour Traffic Volumes ............................................................. 41
Figure 6.17: Opening Year (2026) With Project Intersection Geometrics and Stop Control ......................................................... 43
Figure 6.18: Opening Year (2026) With Project Peak Hour Traffic Volumes ................................................................................ 44
Figure 7.1: Year (2028) Phase 2 - Residential - Project Trip Distribution ..................................................................................... 50
Figure 7.2: Year (2028) Phase 2 - Residential - Project Trip Assignment .................................................................................... 51
Figure 7.3: Year (2028) Phase 2 - C-1 Retail - Project Trip Distribution ....................................................................................... 53
Figure 7.4: Year (2028) Phase 2 - C-1 Retail - Inbound Trip Distribution @ Driveways ............................................................... 54
Figure 7.5: Year (2028) Phase 2 - C-1 Retail - Outbound Trip Distribution @ Driveways ............................................................ 55
Figure 7.6: Year (2028) Phase 2 - C-1 Retail - Pass-by Trip Distribution ..................................................................................... 56
Figure 7.7: Year (2028) Phase 2 - C-1 Retail - Project Trip Assignment ...................................................................................... 57
Figure 7.8: Year (2028) Phase 2 - Elementary School Students - Project Trip Distribution .......................................................... 58
Figure 7.9: Year (2028) Phase 2 - Elementary School Students - Inbound Trip Distribution @ Driveways .................................. 59
Figure 7.10: Year (2028) Phase 2 - Elementary School Students - Outbound Trip Distribution @ Driveways ............................. 60
Figure 7.11: Year (2028) Phase 2 - Elementary School Students - Project Trip Assignment ....................................................... 61
Figure 7.12: Year (2028) Phase 2 - Elementary School Staff - Project Trip Distribution .............................................................. 62
Figure 7.13: Year (2028) Phase 2 - Elementary School Staff - Inbound Trip Distribution @ Driveways ...................................... 63
Figure 7.14: Year (2028) Phase 2 - Elementary School Staff - Outbound Trip Distribution @ Driveways .................................... 64
Figure 7.15: Year (2028) Phase 2 - Elementary School Staff - Project Trip Assignment .............................................................. 65
Figure 7.16: Year (2028) Phase 2 – Internal Trip Distribution ...................................................................................................... 66
Figure 7.17: Year (2028) Phase 2 – Internal Trip Assignment ...................................................................................................... 67
The Resort Village
Traffic Impact Analysis
April 20, 2025
Figure 7.18: Year (2028) Phase 2 - Total Project Trip Assignment .............................................................................................. 68
Figure 7.19: Year (2028) Phase 2 Without Project Peak Hour Traffic Volumes ........................................................................... 69
Figure 7.20: Year (2028) Phase 2 With Project Intersection Geometrics and Stop Control ......................................................... 72
Figure 7.21: Year (2028) Phase 2 With Project Peak Hour Traffic Volumes ................................................................................ 73
Figure 8.1: Year (2030) Phase 3 - Residential - Project Trip Distribution ..................................................................................... 78
Figure 8.2: Year (2030) Phase 3 - Residential - Project Trip Assignment .................................................................................... 79
Figure 8.3: Year (2030) Phase 3 - C-1 Retail - Project Trip Distribution ....................................................................................... 80
Figure 8.4: Year (2030) Phase 3 - C-1 Retail - Inbound Trip Distribution @ Driveways ............................................................... 81
Figure 8.5: Year (2030) Phase 3 - C-1 Retail - Outbound Trip Distribution @ Driveways ............................................................ 82
Figure 8.6: Year (2030) Phase 3 - C-1 Retail - Pass-by Trip Distribution ..................................................................................... 83
Figure 8.7: Year (2030) Phase 3 - C-1 Retail - Project Trip Assignment ...................................................................................... 84
Figure 8.8: Year (2030) Phase 3 - Elementary School Students - Project Trip Distribution .......................................................... 85
Figure 8.9: Year (2030) Phase 3 - Elementary School Students - Inbound Trip Distribution @ Driveways .................................. 86
Figure 8.10: Year (2030) Phase 3 - Elementary School Students - Outbound Trip Distribution @ Driveways ............................. 87
Figure 8.11: Year (2030) Phase 3 - Elementary School Students - Project Trip Assignment ....................................................... 89
Figure 8.12: Year (2030) Phase 3 - Elementary School Staff - Project Trip Distribution .............................................................. 90
Figure 8.13: Year (2030) Phase 3 - Elementary School Staff - Inbound Trip Distribution @ Driveways ...................................... 91
Figure 8.14: Year (2030) Phase 3 - Elementary School Staff - Outbound Trip Distribution @ Driveways .................................... 92
Figure 8.15: Year (2030) Phase 3 - Elementary School Staff - Project Trip Assignment .............................................................. 93
Figure 8.16: Year (2030) Phase 3 – Internal Trip Distribution ...................................................................................................... 94
Figure 8.17: Year (2030) Phase 3 – Internal Trip Assignment ...................................................................................................... 95
Figure 8.18: Year (2030) Phase 3 - Total Project Trip Assignment .............................................................................................. 96
Figure 8.19: Year (2030) Phase 3 Without Project Peak Hour Traffic Volumes ........................................................................... 97
Figure 8.20: Year (2030) Phase 3 With Project Intersection Geometrics and Stop Control ......................................................... 99
Figure 8.21: Year (2030) Phase 3 With Project Peak Hour Traffic Volumes .............................................................................. 100
Figure 9.1: Year (2032) Phase 4 - Residential - Project Trip Distribution ................................................................................... 106
Figure 9.2: Year (2032) Phase 4 - Residential - Project Trip Assignment .................................................................................. 107
Figure 9.3: Year (2032) Phase 4 - C-1 Retail - Project Trip Distribution ..................................................................................... 108
Figure 9.4: Year (2032) Phase 4 - C-1 Retail - Inbound Trip Distribution @ Driveways ............................................................. 109
Figure 9.5: Year (2032) Phase 4 - C-1 Retail - Outbound Trip Distribution @ Driveways .......................................................... 110
Figure 9.6: Year (2032) Phase 4 - C-1 Retail - Pass-by Trip Distribution ................................................................................... 111
Figure 9.7: Year (2032) Phase 4 - C-1 Retail - Project Trip Assignment .................................................................................... 112
Figure 9.8: Year (2032) Phase 4 - C-2 Retail - Project Trip Distribution ..................................................................................... 113
Figure 9.9: Year (2032) Phase 4 - C-2 Retail - Inbound Trip Distribution @ Driveways ............................................................. 114
Figure 9.10: Year (2032) Phase 4 - C-2 Retail - Outbound Trip Distribution @ Driveways ........................................................ 115
Figure 9.11: Year (2032) Phase 4 - C-2 Retail - Pass-by Trip Distribution ................................................................................. 116
Figure 9.12: Year (2032) Phase 4 - C-2 Retail - Project Trip Assignment .................................................................................. 117
Figure 9.13: Year (2032) Phase 4 - Elementary School Students - Project Trip Distribution ...................................................... 119
Figure 9.14: Year (2032) Phase 4 - Elementary School Students - Inbound Trip Distribution @ Driveways .............................. 120
Figure 9.15: Year (2032) Phase 4- Elementary School Students - Outbound Trip Distribution @ Driveways ............................ 121
Figure 9.16: Year (2032) Phase 4 - Elementary School Students - Project Trip Assignment ..................................................... 122
Figure 9.17: Year (2032) Phase 4 - Elementary School Staff - Project Trip Distribution ............................................................ 123
Figure 9.18: Year (2032) Phase 4 - Elementary School Staff - Inbound Trip Distribution @ Driveways .................................... 124
Figure 9.19: Year (2032) Phase 4 - Elementary School Staff - Outbound Trip Distribution @ Driveways .................................. 125
Figure 9.20: Year (2032) Phase 4 - Elementary School Staff - Project Trip Assignment ............................................................ 126
Figure 9.21: Year (2032) Phase 4 – Internal Trip Distribution (C-1 Retail to Residential) ......................................................... 127
Figure 9.22: Year (2032) Phase 4 – Internal Trip Assignment (C-1 Retail to Residential) .......................................................... 128
Figure 9.23: Year (2032) Phase 4 – Internal Trip Distribution (C-2 Retail to Residential) .......................................................... 129
Figure 9.24: Year (2032) Phase 4 – Internal Trip Assignment (C-2 Retail to Residential) .......................................................... 130
Figure 9.25: Year (2032) Phase 4 – Internal Trip Distribution (C-1 Retail to C-2 Retail) ............................................................ 131
Figure 9.26: Year (2032) Phase 4 – Internal Trip Assignment (C-1 Retail to C-2 Retail) ........................................................... 132
Figure 9.27: Year (2032) Phase 4 - Total Project Trip Assignment ............................................................................................ 133
Figure 9.28: Year (2032) Phase 4 Without Project Peak Hour Traffic Volumes ......................................................................... 134
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April 20, 2025
Figure 9.29: Year (2032) Phase 4 With Project Intersection Geometrics and Stop Control ....................................................... 137
Figure 9.30: Year (2032) Phase 4 With Project Peak Hour Traffic Volumes .............................................................................. 138
Figure 10.1: Future Year (2050) Without Project Peak Hour Traffic Volumes ............................................................................ 140
Figure 10.2: Future Year (2050) With Project Intersection Geometrics and Stop Control .......................................................... 143
Figure 10.3: Future Year (2050) With Project Peak Hour Traffic Volumes ................................................................................. 144
Figure 11.1: Opening Year (2026) Phase 1 With Project With Improvements Intersection Geometrics and Stop Control ......... 148
Figure 11.2: Year (2028) Phase 2 With Project With Improvements Intersection Geometrics and Stop Control ........................ 151
Figure 11.3: Year (2030) Phase 3 With Project With Improvements Intersection Geometrics and Stop Control ........................ 154
Figure 11.4: Year (2032) Phase 4 With Project With Improvements Intersection Geometrics and Stop Control ........................ 157
Figure 11.5: Future Year (2050) With Project With Improvements Intersection Geometrics and Stop Control .......................... 161
TABLES
Table 2.A: Land Use Summary Comparison – Resort Village ........................................................................................................ 6
Table 3.A: Level of Service Criteria .............................................................................................................................................. 10
Table 5.A: Existing Levels of Service ........................................................................................................................................... 20
Table 6.A: Opening Year (2026) Phase 1 Project Trip Generation ............................................................................................... 23
Table 6.B: Opening Year (2026) Phase 1 Levels of Service ........................................................................................................ 42
Table 7.A: Student Generation Factors ........................................................................................................................................ 47
Table 7.B: Year (2028) Phase 2 Project Trip Generation ............................................................................................................. 48
Table 7.C: Year (2028) Phase 2 Levels of Service ....................................................................................................................... 70
Table 8.A: Year (2030) Phase 3 Project Trip Generation ............................................................................................................. 75
Table 8.B: Year (2030) Phase 3 Levels of Service ....................................................................................................................... 98
Table 9.A: Year (2032) Phase 4 Project Trip Generation ........................................................................................................... 103
Table 9.B: Year (2032) Phase 4 Levels of Service ..................................................................................................................... 135
Table 10.A: Future Year (2050) Levels of Service ...................................................................................................................... 141
Table 11.A: Project’s Fair Share Contribution ............................................................................................................................ 146
Table 11.B: Opening Year (2026) Phase 1 With Project With Improvements Levels of Service ................................................ 147
Table 11.C: Year (2028) Phase 2 With Project With Improvements Levels of Service ............................................................... 150
Table 11.D: Year (2030) Phase 3 With Project With Improvements Levels of Service ............................................................... 153
Table 11.E: Year (2032) Phase 4 With Project With Improvements Levels of Service ............................................................... 156
Table 11.F: Future Year (2050) With Project With Improvements Levels of Service .................................................................. 160
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April 20, 2025
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1.0 INTRODUCTION
This report presents the methodology, findings and conclusions of the Traffic Impact Analysis (TIA) prepared for the
update to the Resort Village development project included in the adopted Arboretum Specific Plan (October 14, 2009)
and amended June 2021. The proposed project site is located at the northwest corner of Sierra Avenue and Duncan
Canyon Road in the City of Fontana, California. The project includes a mix of uses including residential, retail, and
elementary school.
1.1 Purpose of Traffic Study and Study Objectives
This report is intended to satisfy the requirements for a TIA established by the City of Fontana Traffic Impact Analysis
Guidelines for Vehicle Miles Traveled and Level of Service Assessment, October 2020 (Guidelines) and the San
Bernardino County Congestion Management Program (CMP), adopted November 3, 1993, and last revised in 2016. The
San Bernardino County CMP is implemented by the San Bernardino County Transportation Authority (SBCTA, previously
San Bernardino Associated Governments). The City has adopted vehicle LOS policies that set standards for which local
agency infrastructure will strive to maintain. These policies are contained in the General Plan and apply to discretionary
approvals of new land use and transportation projects.
The city guidelines require analysis of off-site intersections potentially affected by the project, which the City defines as
intersections at which the project is forecast to add 50 or more peak hour trips (two-way). This report evaluates 46
intersections and project driveways under 11 analysis scenarios. The analysis intersections were approved by the city
during the scoping process. In addition, this report also evaluates alternative modes of travel in the vicinity of the project.
1.2 Project Location & Study Area
As stated earlier, the project is located at the northwest corner of Sierra Avenue and Duncan Canyon Road in the City
of Fontana, California. Figure 1.1 shows the regional location of the project.
The study area is based on consultation with City staff and is consistent with the traffic impact analysis conducted for the
Specific Plan in March 2008. Based on discussion with City staff, the study area includes the following intersections:
1.Beech Avenue & Summit Avenue.
2.Coyote Canyon Road & Duncan Canyon
Road.
3.I-15 Southbound Ramps & Duncan
Canyon Road.
4.I-15 Northbound Ramps & Duncan
Canyon Road.
5.John Previti Avenue & Duncan Canyon
Road.
6.Citrus Avenue & Duncan Canyon Road.
7.Citrus Avenue & Casa Grande Drive.
8.Citrus Avenue & Summit Avenue.
9.Citrus Avenue & Sierra Lakes Parkway.
10.Citrus Avenue & SR-210 Westbound
Ramps.
11.Citrus Avenue & SR-210 Eastbound
Ramps.
12.Citrus Avenue & Highland Avenue
13.Oak Grove Avenue & Casa Grande
Drive.
14.Arboretum Avenue & Duncan Canyon
Road.
15.Cypress Avenue & Grapeland Street.
16.Cypress Avenue & Arboretum Avenue.
17.Cypress Avenue & Terra Vista Drive.
18.Cypress Avenue & ES N. Driveway.
19.Cypress Avenue & ES S. Driveway.
20.Cypress Avenue & Duncan Canyon
Road.
21.Cypress Avenue & Gardens Avenue.
22.Cypress Avenue & Casa Grande Drive.
23.ES Driveway 3 & Duncan Canyon Road.
24.Cassava Drive & Grapeland Street.
25.Cassava Drive & Terra Vista Drive.
26.Cassava Drive & Duncan Canyon Road.
27.Montelena Road & Casa Grande Drive.
28.C-1 Retail Driveway 2 & Terra Vista
Drive.
29.C-1 Retail Driveway 3 & Terra Vista
Drive.
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30. C-2 Retail Driveway 1 & Duncan Canyon
Road.
31. Sierra Avenue & I-15 Southbound
Ramps.
32. Sierra Avenue & I-15 Northbound
Ramps.
33. Sierra Avenue & Riverside Avenue.
34. Sierra Avenue & Grapeland Street-
Segovia Avenue.
35. Sierra Avenue & C-1 Retail Driveway 1
36. Sierra Avenue & Terra Vista Drive.
37. Sierra Avenue & C-2 Retail Driveway 2
38. Sierra Avenue & Duncan Canyon Road.
39. Sierra Avenue & Fieldcress Drive.
40. Sierra Avenue & Casa Grande Drive.
41. Sierra Avenue & Summit Avenue.
42. Sierra Avenue & Clubhouse Drive.
43. Sierra Avenue & Sierra Lakes Parkway.
44. Sierra Avenue & SR-210 Westbound
Ramps.
45. Sierra Avenue & SR-210 Eastbound
Ramps.
46. Sierra Avenue & Highland Avenue.
Figure 1.2 illustrates the study intersections included in the analysis. The project access locations are shown in Figure
1.3.
1.3 Analysis Scenarios
Based on the City guidelines, this report analyzes traffic conditions for the following scenarios:
1. Existing Conditions.
2. Opening Year (2026) Phase 1 Without Project Conditions.
3. Opening Year (2026) Phase 1 With Project Conditions.
4. Year (2028) Phase 2 Without Project Conditions.
5. Year (2028) Phase 2 With Project Conditions.
6. Year (2030) Phase 3 Without Project Conditions.
7. Year (2030) Phase 3 With Project Conditions.
8. Year (2032) Phase 4 Without Project Conditions.
9. Year (2032) Phase 4 With Project Conditions.
10. Future Year (2050) Without Project Conditions.
11. Future Year (2050) With Project Conditions.
Consistent with City guidelines, this report analyzes weekday a.m. and p.m. peak hour conditions. The a.m. peak hour
is defined as the one hour of highest traffic volumes occurring between 7:00 and 9:00 a.m. The p.m. peak hour is defined
as the one hour of highest traffic volumes occurring between 4:00 and 6:00 p.m.
2
3
4
5
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2.0 PROJECT DESCRIPTION
The project site is located at the northwest corner of Sierra Avenue and Duncan Canyon Road in the City of Fontana,
California. A comparison of the land uses in the 2009 Environmental Impact Report, the amended Specific Plan (June
2021), and the proposed project are included in Table 2.A.
Table 2.A: Land Use Summar Comparison Resort Villa e
EIR (2009) Amended Arboretum Specific Plan (June 2021) Proposed Project
Land Use Units Land Use Units Land Use Units
Single-Family
Residential 421 DU
Single-Family
Residential 421 DU
Single-Family
Residential 990 DU
Multifamily
Residential 1,042 DU
Multifamily
Residential 1,042 DU
Multifamily
Residential 473 DU
Retail 8.80 C Retail 8.80 C
Retail (C1)
Retail (C2)
9.3
8.8
AC
C
Elementary School 700.0 STU Elementary School 700.0 STU
Elementary
School 700.0 STU
Notes: DU = Dwelling Units, AC= Acres, STU = Students
2.1 Project Access
Access to the Resort Village will be provided via new roadways connecting to Grapeland Street to the north, Cypress
Street to the west, Sierra Avenue to the east, and Duncan Canyon Road to the south. Figure 2.1 illustrates the Land Use
plan for the Resort Village. Figure 2.2 illustrates the site plan for the C-1 Retail Center located on the northwest corner
of Sierra Avenue and Terra Vista Drive.
The C-1 Retail Center includes two driveways on Terra Vista Drive and one driveway on Sierra Avenue. The driveway
on Sierra Avenue is a full-access signalized driveway. The western driveway on Terra Vista Drive is a left-in/left-out-
access driveway. The eastern driveway on Terra Vista Drive is a right-in/right-out driveway.
The driveway locations for the C-2 Retail Center located on the northwest corner of Sierra Avenue and Duncan Canyon
Road are unknown at this time, therefore, one driveway on Sierra Avenue and one driveway on Duncan Canyon Road
has been assumed. It should also be noted that these two driveways will not be included in the traffic analysis and are
shown in the trip distribution and trip assignment figures for informational purposes only.
The driveway locations for the Elementary School are based on the site plan shown in Figure 2.3. As shown in Figure
2.3, two driveways are located on Cypress Avenue and one driveway is located on Duncan Canyon Road. Based on
discussion with City staff, the northern driveway on Cypress Avenue is assumed to be full-access including U-turns and
the southern driveway on Cypress Avenue is assumed to be right-out access only. In addition, the driveway on Duncan
Canyon Road is assumed to be left-in/right-in access only.
2.2 Project Phasing
The project is anticipated to be built in several phases in response to market demand. The following phases are
anticipated:
Opening Year (2026) Phase 1: This phase includes the Elementary School and Retail C-1 planning areas.
Year (2028) Phase 2: This phase includes the Elementary School, Retail C-1, and ½ of the residential units located
in northeast quadrant, ½ of the residential units located in the southwest quadrant, and ½ of the residential units
located in the southeast quadrant.
Year (2030) Phase 3: This phase includes all planning areas with the exception of the Retail C-2 center.
Year (2032) Phase 4: This phase includes all planning areas.
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FIGURE 2.1
The Resort Village
Land Use Plan
the trans ortation solutions com any...
P:\Lewis - Arboretum\Analysis\xFigure 2-1 Land Use Plan (4/14/2025)7
FIGURE 2.2
The Resort Village
C-1 Retail Site Plan
the trans ortation solutions com any...
P:\Lewis - Arboretum\Analysis\xFigure 2-2 C-1 Retail Site Plan (4/14/2025)
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FIGURE 2.3
The Resort Village
Elementary School Site Plan
the trans ortation solutions com any...
P:\Lewis - Arboretum\Analysis\xFigure 2-3 Elementary School Site Plan (4/14/2025)
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3.0 LOS DEFINITIONS, PROCEDURES, AND THRESHOLDS
Level of service (LOS) is a measure of the quality of operational conditions within a traffic stream and is generally
expressed in terms of such measures as speed and travel time, freedom to maneuver, traffic interruptions, and comfort
and convenience. Levels range from A to F, with LOS A representing excellent (free flow) conditions and LOS F
representing extreme congestion. Consistent to the guidelines, the Highway Capacity Manual (HCM) procedures have
been used to evaluate levels of service. This section discusses the LOS definitions, procedures, and thresholds used in
this report.
3.1 Levels of Service
The analysis of traffic operations at intersections was conducted according to the Highway Capacity Manual 7th Edition
(HCM) delay methodologies, which is described in the Highway Capacity Manual (Transportation Research Board,
Washington, D.C., November 2016). Under the HCM methodology, LOS for signalized intersections is based on the
average delay experienced by vehicles traveling through an intersection, whereas for unsignalized intersections, the
LOS is based on the worst approach where the minor leg has a shared lane and on the worst movement where the minor
leg has dedicated turn lanes. Table 3.A presents a brief description of each level of service letter grade, as well as the
range of delays associated with each grade.
Table 3.A: Level of Service Criteria
LOS Description of Drivers’ Perception and Traffic Operation Delay in Seconds
Un-signalized Signalized
A
This level is typically assigned when the volume-to-capacity ratio is low and either
progression is exceptionally favorable, or the cycle length is very short. If it is due to
favorable progression, most vehicles arrive during the green indication and travel through
the intersection without stopping.
< 10 < 10
B This level is assigned when the volume-to-capacity ratio is low and either progression is
highly favorable, or the cycle length is short. More vehicles stop than with LOS A. > 10 and < 15 > 10 and < 20
C
This level is typically assigned when progression is favorable, or the cycle length is
moderate. Individual cycle failures (i.e., one or more queued vehicles are not able to depart
as a result of insufficient capacity during the cycle) may begin to appear at this level. The
number of vehicles stopping is significant, although many vehicles still pass through the
intersection without stopping.
> 15 and < 25 > 20 and < 35
D
This level is typically assigned when the volume-to-capacity ratio is high and either
progression is ineffective, or the cycle length is long. Many vehicles stop and individual
cycle failures are noticeable.
> 25 and < 35 > 35 and < 55
E This level is typically assigned when the volume-to-capacity ratio is high, progression is
unfavorable, and the cycle length is long. Individual cycle failures are frequent. > 35 and < 50 > 55 and < 80
F This level is typically assigned when the volume-to-capacity ratio is very high, progression is
very poor, and the cycle length is long. Most cycles fail to clear the queue. > 50 > 80
Source: Highway Capacity Manual, 7th Edition
3.2 Levels of Service Standards
The City of Fontana has established a LOS standard of LOS C as the minimum level of service standard for intersection
operations. Therefore, study intersections which are forecast to operate at unsatisfactory conditions (i.e. at LOS worse
than LOS C for city intersections) will be identified as cumulatively deficient intersections. Caltrans uses LOS D as the
minimum level of service standard.
3.3 Determination of Effects
The determination of deficient intersections is based on a comparison of without and with project levels of service for
each analysis year. An intersection effect occurs if project traffic increases the average delay at an intersection by more
than the thresholds identified below:
LOS A/B: > 10.0 Seconds.
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The Resort Village
Traffic Impact Analysis
April 20, 2025
11
LOS C: > 8.0 Seconds.
LOS D: > 5.0 Seconds.
LOS E: > 3.0 Seconds.
LOS F: > 1.0 Seconds.
The thresholds for LOS A, B, and C do not apply to projects consistent with the General Plan.
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Traffic Impact Analysis
April 20, 2025
12
4.0 VOLUME DEVELOPMENT METHODOLOGY
Forecast traffic volumes at study intersections were developed based on discussion with City staff. This section discusses
the volume development methodology used to forecast future traffic volumes.
4.1 Existing Traffic Volumes
Existing peak hour traffic volumes are based on peak hour intersection turn movement counts collected by Counts
Unlimited Inc. in May 2024. The counts are included in Appendix A. Vehicle classification counts (e.g., passenger vehicle,
2-axle truck, 3-axle truck, and 4 or more axle trucks), were conducted at all existing study area intersections. Consistent
with the City guidelines, PCE volumes at these intersections were calculated using a PCE factor of 2.0 for 2-axle trucks,
2.5 for 3-axle trucks, and 3.0 for trucks with 4 or more axles. Detailed volume development worksheets are included in
Appendix B.
4.2 Opening Year (2026), Year (2028), Year (2030), and Year (2032) Without Project
Traffic Volumes
The without project peak hour traffic volumes for opening year (2026), year (2028), year (2030), and year (2032) were
developed by interpolating between existing and forecast year traffic volumes based on the SBTAM. Detailed volume
development worksheets are included in Appendix B.
4.3 Future Year (2050) Without Project Traffic Volumes
Future year (2050) without project traffic volumes were developed using the SBTAM. The base year for the traffic model
is 2016 and the forecast year is 2040. The difference between the modeled 2016 and 2040 peak period directional arterial
traffic volumes (for each intersection approach and departure) was identified from loaded network model plots. This
difference defines the growth in traffic over the 24-year period. This incremental growth in peak period approach and
departure volumes were factored to develop the incremental change in peak hour volumes. The SBTAM uses a three-
hour a.m. peak period and a four-hour p.m. peak period. Southern California Association of Governments (SCAG), the
regional Metropolitan Transportation Organization (MPO) has established that the a.m. peak hour comprises 38 percent
of the a.m. peak period and that the p.m. peak hour comprises 28 percent of the p.m. peak period. Therefore, the
incremental changes in peak period volumes were multiplied by the appropriate factor to develop incremental changes
in peak hour volumes. The incremental growth in approach and departure volumes between 2016 and 2040 was factored
to reflect the forecast growth between the year of the ground counts (2024) and 2050. For this purpose, linear growth
between 2016 and year 2050 was assumed. Since the increment between 2024 and 2050 is 26 years of the 24-year
time span, a factor of 1.0833 (i.e., 26/24) was used. This forecast growth in approach and departure volumes was added
to the 2024 ground counts, resulting in post-processed forecast year 2050 link volumes. Future year (2050) without
project turn volumes were developed using existing turn volumes and the future approach and departure volumes, based
on the methodologies contained in National Cooperative Highway Research Program Report (NCHRP) 255: Highway
Traffic Data for Urbanized Area Project Planning and Design (Transportation Research Board, December 1982). At some
locations, forecast turning movements were forecast to be less than those under existing conditions. This can be
attributed to network improvements, planned transit, or changes in land use. Therefore, these turning movements were
adjusted by applying a growth factor of five percent. Detailed volume development worksheets are included in Appendix
B.
4.4 With Project Traffic Volumes
The with project traffic volumes for opening year (2026), year (2028), year (2030), year (2032), and future year (2050)
with project traffic volumes were developed by adding the total project trip assignment to the corresponding without
project peak hour traffic volumes. Detailed volume development worksheets are included in Appendix B.
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13
5.0 EXISTING CONDITIONS
This section discusses the existing transportation conditions in the study area.
5.1 Existing Roadway Conditions
Regional access to the project site is provided by Interstate 15 to the west. Local access is provided by the following
roadways:
Coyote Canyon Road is oriented in the northeast-southwest direction and is a two-lane roadway. On-street
parking is prohibited. The posted speed limit on Coyote Canyon Road is 40 miles per hour. Coyote Canyon
Road is classified as a Primary Highway in the City’s General Plan.
Duncan Canyon Road is oriented in the east-west direction and is a four-lane roadway east of Coyote Canyon
Road and a two-lane roadway east of the I-15 Northbound Ramps. On-street parking is prohibited. The speed
limit on Duncan Canyon Road is 35 miles per hour. Duncan Canyon Road is classified as a Primary Highway
east of the I-15 Ramps in the City’s General Plan.
Citrus Avenue is oriented in the north-south direction and is a two-lane roadway. On-street parking is
prohibited. The posted speed limit on Citrus Avenue is 45 miles per hour. Citrus Avenue is classified as a
Primary Highway in the City’s General Plan.
Cypress Avenue is oriented in the north-south direction and is a four-lane roadway. On-street parking is
prohibited. The posted speed limit on Cypress Avenue is 35 miles per hour. Cypress Avenue is classified as a
Primary Highway in the City’s General Plan.
Sierra Avenue is oriented in the north-south direction and is a three-lane roadway adjacent to the project from
Duncan Canyon Road to Segovia Lane. On-street parking is prohibited. The posted speed limit on Sierra
Avenue is 55 miles per hour. Sierra Avenue is classified as a Major Highway in the City’s General Plan.
Casa Grande Avenue is oriented in the east-west direction and is a four-lane roadway. On-street parking is
prohibited. The posted speed limit on Casa Grande Avenue is 35 miles per hour. Casa Grande Avenue is
classified as a Primary Highway in the City’s General Plan.
Summit Avenue is oriented in the east-west direction and is a four-lane roadway. On-street parking is
prohibited. The posted speed limit on Summit Avenue is 50 miles per hour. Summit Avenue is classified as a
Primary Highway in the City’s General Plan.
Sierra Lakes Parkway is oriented in the east-west direction and is a four-lane roadway. On-street parking is
prohibited. The posted speed limit on Sierra Lakes Parkway is 40 miles per hour. Sierra Lakes Parkway is
classified as a Primary Highway in the City’s General Plan.
Highland Avenue is oriented in the east-west direction and is a four-lane roadway. On-street parking is
prohibited. The posted speed limit on Highland Avenue is 40 miles per hour. Highland Avenue is classified as
a Primary Highway in the City’s General Plan.
Riverside Avenue is oriented in the southeast-northwest direction and is a two-lane roadway. On-street parking
is prohibited. The posted speed limit on Riverside Avenue is 50 miles per hour. Riverside Avenue is classified
as a Primary Highway in the City’s General Plan.
The City’s hierarchy of streets is illustrated in Figure 5.1.
5.2 Existing Transit Service
Public transportation services within the City of Fontana and near the proposed project include bus transit service
(Omnitrans) and commuter rail transportation (Metrolink). These services are further described below.
Bus Service. Public transportation in the City of Fontana is provided by Omnitrans, which is the regional transit operator
in San Bernardino County. The following transit routes operate near the project:
Route 82 provides transit service via Summit Avenue, Citrus Avenue, Beech Avenue, and Sierra Lakes
Parkway. Route 22 operates at 60-minute headways Monday through Friday and serves Rancho Cucamonga
and Sierra Lakes via Jurupa. Major stops include the Arrowhead Regional Medical Center.
Route 22 provides transit service via Riverside Avenue, Locust Avenue, and Linden Avenue. Route 22 operates
at 30-minute headways Monday through Friday and serves north and south Rialto. Major stops include the
Fontana Metrolink and Rancho Cucamonga Metrolink.
13
FIGURE 5.1
The Resort Village
City of Fontana's Hierarchy of Streets
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P:\Lewis - Arboretum\Analysis\xFigure 5-1 City of Fontana's Hierarchy of Streets (4/14/2025)14
The Resort Village
Traffic Impact Analysis
April 20, 2025
15
Commuter Rail Service. Commuter rail service is provided by Metrolink, which is operated by the Southern California
Regional Rail Authority (SCRRA). Metrolink train service is available between the counties of Ventura, Los Angeles, San
Bernardino, Orange, Riverside, and north San Diego. The area is served by the San Bernardino Line, which runs east-
west between the San Bernardino Station and the Los Angeles Union Station. Fontana Station is the nearest Metrolink
station to the project site and is approximately 5 miles from the project area. Figure 5.2 illustrates the transit lines within
the project area.
5.3 Existing Bicycle & Pedestrian Facilities
The City’s bikeway network includes three types of facilities and are discussed below:
Class I (Shared-Use Paths): A Class I bikeway is a shared-use path that allows for two-way off-street bicycle
use and also may be used by pedestrians, skaters, wheelchair users, joggers, and other non-motorized users.
Class II (Bicycle Lanes): A Class II bikeway is a bicycle lane that is a portion of the roadway that has been
designated by striping, signing, and pavement markings for the preferential and exclusive use of bicyclists.
Bicycle lanes are always located on both sides of the road (except one-way streets) and allow bicyclists to ride
in the same direction as adjacent motor vehicle traffic.
Class III (Bike Routes): Class III bikeways generally employ bikeway signage, and may also use pavement
markings, to guide bicyclists to popular destinations on low-volume, bike-friendly roadways.
Figure 5.3 illustrates the existing bike lanes within the project area. As shown in Figure 5.3, there are existing bike lanes
on Sierra Avenue, Cypress Avenue, and Citrus Avenue south of Duncan Canyon Road. In addition, Figure 5.3 also
illustrates the existing pedestrian facilities near the project. There are existing sidewalks on Sierra Avenue and Duncan
Canyon Road.
5.4 Existing Levels of Service
An intersection level of service analysis was conducted for existing conditions to determine current circulation system
performance. Figure 5.4 shows the existing lane geometrics and stop controls at the study intersections. Existing traffic
volumes at study intersections are shown in Figure 5.5. Detailed volume development worksheets are included in
Appendix B. The existing levels of service for the study area intersections are summarized in Table 5.A. Level of service
calculation worksheets are contained in Appendix C. As shown in Table 5.A, all study area intersections are currently
operating at satisfactory levels of service, with the exception of the following:
Duncan Canyon Road and John Previti Avenue (a.m. peak hour).
Citrus Avenue and Summit Avenue (p.m. peak hour).
Citrus Avenue and Sierra Lakes Parkway (p.m. peak hour).
Citrus Avenue and Highland Avenue (p.m. peak hour).
Sierra Avenue and Riverside Avenue (a.m. and p.m. peak hours).
Sierra Avenue and Ducan Canyon Road (a.m. peak hour).
Sierra Avenue and Summit Avenue (a.m. peak hour).
Sierra Avenue and Siera Lakes Parkway (p.m. peak hour).
Sierra Avenue and Highland Avenue (p.m. peak hour).
15
16
17
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramps 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande Dr 14 Arboretum Ave & Duncan Canyon Rd
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia 35 Sierra Ave & C-1 Retail Dwy 1
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramps 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 5.4
Legend
Signal Free-Right The Resort Village
Stop Sign Existing Intersection Geometrics and Stop Control
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the trans ortation solutions com any...
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P:\Lewis - Arboretum\Analysis\xFigure 5-4 Existing Intersection Geometrics and Stop Control 4/15/2025 18
[390/215 [85/71 [13/12 [78/39368/218 209/230 279/365 [99/115 [6/2 333/166 102/48Z Q T 96/88 Z Q T 86/118 Z Q T 460/211 611/358 Z Q 708/470 Z Q T 41/33 Z Q T 84/31
49/82 S R Y 7/22 S R Y 146/192 61/73 S R Y 5/1 S 68/47 S R Y 62/40 S R Y
159/221 207/183 261/161 \198/200 374/626 126/304 37/40
26/98 \10/9 \191/277 \36/20 \
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon R 7 Citrus Ave & Casa Grande Dr
[30/22 [76/163 [324/335 [282/340 [13/0396/272 110/229 7/4 248/170 [14/3 250/192Z Q T 127/111 Z Q T 340/448 Z T 373/366 Q Z Q T 83/109 Z Q 213/90 Z Q T 2/2
23/40 S R Y 24/56 S R Y R 301/393 S Y 228/155 S R Y 29/21 S 21/0 S R Y
248/318 90/266 3/2 292/245 86/108 133/253
210/200 \229/241 \403/321 \93/43 \20/45 \
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramp 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande 14 Arboretum Ave & Duncan Canyon Rd
[12/2160/148 2/2T23/17 Z Q T 8/10
143/190 R Y 2/1 S R Y
37/49 \1/2
29/16 \
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
[9/11 [7/869/35 135/133 11/17Z Q T 0/5 183/167 T 31/13 Z Q T 7/7
24/19 S R Y 180/220 131/186 R Y 11/9 S R Y
63/45 49/34 \53/21
32/23 \8/21 \
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
[121/853/6 [445/519 [69/16185/157 Z T 510/413 Q Q T 109/23 Q T 32/5
125/206 R 256/491 S Y Y Y
3/3
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29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
[7/1 [0/4[95/103 20/11 0/3 Q T 396/247 Z Q T 26/8 [0/5 Z T 0/4 Z Z Q T 1/17 Y 70/152 S R Y Y 0/2 S Y 64/102 S R 7/15 S R Y
9/27 85/42 \342/204 \174/118 \
46/27 \
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
[143/239 [314/456123/234 [282/434 294/186Z Q T 202/243 Z T 483/360 Z Z Q T 26/65
56/158 S R Y Y 293/236 S Y 373/403 S R Y
118/252 450/424 \225/272
361/710 \93/49 \
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramp 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 5.5
XXXX / YYYY AM / PM Peak Hour Volume (In PCEs) The Resort Village
Existing Peak Hour Traffic Volumes
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3
7
/
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Project Access
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P:\Lewis - Arboretum\Analysis\xFigure 5-5 Existing Peak Hour Traffic Volumes (4/19/2025)
19
LOS
Intersection Standard Jurisdiction Control Delay LOS Delay LOS
1: Beech Ave & Summit Ave C Fontana Signal 26.3 C 26.7 C
2: Coyote Canyon Rd & Duncan Canyon Rd C Fontana WSC 11.0 B 10.3 B
3: I-15 SB Ramps & Duncan Canyon Rd D Caltrans Signal 20.7 C 12.8 B
4: I-15 NB Ramps & Duncan Canyon Rd D Caltrans Signal 28.7 C 20.0 B
5: Duncan Canyon Rd & John Previti Ave C Fontana TWSC 25.1 D * 13.1 B
6: Citrus Ave & Duncan Canyon Rd C Fontana WSC 15.3 C 14.4 B
7: Citrus Ave & Casa Grande Dr C Fontana Signal 19.8 B 21.9 C
8: Citrus Ave & Summit Ave C Fontana Signal 28.7 C 44.3 D *
9: Citrus Ave & Sierra Lakes Pkwy C Fontana Signal 29.6 C 41.4 D *
10: Citrus Ave & SR-210 WB Ramps D Caltrans Signal 23.3 C 17.4 B
11: Citrus Ave & SR-210 EB Ramps D Caltrans Signal 24.9 C 15.9 B
12: Citrus Ave & Highland Ave C Fontana Signal 30.5 C 46.0 D *
13: Casa Grande Dr & Oak Grove Ave C Fontana TWSC 11.3 B 9.7
14: Arboretum Ave & Duncan Canyon Rd C Fontana WSC 9.8 9.0
15: Cypress Ave & Grapeland S C Fontana Roundabou
16: Cypress Ave & Arboretum Ave C Fontana TWSC
17: Cypress Ave & Terra Vista Dr C Fontana TWSC
18: Cypress Ave & ES N. Dwy C Fontana TWSC
19: Cypress Ave & ES S. Dwy C Fontana TWSC
20: Cypress Ave & Duncan Canyon Rd C Fontana WSC 9.1 8.7
21: Cypress Ave & Gardens Ave C Fontana WSC 7.8 7.7
22: Cypress Ave & Casa Grande Dr C Fontana WSC 8.6 8.1
23: Duncan Canyon Rd & ES Dwy 3 C Fontana TWSC
24: Cassava Dr & Grapeland S C Fontana TWSC
25: Cassava Dr & Terra Vista Dr C Fontana Roundabou
26: Cassava Dr & Duncan Canyon Rd C Fontana TWSC 12.1 B 11.2 B
27: Montelena Rd & Casa Grande Dr C Fontana TWSC 9.6 9.4
28: Terra Vista Dr & C-1 Retail Dwy 2 C Fontana TWSC
29: Terra Vista Dr & C-1 Retail Dwy 3 C Fontana TWSC
30: Duncan Canyon Rd & C-2 Retail Dwy 1 C Fontana TWSC
31: Sierra Ave & I-15 SB Ramps D Caltrans Signal 31.4 C 12.4 B
32: Sierra Ave & I-15 NB Ramps D Caltrans Signal 15.0 B 19.6 B
33: Sierra Ave & Riverside Ave C Fontana WSC 87.6 F * >100 F *
34: Sierra Ave & Grapeland St-Segovia Ave C Fontana TWSC 21.0 C 16.0 C
35: Sierra Ave & C-1 Retail Dwy 1 C Fontana TWSC
36: Sierra Ave & Terra Vista Dr C Fontana Signal 22.9 C 19.7 B
37: Sierra Ave & C-2 Retail Dwy 2 C Fontana TWSC
38: Sierra Ave & Duncan Canyon Rd C Fontana Signal 39.2 D * 15.5 B
39: Sierra Ave & Fieldcress Dr C Fontana TWSC
40: Sierra Ave & Casa Grande Dr C Fontana TWSC 13.7 B 16.6 C
41: Sierra Ave & Summit Ave C Fontana Signal 45.9 D * 25.8 C
42: Sierra Ave & Clubhouse Dr C Fontana Signal 26.3 C 16.2 B
43: Sierra Ave & Sierra Lakes Pkwy C Fontana Signal 31.2 C 71.5 E *
44: Sierra Ave & SR-210 WB Ramps D Caltrans Signal 15.2 B 20.9 C
45: Sierra Ave & SR-210 EB Ramps D Caltrans Signal 13.7 B 12.5 B
46: Sierra Ave & Highland Ave C Fontana Signal 34.3 C 81.7 F *
*Exceeds LOS Standard
TWSC = Two-Way Stop Control; For TWSC intersections, reported delay is for worst-case approach/movement.
LOS = Level of Service
Not Analyzed
Future Intersection
Future Intersection
Future Intersection
Future Intersection
Future Intersection
Future Intersection
Future Intersection
Future Intersection
Not Analyzed
Future Intersection
Future Intersection
Future Intersection
Table 5.A: Existing Levels of Service
Without Project
AM Peak Hour PM Peak Hour
P:\Lewis - Arboretum\Analysis\LOS\Existing
20
The Resort Village
Traffic Impact Analysis
April 20, 2025
21
6.0 OPENING YEAR (2026) PHASE 1 CONDITIONS
This section discusses the opening year (2026) phase 1 traffic operations analyses within the study area.
6.1 Opening Year (2026) Phase 1 Roadway Conditions
Opening year (2026) roadway conditions are assumed to be the same as those under existing conditions.
6.2 Opening Year (2026) Phase 1 Transit Service
Transit service under opening year (2026) phase 1 conditions is anticipated to remain the same as under existing
conditions.
6.3 Opening Year (2026) Phase 1 Bicycle & Pedestrian Facilities
Pedestrian and bicycle facilities under opening year (2026) phase 1 conditions are anticipated to remain the same as
under existing conditions, however, the City’s Community and Mobility Circulation Plan includes proposed bike lanes
within the study area. Figure 6.1 illustrates the proposed bike lanes throughout the city. As shown in Figure 6.1, there
are no proposed bike lanes on Duncan Canyon Road and Sierra Avenue within the project area. In addition, bike and
pedestrian facilities within the project site are shown in previously referenced Figure 5.3.
6.4 Opening Year (2026) Phase 1 Land Uses and Circulation
Opening year (2026) Phase 1 includes the Elementary School and the Retail C-1 planning areas. Previously referenced
Figure 1 illustrates the land use plan and shows the location of these planning areas. The Elementary School is located
on the northeast corner of Cypress Avenue/Duncan Canyon Road. The Retail C-1 planning area is located on the
northwest corner of Sierra Avenue/Terra Vista Drive.
Opening Year (2026) Phase 1 includes the following land uses:
46,362 square feet of Supermarket.
7,784 square feet of Fast-Food Restaurant.
22,540 square feet of Retail.
700 student Elementary School.
Opening Year (2026) Phase 1 includes the following circulation network:
Terra Vista Drive extends west to the C-1 retail driveways.
Cypress Avenue extends north to the northerly project limits of the elementary school.
6.5 Opening Year (2026) Phase 1 Project Trip Generation
Opening Year (2026) Phase 1 Trip Generation Rates
The trip generation for Opening Year (2026) Phase 1 was developed based on rates included in the Institute of
Transportation Engineers’ (ITE) Trip Generation (11th Edition). The rates included are Land Use 850 “Supermarket”,
Land Use 934 “Fast-Food Restaurant with Drive-Through Window”, Land Use 822 “Strip Retail Plaza, and Land Use 520
“Elementary School”.
Opening Year (2026) Phase 1 Elementary School Trips
Based on discussion with City staff, it is anticipated that 700 students will attend the Elementary School from the Fontana
Unified School District. Table 6.A shows the trip generation for the Elementary School. As shown in Table 6.A, the total
trip generation for the Elementary School is 518 trips in the a.m. peak hour, 112 trips in the p.m. peak hour, and 1,589
daily trips. To differentiate between student and staff trips, it was assumed that the difference between the inbound and
outbound total trip generation for the school would be staff trips. For example, in the a.m. peak hour, the school is
anticipated to generate 280 inbound trips and 238 outbound trips. The difference between the inbound and outbound is
42 trips (280 – 238). This difference is assumed to be staff who would travel inbound in the a.m. peak hour and stay for
the remainder of the day. Similarly, in the p.m. peak hour, the school is anticipated to generate 52 inbound trips and 60
21
FIGURE 6.1
The Resort Village
City of Fontana's Proposed Bike Facilities
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P:\Lewis - Arboretum\Analysis\xFigure 6-1 City of Fontana's Proposed Bike Facilities (4/15/2025)22
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Land Use In Out Total In Out Total Daily
Supermarket (C-1 Retail)
Trip Generation Rates 1 Per TSF 1.69 1.17 2.86 4.48 4.48 8.95 93.84
Trip Generation 46.362 78 55 133 207 208 415 4,351
Internal Trips 2 (6) (7) (13) (34) (26) (61) (631)
Net After Internal Trips 72 48 120 173 182 354 3,720
Pass By Rate 3 0%24% 24%
Pass By Trips 0 0 0 (42) (43) (85) (893)
Net After Pass-By 72 48 120 131 139 269 2,827
Fast-Food W/Drive-Thru (C-1 Retail)
Trip Generation Rates 4 Per TSF 22.75 21.86 44.61 17.18 15.85 33.03 467.48
Trip Generation 7.784 177 170 347 134 124 258 3,639
Internal Trips 2 (10) (9) (19) (39) (51) (90) (528)
Net After Internal Trips 167 161 328 95 73 168 3,111
Pass By Rate 5 50%55% 24%
Pass By Trips (82) (82) (164) (46) (46) (92) (747)
Net After Pass-By 85 79 164 49 27 76 2,364
Shops (C-1 Retail)
Trip Generation Rates 6 Per TSF 1.42 0.94 2.36 3.30 3.30 6.59 54.45
Trip Generation 22.540 32 21 53 74 75 149 1,227
Internal Trips 2 (3) (3) (6) (17) (13) (29) (178)
Net After Internal Trips 29 18 47 57 62 120 1,049
Pass By Rate 7 0%29% 29%
Pass By Trips 0 0 0 (17) (18) (35) (304)
Net After Pass-By 29 18 47 40 44 85 745
Table 6.A: Opening Year (2026) Phase 1 Project Trip Generation
A.M. Peak Hour P.M. Peak Hour
Units
Trip Gen V3\Trip Gen Phase 1 2026
23
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Elementary School
Trip Generation Rates 8 0.40 0.34 0.74 0.07 0.09 0.16 2.27
Total Trip Generation 700 STU 280 238 518 52 60 112 1,589
Student Trip Generation 700 STU 238 238 476 52 52 104 1,539
Staff Trip Generation 42 0 42 0 8 8 50
Internal Trips to/from Retail (19) (19) (38) (90) (90) (180) (1,338)
Total Net External Trips 466 383 849 272 270 542 7,524
1
2
3
4
5
6
7
8
9
Trip generation based on rates for Land Use 822 - "Strip Retail Plaza (<40k)" from Institute of Transportation Engineers' (ITE) Trip Generation (11th Edition).
Notes: DU = Dwelling Unit, TSF = 1,000 Square Feet, STU = Students
Trip generation based on rates for Land Use 850 - "Supermarket" from Institute of Transportation Engineers' (ITE) Trip Generation (11th Edition).
Daily Pass-by rates for Land Use 850 are based on ITE Trip Generation (11th Edition). Rates for daily are assumed to be the same as p.m. peak hour rates.
Trip generation based on rates for Land Use 934 - "Fast-Food Restaurant with Drive-Through Window" from Institute of Transportation Engineers' (ITE) Trip Generation
(11th Edition).
Daily Pass-by rates for Land Use 934 are based on ITE Trip Generation (11th Edition). Rates for daily are assumed to be the same as p.m. peak hour rates.
Internal trips based on NCHRP Report 684.
Daily Pass-by rates for Land Use 820 were used since they are lower than rates for 822. The reates are based on ITE Trip Generation (11th Edition). Rates for daily are
assumed to be the same as p.m. peak hour rates.
Trip generation based on rates for Land Use 520 - "Elementary School" from Institute of Transportation Engineers' (ITE) Trip Generation (11th Edition).
Project Students based on FUSD Student Generation Factors.
Trip Gen V3\Trip Gen Phase 1 2026
24
The Resort Village
Traffic Impact Analysis
April 20, 2025
25
outbound trips. The difference between the inbound and outbound is 8 trips (52 – 60). This difference is assumed to be
staff who would travel outbound in the pm. peak hour. Table 6.A shows the staff trip generation. The staff trip generation
was subtracted from the total trip generation to develop the student trip generation. Table 6.A shows the student trip
generation. As shown in Table 6.A, the number of student trips is 476 in the a.m. peak hour, 104 in the p.m. peak hour,
and 1,539 daily trips. In addition, to provide a conservative analysis, the school staff was assumed to come from outside
the Arboretum Specific Plan.
Opening Year (2026) Phase 1 Pass-by Trips
Opening year (2026) Phase 1 Pass-by trips are existing vehicle trips that are already traveling on a roadway and choose
to make a quick stop at a nearby commercial establishment as part of their existing route and without significantly altering
their original path of travel. They are not considered new trips generated by the project itself. Pass-by trips for the retail
portions of the project are based on several rates from ITE Trip Generation (11th Edition). Table 6.A shows the pass-by
trips for Opening Year (2026) Phase 1.
Opening Year (2026) Phase 1 Internal Trips
Opening Year (2026) Phase 1 trips that would be internal to the project for the retail uses were calculated using the
NCHRP Report 684 Internal Trip Capture Estimation Tool. Based on the Tool, the internal trips are anticipated to be 38
trips in the a.m. peak hour, 180 trips in the p.m. peak hour, and 1,338 daily trips. Table 6.A shows the internal trips for
Opening Year (2026) Phase 1.
Opening Year (2026) Phase 1 Net External Trips
Table 6.A shows the net external trip generation for Opening Year (2026) Phase 1. As shown in Table 6.A, after
accounting for pass-by, internal trips, and elementary school student trips, Opening Year (2026) Phase 1 is anticipated
to generate 849 net external a.m. peak hour trips, 542 net external p.m. peak hour trips, and 7,524 net external daily
trips.
6.6 Opening Year (2026) Phase 1 Project Trip Distribution & Assignment
Opening Year (2026) Phase 1 Retail Trip Distribution and Assignment
The Retail C-1 planning area will be located on the northwest corner of Sierra Avenue and Terra Vista Drive. The location
of the driveways for the C-1 Retail center on Terra Vista Drive are shown in previously referenced Figure 2.2. The C-1
Retail Center includes two driveways on Terra Vista Drive and one driveway on Sierra Avenue. The driveway on Sierra
Avenue is a full-access driveway. The western driveway on Terra Vista Drive is a left-in/left-out-access driveway. The
eastern driveway on Terra Vista Drive is a right-in/right-out driveway.
The trip distributions for the retail uses are based on a select zone model run from SBTAM, local and regional
destinations, and discussion with City staff. It should also be noted that volumes at some intersections may be
unbalanced to account for local land uses. The trip distribution at all study intersections for the C-1 Retail Center under
Opening Year (2026) Phase 1 is shown in Figure 6.2. In addition, separate inbound and outbound figures are provided
to give a clearer view of the distribution percentages in and around the C-1 Retail Center. Figures 6.3 and 6.4 illustrate
the inbound and outbound trip distributions for the C-1 Retail Center under Opening Year (2026) Phase 1. The pass-by
trip distribution for the C-1 retail Center is shown in Figure 6.5. The resulting C-1 Retail Center trip assignment for the
a.m. and p.m. peak hours are shown in Figure 6.6.
Opening Year (2026) Phase 1 Elementary School Trip Distribution and Assignment
The elementary school will be located on the northeast corner of Cypress Avenue and Duncan Canyon Road. Two
driveways will be located on Cypress Avenue and one driveway will be located on Duncan Canyon Road. The northern
driveway on Cypress Avenue is assumed to be full-access and the southern driveway on Cypress Avenue is assumed
to be right-out only. In addition, the driveway on Ducan Canyon Road is assumed to be left-in/right-in access only.
25
[(0.2%)(11.4%)(21.2%)Q (2%)(11.4%)T (8.6%)(20%)(20%)T (5%) T (6.8%)
2%11.4%11.4%11.4% Y 20%21.2% Y Y
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
Z Z Z Z T (0.9%)(6.8%)(26.2%)
5.4%S 0.5%S 1.4%S 1.2%S Y 6.8%26.2%
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramp 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande 14 Arboretum Ave & Duncan Canyon Rd
(26.2%)T (1%)
26.2% Y
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
(6.8%)(27.2%)(27.2%)(6.8%)Q
6.8% 27.2%27.2%6.8%
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
[40%(27.2%)T 10.9% T 21.9% Z
(30%)27.2% R 4%\ Y Y (26.8%)S R
(43.2%)\
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
Z Z Q [2.2% Z
(10%)S R 27.2%S 6.8%S 0.7%S
(20%)\
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
Z [0.4%Z Z Q [0.8% 2.2%S 3.2%S
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramp 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 6.2
XX%(YY%)Inbound%(Outbound%) Distribution The Resort Village
Opening Year (2026) Phase 1 - C-1 Retail - Project Trip Distribution
(3
0
%
)
1%
0.
9
%
(1
.
2
%
)
(0
.
6
%
)
0.
6
%
(3
.
2
%
)
(1
%
)
1%
(1
%
)
(3
6
%
)
(6
.
8
%
)
(2
7
%
)
14
.
9
%
(3
6
.
8
%
)
23
.
2
%
(1
0
%
)
36
.
8
%
36
.
8
%
10
.
9
%
(6
3
.
2
%
)
63
.
2
%
(4
%
)
(1
0
.
9
%
)
(2
1
.
9
%
)
(3
6
%
)
(1
4
.
9
%
)
(2
7
.
2
%
)
1%
(4
%
)
8.
6
%
6.
8
%
2.
3
%
5%
(2
.
3
%
)
3.
2
%
(0
.
5
%
)
3.
7
%
0.
2
%
(2
.
2
%
)
36
%
36
%
(1
.
8
%
)
(3
.
7
%
)
(1
.
8
%
)
(1
.
4
%
)
(1
8
%
)
(0
.
7
%
)
(1
7
.
3
%
)
18
%
27
%
(5
.
4
%
)
16
.
9
%
17
.
3
%
1.
8
%
3.
2
%
(1
7
.
3
%
)
(3
.
2
%
)
(1
0
.
7
%
)
(0
.
8
%
)
(4
3
.
2
%
)
40
%
23
.
2
%
(1
5
.
1
%
)
(1
4
.
7
%
)
(2
.
2
%
)
(0
.
4
%
)
17
.
3
%
10
.
7
%
14
.
7
%
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P:\Lewis - Arboretum\Analysis\xFigure 6-2 Opening Year (2026) Phase 1 - C-1 Retail - Project Trip Distribution (4/15/2025)
26
[40%Z R R
28 C-1 Retail Dwy 2 & Terra Vista Dr 29 C-1 Retail Dwy 3 & Terra Vista Dr 35 Sierra Ave & C-1 Retail Dwy 1 36 Sierra Ave & Terra Vista Dr
FIGURE 6.3
XX%(YY%)Outbound%(%) Distribution The Resort Village
Opening Year (2026) Phase 1 - C-1 Retail - Inbound Trip Distribution @ Driveways
36
.
8
%
23
.
2
%
40
%
23
.
2
%
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P:\Lewis - Arboretum\Analysis\xFigure 6-3 Opening Year (2026) Phase 1 - C-1 Retail - Inbound Trip Distribution @ Driveways (4/15/2025)27
Q
(30%(26.8%S (10%S
(43.2%\(20%\
28 C-1 Retail Dwy 2 & Terra Vista Dr 29 C-1 Retail Dwy 3 & Terra Vista Dr 35 Sierra Ave & C-1 Retail Dwy 1 36 Sierra Ave & Terra Vista Dr
FIGURE 6.4
XX%(YY%)Outbound%(%) Distribution The Resort Village
Opening Year (2026) Phase 1 - C-1 Retail - Outbound Trip Distribution @ Driveways
(4
3
.
2
%
)
(1
0
%
)
(3
0
%
)
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P:\Lewis - Arboretum\Analysis\xFigure 6-4 Opening Year (2026) Phase 1 - C-1 Retail - Outbound Trip Distribution @ Driveways (4/15/2025)28
Z
(50%S R
(50%\
28 C-1 Retail Dwy 2 & Terra Vista Dr 29 C-1 Retail Dwy 3 & Terra Vista Dr 35 Sierra Ave & C-1 Retail Dwy 1 36 Sierra Ave & Terra Vista Dr
FIGURE 6.5
XX%(YY%)Outbound%(%) Distribution The Resort Village
Opening Year (2026) Phase 1 - C-1 Retail - Pass-by Trip Distribution
50
%
-5
0
%
50
%
-5
0
%
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P:\Lewis - Arboretum\Analysis\xFigure 6-5 Opening Year (2026) Phase 1 - C-1 Retail - Pass-by Trip Distribution (4/15/2025)29
17/24 31/453/4 17/24 T 12/18 29/42 29/42 T 7/11 T 10/14
4/4 21/25 21/25 21/25 Y 37/44 39/47 Y Y
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
Z Z Z Z T 1/2 10/14 38/55
10/12 S 1/1 S 3/3 S 2/3 S Y 13/15 49/58
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramp 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande 14 Arboretum Ave & Duncan Canyon Rd
38/55T1/2
49/58 Y
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
10/14 39/57 39/57 10/14 Q
13/15 51/60 51/60 13/15
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
[74/88 39/57 T 20/24 T 41/48 Z
44/63 51/60 R 7/9 \ Y Y 39/56 S R
63/91 \
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
Z Z Q [4/5 Z
15/21 S R 51/60 S 13/15 S 1/2 S
29/42 \
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
Z [1/1 Z Z Q [1/2 4/5 S 6/7 S
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramp 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 6.6
XX/YY AM/PM Peak Hour Project Trips The Resort Village
Opening Year (2026) Phase 1 - C-1 Retail - Project Trip Assignment
44
/
6
3
2/
2
2/
2
2/
3
1/
1
1/
1
5/
7
1/
2
2/
2
1/
2
52
/
7
6
10
/
1
4
39
/
5
7
28
/
3
3
53
/
7
7
43
/
5
1
15
/
2
1
68
/
8
1
68
/
8
1
20
/
2
4
92
/
1
3
3
11
8
/
1
3
9
6/
8
16
/
2
3
32
/
4
6
52
/
7
6
22
/
3
1
39
/
5
7
2/
2
6/
8
16
/
1
9
13
/
1
5
4/
5
9/
1
1
3/
5
6/
7
1/
1
7/
8
3/
5
67
/
7
9
67
/
7
9
3/
4
5/
8
3/
4
2/
3
26
/
3
8
1/
1
25
/
3
6
33
/
4
0
50
/
5
9
8/
1
1
31
/
3
7
32
/
3
8
3/
4
6/
7
25
/
3
6
5/
7
16
/
2
2
1/
2
63
/
9
1
74
/
8
8
43
/
5
1
22
/
3
2
21
/
3
1
3/
5
1/
1
32
/
3
8
20
/
2
4
27
/
3
2
the trans ortation solutions com any..
P:\Lewis - Arboretum\Analysis\xFigure 6-6 Opening Year (2026) Phase 1 - C-1 Retail - Project Trip Assignment (4/15/2025)
30
The Resort Village
Traffic Impact Analysis
April 20, 2025
31
As stated in the project trip generation section, the staff for the Elementary School are assumed to travel from outside
the project area and the students are assumed to be local trips. Therefore, two separate distributions were developed
for student and staff trips. The elementary school student trips were distributed based on discussion with City staff. The
elementary school trip distribution for school students at all study intersections under Opening Year (2026) Phase 1 is
shown in Figure 6.7. In addition, separate inbound and outbound figures are provided to give a clearer view of the
distribution percentages in and around the elementary school. Figures 6.8 and 6.9 illustrate the inbound and outbound
trip distribution for the school students at the school driveways under Opening Year (2026) Phase 1. The resulting trip
assignment at all study intersections is shown in Figure 6.10.
The elementary school staff trips were distributed based on local and regional destinations. The elementary school trip
distribution for school staff at all study intersections under Opening Year (2026) Phase 1 is shown in Figure 6.11. In
addition, separate inbound and outbound figures are provided to give a clearer view of the distribution percentages in
and around the elementary school. Figures 6.12 and 6.13 illustrate the inbound and outbound trip distribution for the
school staff at the school driveways under Opening Year (2026) Phase 1. The resulting trip assignment at all study
intersections is shown in Figure 6.14.
Opening Year (2026) Phase 1 Total Trip Assignment
The opening year (2026) Phase 1 total trip assignment is shown in Figure 6.15.
6.7 Opening Year (2026) Phase 1 Without Project Levels of Service
An intersection level of service analysis was conducted for opening year (2026) phase 1 without project conditions to
determine circulation system performance. Opening year (2026) phase 1 without project traffic volumes at study
intersections are shown in Figure 6.16. Detailed volume development worksheets are included in Appendix B. Opening
year (2026) phase 1 without project levels of service for the study area intersections are summarized in Table 6.B. Level
of service calculation worksheets are contained in Appendix C. As shown in Table 6.B, all study area intersections are
forecast to operate at satisfactory levels of service, with the exception of the following:
John Previti Avenue and Duncan Canyon Road (a.m. peak hour).
Citrus Avenue and Summit Avenue (p.m. peak hour).
Citrus Avenue and Sierra Lakes Parkway (p.m. peak hour).
Citrus Avenue and Highland Avenue (p.m. peak hour).
Sierra Avenue and Riverside Avenue (a.m. and p.m. peak hours).
Sierra Avenue and Ducan Canyon Road (a.m. peak hour).
Sierra Avenue and Summit Avenue (a.m. peak hour).
Sierra Avenue and Siera Lakes Parkway (p.m. peak hour).
Sierra Avenue and Highland Avenue (a.m. and p.m. peak hours).
6.8 Opening Year (2026) Phase 1 With Project Levels of Service
An intersection level of service analysis was conducted for opening year (2026) phase 1 with project conditions to
determine circulation system performance. Opening year (2026) phase 1 with project geometrics and stop controls at
study intersections are shown in Figure 6.17. Opening year (2026) phase 1 with project traffic volumes at study
intersections are shown in Figure 6.18. Detailed volume development worksheets are included in Appendix B. Opening
year (2026) phase 1 with project levels of service for the study area intersections are summarized in Table 6.B. Level of
service calculation worksheets are contained in Appendix C. As shown in Table 6.B, all study area intersections are
forecast to operate at satisfactory levels of service, with the exception of the following:
John Previti Avenue and Duncan Canyon Road (a.m. peak hour).
Citrus Avenue and Summit Avenue (p.m. peak hour).
Citrus Avenue and Sierra Lakes Parkway (p.m. peak hour).
31
(12%)(3%)Q [(12%)(12%)(12%)(12%)T (14%)T (10%)
12%12%12%12% Y 3% Y
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
[(2%)(26%)Q (13%)T (10%)
13%26% Y
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramp 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande 14 Arboretum Ave & Duncan Canyon Rd
T (7%) [(93%)Z Z Q [5%R 36% Y 5%S
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
Z Q [8%[10%Z
15%S 90%S R (13%)S
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramp 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 6.7
XX%(YY%)Inbound%(Outbound%) Distribution The Resort Village
Opening Year (2026) Phase 1 - Elementary School Students - Project Trip Distribution
8%
(1
5
%
)
(2
1
%
)
54
%
(5
%
)
(6
4
%
)
(3
6
%
)
2%
10
%
(4
9
%
)
(1
0
%
)
44
%
(1
3
%
)
10
%
21
%
(1
0
0
%
)
12
%
(9
3
%
)
10
%
14
%
the trans ortation solutions com any..
P:\Lewis - Arboretum\Analysis\xFigure 6-7 Opening Year (2026) Phase 1 - Elementary School Students - Project Trip Distribution (4/15/2025)
32
[10%
36% Y 90%S
18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 23 ES Dwy 3 & Duncan Canyon Rd
FIGURE 6.8
XX%(YY%)Outbound%(%) Distribution The Resort Village
Opening Year (2026) Phase 1 - Elementary School Students - Inbound Trip Distribution @ Driveways
54
%
the trans ortation solutions com any...
P:\Lewis - Arboretum\Analysis\xFigure 6-8 Opening Year (2026) Phase 1 - Elementary School Students - Inbound Trip Distribution @ Driveways (4/15/2025)33
T (7% [(93%Z D
18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 23 ES Dwy 3 & Duncan Canyon Rd
FIGURE 6.9
XX%(YY%)Outbound%(%) Distribution The Resort Village
Opening Year (2026) Phase 1 - Elementary School Students - Outbound Trip Distribution @ Driveways
(9
3
%
)
(1
0
0
%
)
(3
6
%
)
(6
4
%
)
the trans ortation solutions com any...
P:\Lewis - Arboretum\Analysis\xFigure 6-9 Opening Year (2026) Phase 1 - Elementary School Students - Outbound Trip Distribution @ Driveways (4/15/2025)34
29/6 7/2Q [29/6 29/6 29/6 29/6 T 33/7 T 24/5
29/6 29/6 29/6 29/6 Y 7/2 Y
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
[5/1 62/14Q 31/7 T 24/5
31/7 62/14 Y
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramp 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande 14 Arboretum Ave & Duncan Canyon Rd
T 17/4 [221/48 Z Z Q [12/3R86/19 Y 12/3 S
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
Z Q [19/4 [24/5 Z
36/8 S 214/47 S R 31/7 S
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramp 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 6.10
XX/YY AM/PM Peak Hour Project Trips The Resort Village
Opening Year (2026) Phase 1 - Elementary School Students - Project Trip Assignment
19
/
4
36
/
8
50
/
1
1
12
9
/
2
8
12
/
3
15
2
/
3
3
86
/
1
9
5/
1
24
/
5
11
7
/
2
5
24
/
5
10
5
/
2
3
31
/
7
24
/
5
50
/
1
1
23
8
/
5
2
29
/
6
22
1
/
4
8
24
/
5
33
/
7
the trans ortation solutions com any..
P:\Lewis - Arboretum\Analysis\xFigure 6-10 Opening Year (2026) Phase 1 - Elementary School Students - Project Trip Assignment (4/15/2025)
35
(10%)(45%)(10%)T (35%)(45%)(45%)T (5%)
10%10%10% Y 45%45% Y
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
Z (50%)
1%S 50%
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramp 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande 14 Arboretum Ave & Duncan Canyon Rd
T (20%) [(80%)Z Q [10%R Y 10%S
40%
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
[40%10%50%
40%S (50%)
(50%)
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
50%T 15% T 10%
(50%)Y Y
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
Z Z (25%)S R 2%S
(25%)\
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
Z Q [2% Z Q [3%
1%S 2%S
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramp 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 6.11
XX%(YY%)Inbound%(Outbound%) Distribution The Resort Village
Opening Year (2026) Phase 1 - Elementary School Staff - Project Trip Distribution
(5
0
%
)
(5
0
%
)
(3
%
)
3%
(3
%
)
(2
5
%
)
15
%
(2
5
%
)
(2
5
%
)
25
%
25
%
20
%
15
%
25
%
(2
5
%
)
(1
5
%
)
(1
0
%
)
25
%
(1
5
%
)
(1
0
0
%
)
(8
0
%
)
20
%
35
%5%
(5
%
)
3%4%
(2
5
%
)
25
%
25
%
(3
%
)
(4
%
)
(3
%
)
(2
5
%
)
(2
%
)
(2
3
%
)
25
%
25
%
(1
%
)
20
%
23
%
3%3%
(2
%
)
(2
%
)
(1
5
%
)
(3
%
)
(1
%
)
25
%
(2
5
%
)
(2
0
%
)
(2
0
%
)
(2
0
%
)
20
%
15
%
20
%
the trans ortation solutions com any..
P:\Lewis - Arboretum\Analysis\xFigure 6-11 Opening Year (2026) Phase 1 - Elementary School Staff - Project Trip Distribution (4/15/2025)
36
[40%[10%10%Y 10%S 40%S
40%
18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 23 ES Dwy 3 & Duncan Canyon Rd
FIGURE 6.12
XX%(YY%)Outbound%(%) Distribution The Resort Village
Opening Year (2026) Phase 1 - Elementary School Staff - Inbound Trip Distribution @ Driveways
20
%
20
%
the trans ortation solutions com any...
P:\Lewis - Arboretum\Analysis\xFigure 6-12 Opening Year (2026) Phase 1 - Elementary School Staff - Inbound Trip Distribution @ Driveways (4/15/2025)37
T (20% [(80%Z QD (50%
18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 23 ES Dwy 3 & Duncan Canyon Rd
FIGURE 6.13
XX%(YY%)Outbound%(%) Distribution The Resort Village
Opening Year (2026) Phase 1 - Elementary School Staff - Outbound Trip Distribution @ Driveways
(5
0
%
)
(5
0
%
)
(1
0
0
%
)
(8
0
%
)
the trans ortation solutions com any...
P:\Lewis - Arboretum\Analysis\xFigure 6-13 Opening Year (2026) Phase 1 - Elementary School Staff - Outbound Trip Distribution @ Driveways (4/15/2025)38
0/10/1 T 0/3 0/4 0/4 0/4
4/0 4/0 4/0 Y 19/0 19/0 Y
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
0/4 21/0
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramp 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande 14 Arboretum Ave & Duncan Canyon Rd
T 0/2 [0/6 Z Q [4/0R Y 4/0 S
17/0
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
[17/04/0 21/0
17/0 S 0/4
0/4
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
21/0 T 6/0 T 4/0
0/4 Y Y
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
Z 0/2 S R 1/0 S
0/2 \
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
[1/0 [1/0 1/0 S
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramp 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 6.14
XX/YY AM/PM Peak Hour Project Trips The Resort Village
Opening Year (2026) Phase 1 - Elementary School Staff - Project Trip Assignment
0/
2
0/
2
8/
0
6/
0
8/
0
0/
1
11
/
0
0/
2
10
/
0
1/
0
1/
0
0/
2
8/
0
0/
2
0/
2
11
/
0
11
/
0
0/
2
11
/
0
11
/
0
2/
0
1/
0
15
/
0
2/
0
0/
6
8/
0
0/
8
0/
1
0/
1
11
/
0
0/
1
11
/
0
0/
2
8/
0
6/
0
0/
2
6/
0
0/
2
0/
2
11
/
0
11
/
0
0
/
4
0/
4
1/
0
the trans ortation solutions com any..
P:\Lewis - Arboretum\Analysis\xFigure 6-14 Opening Year (2026) Phase 1 - Elementary School Staff - Project Trip Assignment (4/15/2025)
39
[29/6 46/31 60/55 7/23/4 Q 17/25 T 12/21 58/52 58/52 T 40/18 T 34/19
4/4 25/25 54/31 54/31 Y 85/50 87/53 Y 7/2 Y
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
[5/1 100/73Z Z Z Z T 1/2 Q 41/21 T 24/5
10/12 S 1/1 S 3/3 S 2/3 S Y 44/22 132/72 Y
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramp 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande 14 Arboretum Ave & Duncan Canyon Rd
[4/038/55T17/6 [221/54 Z Q T 1/2 Z Q [12/3R Y 4/0 S Y 12/3 S
152/77
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
[19/4 [41/5Z Q 10/14 43/57 60/57 Z 10/14 Q
36/8 S 231/47 S 51/64 R 31/7 S
13/15 51/64 13/15
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
[74/88 60/57 T 26/24 T 45/48 Z
44/63 51/64 R 7/9 \ Y Y 80/110 S R
104/145 \
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
Z Z Q [4/5 Z
15/21 S R 51/62 S R 13/15 S 2/2 S
29/42 \0/2 \
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
[1/0 Z [1/1 Z Z Q [2/2 4/5 S 7/7 S
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramp 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 6.15
XX/YY AM/PM Peak Hour Project Trips The Resort Village
Opening Year (2026) Phase 1 - Total Project Trip Assignment
22
/
3
4
21
/
3
3
3/
5
1/
1
40
/
3
8
26
/
2
4
35
/
3
2
5/
7
16
/
2
3
1/
2
74
/
9
1
74
/
8
8
43
/
5
3
42
/
3
8
4/
4
7/
7
25
/
3
8
39
/
3
7
8/
1
1
5/
8
3/
4
2/
3
26
/
4
0
1/
1
25
/
3
8
44
/
4
0
61
/
5
9
3/
5
11
/
0
67
/
7
9
78
/
7
9
3/
4
9/
8
7/
7
1/
1
31
/
1
9
37
/
2
0
4/
5
44
/
1
8
3/
5
29
/
6
22
1
/
5
4
8/
0
86
/
2
3
23
8
/
6
0
52
/
1
3
6/
8
6/
8
16
/
2
4
32
/
4
7
52
/
7
6
22
/
3
2
50
/
5
7
10
3
/
1
3
3
11
8
/
1
4
1
8/
0
26
/
2
4
24
/
5
52
/
7
8
10
/
1
4
39
/
5
9
34
/
3
3
53
/
7
9
84
/
1
0
4
-2
6
/
-
3
0
10
9
/
1
3
4
-3
0
/
-
5
3
79
/
8
1
31
/
7
24
/
5
11
8
/
2
7
24
/
5
10
7
/
2
5
12
/
3
2/
2
0/
4
15
2
/
3
3
2/
3
5/
1
1/
1
2/
1
5/
7
44
/
6
3
13
1
/
3
0
19
/
4
36
/
8
51
/
1
3
the trans ortation solutions com any..
P:\Lewis - Arboretum\Analysis\xFigure 6-15 Opening Year (2026) Phase 1 - Total Project Trip Assignment (4/15/2025)
40
[406/219 [100/78 [9/4 [20/28 [158/62392/225 247/252 334/405 [101/116 775/496 352/178 107/53Z Q T 96/89 Z Q T 101/129 Z Q T 495/223 698/401 Z Q T 5/5 Z Q T 54/48 Z Q T 99/58
53/85 S R Y 8/24 S R Y 169/252 61/81 S R Y 24/15 S R 68/47 S R Y 66/40 S R Y
163/235 228/215 279/162 \227/264 385/683 136/325 37/49
26/101 \11/10 \11/11 \201/319 \36/20 \
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon R 7 Citrus Ave & Casa Grande Dr
[38/35 [77/168 [330/344 [285/357 [13/0449/294 110/230 7/4 255/184 [20/5 269/216Z Q T 127/111 Z Q T 341/450 Z T 383/367 Q Z Q T 87/113 Z Q 302/140 Z Q T 2/2
30/53 S R Y 24/60 S R Y R 303/397 S Y 232/160 S R Y 30/33 S 32/2 S R Y
256/333 90/267 3/2 313/267 105/221 153/305
211/201 \230/242 \407/325 \98/44 \23/49 \
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramp 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande 14 Arboretum Ave & Duncan Canyon Rd
[5/4 [14/3180/171 4/7 T 23/33 Z Q T 13/11
158/243 R Y 2/2 S R Y
39/50 \4/10
36/18 \
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
[9/12 [10/13129/72 155/175 55/42Z Q T 0/5 208/211 T 33/34 Z Q T 15/14
26/41 S R Y 195/282 143/246 R Y 12/20 S R Y
82/113 52/37 \69/40
34/54 \10/60 \
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
[122/853/6 [480/586 [69/16206/219 Z T 571/444 Q Q T 118/32 Q T 33/5
150/296 R 262/493 S Y Y Y
3/3
250/272 \
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
[7/1 [9/31 [0/4[107/157 21/11 29/18 0/3 Q T 409/269 Z Q T 26/8 Z [0/5 Z Q T 28/46 Z Z Q T 1/17 Y 80/203 S R Y 12/7 \ Y 1/4 S R Y 70/107 S R 7/15 S R Y
10/28 12/10 346/208 \175/118 \
59/65 \91/51 \
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
[152/252 [319/461123/235 [291/454 298/194Z Q T 203/244 Z T 485/364 Z Z Q T 26/67
59/164 S R Y Y 306/245 S Y 389/417 S R Y
118/253 457/431 \231/285
362/713 \102/55 \
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramp 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 6.16
XXXX / YYYY AM / PM Peak Hour Volume (In PCEs) The Resort Village
Opening Year (2026) Phase 1 Without Project Peak Hour Traffic Volumes
12
7
3
/
1
1
8
9
13
4
6
/
1
1
4
2
12
4
9
/
7
1
3
54
2
/
4
8
0
41
1
/
4
1
1
71
1
/
8
0
0
25
5
/
2
7
9
27
9
/
5
2
4
13
2
/
5
7
82
7
/
1
0
3
8
10
3
7
/
1
3
7
7
53
6
/
3
0
2
94
9
/
8
5
2
31
8
/
4
2
0
93
/
1
1
4
52
/
1
1
2
32
8
/
6
0
9
19
1
/
3
5
6
0/
8
17
2
/
2
0
2
71
5
/
1
1
1
1
45
3
/
3
7
4
76
5
/
9
8
2
27
1
/
3
7
0
13
5
/
1
6
6
49
8
/
5
4
0
44
/
8
7
95
4
/
1
1
5
0
38
8
/
4
7
2
35
4
/
2
5
8
13
/
1
46
/
8
7
79
8
/
1
0
0
8
34
9
/
2
1
7
37
7
/
3
7
5
0/
1
7/
1
4
86
6
/
5
5
3
11
7
7
/
7
5
4
13
/
3
4/
0
85
/
8
1
36
/
5
3
28
6
/
3
7
4
23
/
2
0
28
6
/
3
7
5
34
2
/
3
6
7
28
/
1
1
11
3
/
5
3
48
4
/
8
3
9
44
9
/
7
4
7
11
/
2
0
45
/
1
0
0
43
1
/
7
6
2
11
/
1
9
48
9
/
8
7
4
6/
0
8/
1
7/
5
10
8
/
1
0
6
10
0
7
/
8
9
5
97
2
/
7
4
5
7/
2
87
/
4
5
19
8
/
3
1
5
25
0
/
2
4
1
10
3
/
7
3
57
/
5
3
43
/
7
7
23
7
/
2
3
9
77
/
6
6
77
7
/
4
2
8
57
/
5
3
13
6
/
8
2
30
9
/
2
9
4
21
/
7
9/
7
3/
2
5/
4
0/
3
19
3
/
4
4
4
13
2
/
2
2
8
17
1
/
3
0
8
61
/
7
9
11
0
/
7
1
36
/
3
6
87
/
6
5
26
2
/
2
6
3
24
/
3
9
31
/
3
2
35
0
/
2
8
2
50
/
1
2
6
68
/
4
3
11
9
/
9
3
12
/
3
11
1
/
9
4
43
7
/
4
0
4
14
/
1
4
85
/
4
2
6/
9
34
9
/
1
8
8
44
3
/
8
4
6
53
0
/
5
4
1
32
4
/
73
0
10
0
/
67
3/
0
37
4
/
6
8
6
14
0
/
1
0
9
86
8
/
5
1
2
10
1
1
/
6
2
0
51
8
/
9
6
5
60
2
/
3
5
2
35
/
3
6
36
/
1
4
93
5
/
7
2
6
72
/
1
2
1
13
/
1
6
53
/
3
6
32
/
5
0
74
6
/
3
5
6
94
5
/
5
6
6
20
/
2
8
92
6
/
5
2
6
59
8
/
4
3
5
12
/
7
38
/
2
8
58
8
/
5
6
4
40
1
/
7
5
9
34
/
7
43
4
/
7
6
7
65
4
/
4
6
4
62
1
/
4
5
9
10
2
/
2
4
6/
1
5
0/
1
69
/
3
1
0/
1
49
5
/
4
9
1
39
6
/
6
2
3
42
/
5
0
16
/
2
1
74
/
7
5
5/
6
21
/
3
7
14
5
/
1
7
6
19
/
5
4/
1
5
70
1
/
8
3
8
85
/
8
6
0/
1
91
5
/
8
0
3
24
/
1
3
35
3
/
2
4
1
11
1
/
6
0
54
/
2
5
95
/
1
6
5
56
/
4
2
45
/
2
2
1/
9
47
/
6
0
52
/
2
3
59
/
4
3
the trans ortation solutions com any..
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P:\Lewis - Arboretum\Analysis\xFigure 6-16 Opening Year (2026) Phase 1 Without Project Peak Hour Traffic Volumes (4/16/2025)
41
LOS AM Peak Hou PM Peak Hou
Intersection Standard Jurisdiction Control Delay LOS Delay LOS Delay LOS Delay LOS
1: Beech Ave & Summit Ave C Fontana Signal 26.5 C 27.2 C 26.5 C 27.6 C 0.0 0.4
2: Coyote Canyon Rd & Duncan Canyon Rd C Fontana WSC 11.9 B 11.0 B 13.3 B 11.5 B 1.4 0.5
3: I-15 SB Ramps & Duncan Canyon Rd D Caltrans Signal 21.2 C 12.5 B 21.3 C 12.7 B --
4: I-15 NB Ramps & Duncan Canyon Rd D Caltrans Signal 28.9 C 20.2 C 29.0 C 20.2 C --
5: Duncan Canyon Rd & John Previti Ave C Fontana TWSC 30.0 D * 18.9 C 38.3 E * 21.1 C 8.3 2.2
6: Citrus Ave & Duncan Canyon Rd C Fontana WSC 17.9 C 17.2 C 23.8 C 22.0 C 5.9 4.8
7: Citrus Ave & Casa Grande D C Fontana Signal 19.9 B 22.2 C 20.1 C 22.3 C 0.2 0.1
8: Citrus Ave & Summit Ave C Fontana Signal 28.9 C 44.2 D * 29.1 C 44.2 D * 0.2 0.0
9: Citrus Ave & Sierra Lakes Pkwy C Fontana Signal 29.7 C 41.5 D * 29.7 C 41.6 D * 0.0 0.1
10: Citrus Ave & SR-210 WB Ramps D Caltrans Signal 23.5 C 17.4 B 23.4 C 17.4 B --
11: Citrus Ave & SR-210 EB Ramps D Caltrans Signal 25.0 C 16.7 B 25.1 C 16.8 B --
12: Citrus Ave & Highland Ave C Fontana Signal 30.9 C 46.1 D * 30.9 C 46.2 D * 0.0 0.1
13: Casa Grande Dr & Oak Grove Ave C Fontana TWSC 12.7 B 10.9 B 13.8 B 11.2 B 1.1 0.3
14: Arboretum Ave & Duncan Canyon Rd C Fontana WSC 10.6 B 9.9 16.6 C 11.4 B 6.0 1.5
15: Cypress Ave & Grapeland S C Fontana Roundabou - -
16: Cypress Ave & Arboretum Ave C Fontana TWSC - -
17: Cypress Ave & Terra Vista D C Fontana TWSC - -
18: Cypress Ave & ES N. Dwy C Fontana TWSC 8.6 0.1 - -
19: Cypress Ave & ES S. Dwy C Fontana TWSC 9.3 0.1 - -
20: Cypress Ave & Duncan Canyon Rd C Fontana WSC 9.5 9.5 30.7 D * 11.3 B 21.2 1.8
21: Cypress Ave & Gardens Ave C Fontana WSC 7.9 7.9 8.9 8.1 1.0 0.2
22: Cypress Ave & Casa Grande D C Fontana WSC 9.3 8.7 10.7 B 9.0 1.4 0.3
23: Duncan Canyon Rd & ES Dwy 3 C Fontana TWSC 8.6 7.9 - -
24: Cassava Dr & Grapeland S C Fontana TWSC - -
25: Cassava Dr & Terra Vista D C Fontana Roundabou - -
26: Cassava Dr & Duncan Canyon Rd C Fontana TWSC 12.8 B 13.0 B 17.2 C 16.3 C 4.4 3.3
27: Montelena Rd & Casa Grande D C Fontana TWSC 10.3 B 10.2 B 11.4 B 10.6 B 1.1 0.4
28: Terra Vista Dr & C-1 Retail Dwy 2 C Fontana TWSC 8.7 8.8 - -
29: Terra Vista Dr & C-1 Retail Dwy 3 C Fontana TWSC 0.1 0.1 - -
30: Duncan Canyon Rd & C-2 Retail Dwy 1 C Fontana TWSC - -
31: Sierra Ave & I-15 SB Ramps D Caltrans Signal 35.6 D 12.8 B 37.6 D 14.4 B --
32: Sierra Ave & I-15 NB Ramps D Caltrans Signal 16.9 B 20.6 C 16.9 B 21.1 C --
33: Sierra Ave & Riverside Ave C Fontana WSC >100 F * >100 F * >100 F * >100 F * 11.1 13.5
34: Sierra Ave & Grapeland St-Segovia Ave C Fontana TWSC 22.7 C 17.2 C 39.8 E * 23.9 C 17.1 6.7
35: Sierra Ave & C-1 Retail Dwy 1 C Fontana TWSC 47.4 E * 73.6 F * --
36: Sierra Ave & Terra Vista D C Fontana Signal 24.4 C 23.0 C 39.8 D * 24.4 C 15.4 1.4
37: Sierra Ave & C-2 Retail Dwy 2 C Fontana TWSC - -
38: Sierra Ave & Duncan Canyon Rd C Fontana Signal 43.8 D * 25.5 C 56.8 E * 15.8 B 13.0 -9.7
39: Sierra Ave & Fieldcress D C Fontana TWSC 9.7 9.4 9.7 9.4 0.0 0.0
40: Sierra Ave & Casa Grande D C Fontana Signal 7.1 6.8 7.5 7.1 0.4 0.3
41: Sierra Ave & Summit Ave C Fontana Signal 43.5 D * 30.0 C 44.7 D * 29.9 C 1.2 -0.1
42: Sierra Ave & Clubhouse D C Fontana Signal 26.3 C 16.3 B 26.4 C 16.5 B 0.1 0.2
43: Sierra Ave & Sierra Lakes Pkwy C Fontana Signal 31.3 C 71.9 E * 31.3 C 72.4 E * 0.0 0.5
44: Sierra Ave & SR-210 WB Ramps D Caltrans Signal 15.1 B 17.4 B 14.9 B 20.8 C --
45: Sierra Ave & SR-210 EB Ramps D Caltrans Signal 13.7 B 12.0 B 13.6 B 12.3 B --
46: Sierra Ave & Highland Ave C Fontana Signal 35.5 D * 82.0 F * 36.0 D * 75.7 E * 0.5 -6.3
*Exceeds LOS Standard
TWSC = Two-Way Stop Control; For TWSC intersections, reported delay is for worst-case approach/movement.
LOS = Level of Service
Future Intersection
Future Intersection
Not Analyzed
Not Analyzed
Table 6.B: Opening Year (2026) Phase 1 Levels of Service
Future Intersection
Future Intersection
Future Intersection
Future Intersection
Future Intersection
Future Intersection
Future Intersection
Future Intersection
Future Intersection
AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour
Without Project With Project Change In Delay
P:\Lewis - Arboretum\Analysis\LOS\Opening Year (2026)
42
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramps 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande Dr 14 Arboretum Ave & Duncan Canyon Rd
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramps 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 6.17
Legend
Signal Free-Right The Resort Village
Stop Sign Opening Year (2026) Phase 1 With Project Intersection Geometrics and Stop Control
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Future
Intersection
Future
Intersection
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Intersection
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Intersection
Future
Intersection
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P:\Lewis - Arboretum\Analysis\xFigure 6-17 Opening Year (2026) Phase 1 With Project Intersection Geometrics and Stop Control 4/16/2025 43
[406/219 [129/84 [9/4 [20/28 [158/62395/229 264/277 380/436 [101/116 833/548 412/233 114/55Z Q T 96/89 Z Q T 101/129 Z Q T 507/244 756/453 Z Q T 5/5 Z Q T 94/66 Z Q T 133/77
53/85 S R Y 8/24 S R Y 223/283 61/81 S R Y 24/15 S R 68/47 S R Y 66/40 S R Y
167/239 253/240 279/162 \281/295 470/733 223/378 44/51
26/101 \11/10 \11/11 \201/319 \36/20 \
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
[38/35 [77/168 [330/344 [285/357 [13/0449/294 110/230 7/4 255/184 [25/6 369/289Z Q T 127/111 Z Q T 341/450 Z T 383/367 Q Z Q T 88/115 Z Q 343/161 Z Q T 26/7
40/65 S R Y 25/61 S R Y R 306/400 S Y 234/163 S R Y 30/33 S 32/2 S R Y
256/333 90/267 3/2 313/267 149/243 285/377
211/201 \230/242 \407/325 \98/44 \23/49 \
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramp 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande 14 Arboretum Ave & Duncan Canyon Rd
[9/4 [26/6218/226 4/7T17/6 [221/54 Z Q T 24/35 Z Q T 13/11R Y 4/0 S R Y 14/5 S R Y
310/320 4/10
39/50 \36/18 \
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
[28/16 [10/13139/86 [41/5 215/232 65/56Z Q T 0/5 251/268 T 33/34 Z Q T 15/14 Q
62/49 S R Y 231/47 S 194/310 R Y 43/27 S R Y
95/128 246/346 52/37 \82/55
34/54 \10/60 \
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
[122/853/6 [480/586 [69/16[74/88 266/276 Z T 597/468 Q Q T 163/80 Q T 33/5 Z
44/63 201/360 R 262/493 S Y Y Y 80/110 S R
3/3 104/145 \
257/281 \
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
[7/1 [13/36 [0/4[107/157 21/11 29/18 0/3 Q T 409/269 Z Q T 26/8 Z [0/5 Z Q T 28/46 Z Z Q T 1/17
15/21 S R Y 131/265 S R Y 12/7 \ Y 14/19 S R Y 70/107 S R 9/17 S R Y
29/42 \10/28 12/10 346/208 \175/118 \
59/67 \91/51 \
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
[153/252 [321/463123/235 [292/455 298/194Z Q T 203/244 Z T 485/364 Z Z Q T 26/67
59/164 S R Y Y 310/250 S Y 396/424 S R Y
118/253 457/431 \231/285
362/713 \102/55 \
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramp 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 6.18
XXXX / YYYY AM / PM Peak Hour Volume (In PCEs) The Resort Village
Opening Year (2026) Phase 1 With Project Peak Hour Traffic Volumes
12
9
5
/
1
2
2
3
13
6
7
/
1
1
7
5
12
7
4
/
7
5
1
54
5
/
4
8
5
41
2
/
4
1
2
75
1
/
8
3
8
25
5
/
2
7
9
27
9
/
5
2
4
13
2
/
5
7
85
3
/
1
0
6
2
10
7
2
/
1
4
0
9
54
1
/
3
0
9
96
5
/
8
7
5
31
9
/
4
2
2
93
/
1
1
4
52
/
1
1
2
19
1
/
3
5
6
74
/
8
8
37
1
/
6
6
2
0/
8
17
2
/
2
0
2
75
7
/
1
1
4
9
45
3
/
3
7
4
76
9
/
9
8
6
27
1
/
3
7
0
13
5
/
1
6
6
49
8
/
5
4
0
44
/
8
7
99
3
/
1
1
8
7
38
8
/
4
7
2
35
9
/
2
6
6
13
/
1
46
/
8
7
80
5
/
1
0
1
5
34
9
/
2
1
7
37
9
/
3
7
8
0/
1
8/
1
5
89
2
/
5
9
3
12
0
2
/
7
9
2
13
/
3
4/
0
85
/
8
1
36
/
5
3
28
6
/
3
7
4
23
/
2
0
28
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/
3
7
5
34
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/
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28
/
1
1
11
3
/
5
3
54
5
/
8
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49
3
/
7
8
7
14
/
2
5
56
/
1
0
0
49
8
/
8
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1
11
/
1
9
56
7
/
9
5
3
6/
0
8/
1
7/
5
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8
/
1
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10
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0
/
8
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87
/
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5
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/
3
2
3
25
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/
2
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10
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/
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65
/
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/
7
7
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/
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/
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0/
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98
/
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0
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0
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8
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50
/
1
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68
/
4
3
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9
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3
14
0
/
1
0
0
22
1
/
5
4
8/
0
86
/
2
3
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/
6
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43
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/
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85
/
42
6/
9
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5
/
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6
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3
/
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4
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53
6
/
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34
0
/
7
5
4
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2
/
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1
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3/
0
39
6
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0
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0
/
5
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67
6
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0
55
/
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1
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5
0
72
/
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74
6
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7
/
6
4
4
30
/
4
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96
5
/
5
8
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63
2
/
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/
7
38
/
2
8
58
8
/
5
6
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45
4
/
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/
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84
/
1
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4
40
8
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9
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4
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/
5
4
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69
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3
1
0/
1
50
2
/
4
9
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6
/
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7
7
40
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2
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18
1
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21
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9
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/
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3
/
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3
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/
8
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0/
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15
2
/
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4
91
6
/
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29
/
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35
3
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11
1
/
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0
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2
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9
99
/
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3
88
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3
1
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0
/
5
6
the trans ortation solutions com any..
Not Analyzed
Project Access
Location
Not Analyzed
Project Access
Location
Project Access
Location
Project Access
Location
Project Access
Location
P:\Lewis - Arboretum\Analysis\xFigure 6-18 Opening Year (2026) Phase 1 With Project Peak Hour Traffic Volumes (4/16/2025)
44
The Resort Village
Traffic Impact Analysis
April 20, 2025
45
Citrus Avenue and Highland Avenue (p.m. peak hour).
Cypress Avenue and Duncan Canyon Road (a.m. peak hour).
Sierra Avenue and Riverside Avenue (a.m. and p.m. peak hours).
Sierra Avenue and Grapeland Street-Segovia Avenue (a.m. peak hour).
Sierra Avenue and C-1 Retail Driveway 1 (a.m. and p.m. peak hours).
Sierra Avenue and Terra Vista Drive (a.m. peak hour).
Sierra Avenue and Ducan Canyon Road (a.m. peak hour).
Sierra Avenue and Summit Avenue (a.m. peak hour).
Sierra Avenue and Siera Lakes Parkway (p.m. peak hour).
Sierra Avenue and Highland Avenue (a.m. and p.m. peak hours).
45
The Resort Village
Traffic Impact Analysis
April 20, 2025
46
7.0 YEAR (2028) PHASE 2 CONDITIONS
This section discusses the year (2028) phase 2 traffic operations analyses within the study area.
7.1 Year (2028) Phase 2 Roadway Conditions
Year (2028) roadway conditions are assumed to be the same as those under opening year (2026) conditions.
7.2 Year (2028) Phase 2 Transit Service
Transit service under year (2028) phase 2 conditions is anticipated to remain the same as under opening year (2026)
phase 1 conditions.
7.3 Year (2028) Phase 2 Bicycle & Pedestrian Facilities
Pedestrian and bicycle facilities under year (2028) phase 2 conditions are anticipated to remain the same as under
opening year (2026) phase 1 conditions.
7.4 Year (2028) Phase 2 Land Uses and Circulation
Year 2028 Phase 2 includes the Elementary School, the Retail C-1 center, and ½ of the residential units located in
northeast quadrant (northeast of Cassava Drive/Terra Vista Drive), ½ of the residential units located in the southwest
quadrant (southwest of Cassava Drive/Terra Vista Drive), and ½ of the residential units located in the southeast quadrant
(southeast of Cassava Drive/Terra Vista Drive).
Year (2028) Phase 2 includes the following land uses:
46,362 square feet of Supermarket.
7,784 square feet of Fast-Food Restaurant.
22,540 square feet of Retail.
700 student Elementary School.
341 single-family dwelling units.
193 multi-family dwelling units.
Year (2028) Phase 2 includes the following circulation network:
Grapeland Street extends west from Sierra Avenue to Cassava Drive.
Terra Vista Drive extends west from Sierra Avenue to Cypress Avenue.
Cassava Drive extends north from Duncan Canyon Road to Grapeland Street.
Cypress Avenue extends north from Duncan Canyon Road to Terra Vista Drive.
7.5 Year (2028) Phase 2 Project Trip Generation
Year (2028) Phase 2 Trip Generation Rates
The trip generation for Year (2028) Phase 2 was developed based on rates included in the Institute of Transportation
Engineers’ (ITE) Trip Generation (11th Edition). The rates included are Land Use 210 “Single-Family Detached Housing”,
Land Use 220 “Multifamily Housing (Low Rise)”, Land Use 850 “Supermarket”, Land Use 934 “Fast-Food Restaurant
with Drive-Through Window”, Land Use 822 “Strip Retail Plaza, and Land Use 520 “Elementary School”.
Year (2028) Phase 2 Elementary School Trips
The number of students anticipated to attend the Elementary School from the Resort Village was based on discussion
with City staff and from forecasts using student generation factors from Fontana Unified School District’s 2021-22 Long-
Range Facilities Master Plan. These factors forecast the number of students based on the number of new residential
(single-family/multi-family) housing units. Table 7.A shows the student generation factor for new residential housing units
for elementary, middle, and high schools. As shown in Table 7.A, Elementary Schools have a student generation factor
of 0.1905.
46
The Resort Village
Traffic Impact Analysis
April 20, 2025
47
Table 7.A: Student Generation Factors
School Type Students Generated per New Residential Housing Unit
Elementary School 0.1905
Middle School 0.0704
High School 0.1303
Source: Fontana Unified School District's 2012-22 Facilities Master Plan.
Year 2028 Phase 2 is anticipated to include 534 new residential units. Therefore, it is anticipated that approximately 102
students (534*0.1905) would attend the Elementary School from the Resort Village. Table 7.B shows the Year 2028
Phase 2 trip generation for the 700 student Elementary School. Of the 700 students, approximately 15 percent (102/700)
would come from the Resort Village. As shown in Table 7.B the total trip generation for the Elementary School is 518
trips in the a.m. peak hour, 112 trips in the pm. peak hour, and 1,589 daily trips. To differentiate between student and
staff trips, it was assumed that the difference between the inbound and outbound total trip generation for the school
would be staff trips. For example, in the a.m. peak hour, the school is anticipated to generate 280 inbound trips and 238
outbound trips. The difference between the inbound and outbound is 42 trips (280 – 238). This difference is assumed to
be staff who would travel inbound in the a.m. peak hour and stay for the remainder of the day. Similarly, in the p.m. peak
hour, the school is anticipated to generate 52 inbound trips and 60 outbound trips. The difference between the inbound
and outbound is 8 trips (52 – 60). This difference is assumed to be staff who would travel outbound in the pm. peak hour.
Table 7.B shows the staff trip generation. The staff trip generation was subtracted from the total trip generation to develop
the student trip generation. Table 7.B shows the student trip generation. As shown in Table 7.B, the number of student
trips is 476 in the a.m. peak hour, 104 in the p.m. peak hour, and 1,539 daily trips. In addition, to provide a conservative
analysis, the school staff was assumed to come from outside the project boundary.
Year (2028) Phase 2 Pass-by Trips
Year (2028) Phase 2 Pass-by trips are existing vehicle trips that are already traveling on a roadway and choose to make
a quick stop at a nearby commercial establishment as part of their existing route and without significantly altering their
original path of travel. They are not considered new trips generated by the project itself. Pass-by trips for the retail
portions of the project are based on several rates from ITE Trip Generation (11th Edition). Table 7.B shows the pass-by
trips for Year (2028) Phase 2.
Year (2028) Phase 2 Internal Trips
Year (2028) Phase 2 trips that would be internal to the project for the residential and retail uses were calculated using
the NCHRP Report 684 Internal Trip Capture Estimation Tool. Based on the Tool, the internal trips from retail to
residential land uses are anticipated to be 124 trips in the a.m. peak hour, 466 trips in the p.m. peak hour, and 2,404
daily trips. Table 7.B shows the internal trips for Year (2028) Phase 2.
Year (2028) Phase 2 Net External Trips
Table 7.B shows the net external trip generation for Year (2028) Phase 2. As shown in Table 7.B, after accounting for
pass-by, internal trips, and elementary school student trips, the Year (2028) Phase 2 is anticipated to generate 1,098 net
external a.m. peak hour trips, 723 net external p.m. peak hour trips, and 11,043 net external daily trips.
7.6 Year (2028) Phase 2 Project Trip Distribution & Assignment
Year (2028) Phase 2 Residential Trip Distribution and Assignment
The trip distribution for residential uses is based on a select zone model run from SBTAM, local and regional destinations,
and discussion with City staff. It should also be noted that volumes at some intersections may be unbalanced to account
for local land uses. The trip distribution for residential uses under Year 2028 Phase 2 is shown in Figure 7.1. The resulting
residential trip assignment for the a.m. and p.m. peak hours are shown in Figure 7.2.
47
the trans ortation solutions com any...
Land Use In Out Total In Out Total Daily
Single-Family Residential
Trip Generation Rates 1 0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 341 DU 62 177 239 202 119 321 3,216
Internal Trips 2 (3) (18) (21) (48) (23) (71) (563)
Net After Internal Trips 59 159 218 154 96 250 2,653
Multifamily Housing (Low-Rise)
Trip Generation Rates 3 0.10 0.30 0.40 0.32 0.19 0.51 6.74
Trip Generation 193 DU 19 58 77 62 36 98 1,301
Internal Trips 2 (3) (19) (22) (48) (24) (72) (228)
Net After Internal Trips 16 39 55 14 12 26 1,073
Supermarket (C-1 Retail)
Trip Generation Rates 4 Per TSF 1.69 1.17 2.86 4.48 4.48 8.95 93.84
Trip Generation 46.362 78 55 133 207 208 415 4,351
Internal Trips 2 (7) (8) (15) (53) (76) (129) (761)
Net After Internal Trips 71 47 118 154 132 286 3,590
Pass By Rate 5 0%24% 24%
Pass By Trips 0 0 0 (34) (35) (69) (861)
Net After Pass-By 71 47 118 120 97 217 2,729
Fast-Food W/Drive-Thru (C-1 Retail)
Trip Generation Rates 6 Per TSF 22.75 21.86 44.61 17.18 15.85 33.03 467.48
Trip Generation 7.784 177 170 347 134 124 258 3,639
Internal Trips 2 (45) (13) (58) (58) (73) (131) (637)
Net After Internal Trips 132 157 289 76 51 127 3,002
Pass By Rate 7 50%55% 24%
Pass By Trips (72) (73) (145) (35) (35) (70) (721)
Net After Pass-By 60 84 144 41 16 57 2,281
Shops (C-1 Retail)
Trip Generation Rates 8 Per TSF 1.42 0.94 2.36 3.30 3.30 6.59 54.45
Trip Generation 22.540 32 21 53 74 75 149 1,227
Internal Trips 2 (4) (4) (8) (26) (37) (63) (215)
Net After Internal Trips 28 17 45 48 38 86 1,012
Pass By Rate 9 0%29% 29%
Pass By Trips 0 0 0 (12) (13) (25) (294)
Net After Pass-By 28 17 45 36 25 61 718
Table 7.B: Year (2028) Phase 2 Project Trip Generation
A.M. Peak Hour P.M. Peak Hour
Units
Trip Gen V3\Trip Gen ITE Phase 2 2028
48
the trans ortation solutions com any...
Elementary School
Trip Generation Rates 10 0.40 0.34 0.74 0.07 0.09 0.16 2.27
Total Trip Generation 700 STU 280 238 518 52 60 112 1,589
Student Trip Generation 700 STU 238 238 476 52 52 104 1,539
Staff Trip Generation 42 0 42 0 8 8 50
Internal Trips to/from Retail (62) (62) (124) (233) (233) (466) (2,404)
Total Net External Trips 514 584 1,098 417 306 723 11,043
1
2
3
4
5
6
7
8
9
10
11
Daily Pass-by rates for Land Use 820 were used since they are lower than rates for 822. The reates are based on ITE Trip Generation (11th Edition). Rates for daily are
assumed to be the same as p.m. peak hour rates.
Trip generation based on rates for Land Use 520 - "Elementary School" from Institute of Transportation Engineers' (ITE) Trip Generation (11th Edition).
Project Students based on FUSD Student Generation Factors.
Trip generation based on rates for Land Use 822 - "Strip Retail Plaza (<40k)" from Institute of Transportation Engineers' (ITE) Trip Generation (11th Edition).
Notes: DU = Dwelling Unit, TSF = 1,000 Square Feet, STU = Students
Trip generation based on rates for Land Use 210 - "Single-Family Detached Housing" from Institute of Transportation Engineers' (ITE) Trip Generation (11th Edition).
Trip generation based on rates for Land Use 220 - "Multifamily Housing (Low-Rise)" from Institute of Transportation Engineers' (ITE) Trip Generation (11th Edition).
Trip generation based on rates for Land Use 850 - "Supermarket" from Institute of Transportation Engineers' (ITE) Trip Generation (11th Edition).
Daily Pass-by rates for Land Use 850 are based on ITE Trip Generation (11th Edition). Rates for daily are assumed to be the same as p.m. peak hour rates.
Trip generation based on rates for Land Use 934 - "Fast-Food Restaurant with Drive-Through Window" from Institute of Transportation Engineers' (ITE) Trip Generation
(11th Edition).
Daily Pass-by rates for Land Use 934 are based on ITE Trip Generation (11th Edition). Rates for daily are assumed to be the same as p.m. peak hour rates.
Internal trips based on NCHRP Report 684.
Trip Gen V3\Trip Gen ITE Phase 2 2028
49
[(0.2%)(1.2%)(24.1%)Q (2%)(1.2%)T (22.2%)(23.4%)(23.4%)T (6.4%) T (2.7%)
2%1.2%1.2%1.2% Y 23.4%24.1% Y Y
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
Z (2.7%)(30.5%)
6%S 2.7%30.5%
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramp 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande 14 Arboretum Ave & Duncan Canyon Rd
(30.5%)Y 10%S
20.5%
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
[9.6%9.6%(2.7%)(30.5%)T 28%Z Q T 9.6%Z Q [12.7%(2.7%)28.8%
2.7%20.5% Y (12.6%)S R Y 20.5%S 2.7%(28.8%)
(9.6%)
(14.4%)\
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
28.8%12.7%T 8% T 13%Z
(28.8%)(12.7%) R 7.4%\ Y Y (13%)S R
(15%)\
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
Z Z Z
(12.3%)S R 0.3%(3.1%)S R 2.7%S
(16.5%)\(9.6%)\
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
Z Q [5.5% Z Q [0.4%
12%S 1.5%S
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramp 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 7.1
XX%(YY%)Inbound%(Outbound%) Distribution The Resort Village
Year (2028) Phase 2 - Residential - Project Trip Distribution
12
.
6
%
7.
6
%
(
1
4
.
4
%
)
(3
0
.
5
%
)
(1
2
.
7
%
)
(
1
.
2
%
)
1.
2
%
(1
.
2
%
)
10
%
(4
1
.
1
%
)
(2
.
7
%
)
15
.
4
%
15
%
(1
5
.
4
%
)
7.
4
%
(
1
5
.
4
%
15
.
4
%
(
1
5
%
)
13
%
15
.
4
%
8%
(9
.
6
%
)
14
.
4
%
3.
1
%
(
3
1
.
5
%
)
31
.
5
%
(
3
.
1
12
.
3
%
(7
.
4
%
)
(8
%
)
(1
3
%
)
(3
1
.
5
%
)
(1
5
.
4
%
)
3.
1
%
14
.
4
%
(
7
.
6
(7
.
4
%
)
(9
.
6
%
)
(2
8
%
)
10
%
10
%
22
.
2
%
2.
7
%
4.
5
%
6.
4
%
(4
.
5
%
)
1.
2
%
1.
2
%
0.
2
%
(3
8
.
4
%
)
9.
6
%
31
.
5
%
41
.
1
%
(1
.
2
%
)
(1
.
2
%
)
(1
.
2
%
)
(3
4
.
5
%
)
(3
4
.
5
%
)
34
.
5
%
38
.
4
%
(6
%
)
17
%
34
.
5
%
1.
2
%
1.
2
%
(5
.
5
%
)
(1
.
5
%
)
(1
5
.
1
%
)
(0
.
4
%
)
(1
2
%
)
3.
1
%
(
1
5
%
)
16
.
5
%
15
%
(
3
.
1
%
)
(1
7
%
)
(1
7
%
)
(1
7
%
)
17
%
15
.
1
%
17
%
the trans ortation solutions com any..
P:\Lewis - Arboretum\Analysis\xFigure 7-1 Year (2028) Phase 2 - Residential - Project Trip Distribution (4/16/2025)
50
2/1 48/264/2 2/1 T 44/24 46/25 46/25 T 13/7 T 5/3
2/3 1/2 1/2 1/2 Y 18/39 18/40 Y Y
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
Z 5/3 60/33
5/10 S 2/5 23/51
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramp 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande 14 Arboretum Ave & Duncan Canyon Rd
60/33Y 8/17 S
15/34
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
[7/167/165/3 60/33 T 21/47 Z Q T 7/16 Z Q [10/21 5/3 22/48
2/5 15/34 Y 25/14 S R Y 15/34 S 2/5 57/31
19/10
29/16 \
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
22/48 10/21 T 6/13 T 10/22 Z
57/31 25/14 R 6/12 \ Y Y 26/14 S R
30/16 \
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
Z Z Z
24/13 S R 6/4 S R 2/5 S
33/18 \19/10 \
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
Z Q [4/9 Z Q [0/1
9/20 S 1/3 S
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramp 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 7.2
XX/YY AM/PM Peak Hour Project Trips The Resort Village
Year (2028) Phase 2 - Residential - Project Trip Assignment
9/
2
1
35
/
2
9
60
/
3
3
25
/
1
4
2
/
1
1/
2
2/
1
8/
1
7
81
/
4
4
5/
3
12
/
2
6
11
/
2
5
30
/
1
7
36
/
2
9
42
/
4
2
10
/
2
2
12
/
2
6
6/
1
3
19
/
1
0
11
/
2
4
64
/
3
9
30
/
5
6
9/
2
1
15
/
8
16
/
9
26
/
1
4
62
/
3
4
30
/
1
7
2/
5
26
/
3
2
15
/
8
19
/
1
0
55
/
3
0
8/
1
7
8/
1
7
17
/
3
7
2/
5
3/
8
5/
1
1
9/
5
1/
2
1/
2
76
/
4
1
7/
1
6
24
/
5
3
31
/
6
9
2/
1
2/
1
2/
1
68
/
3
7
68
/
3
7
26
/
5
8
29
/
6
5
12
/
6
13
/
2
9
26
/
5
8
1/
2
1/
2
11
/
6
3/
2
30
/
1
6
1/
0
24
/
1
3
32
/
2
1
12
/
2
8
17
/
2
8
34
/
1
8
34
/
1
8
34
/
1
8
13
/
2
9
11
/
2
5
13
/
2
9
the trans ortation solutions com any..
P:\Lewis - Arboretum\Analysis\xFigure 7-2 Year (2028) Phase 2 - Residential - Project Trip Assignment (4/16/2025)
51
The Resort Village
Traffic Impact Analysis
April 20, 2025
52
Year (2028) Phase 2 Retail Trip Distribution and Assignment
The trip distributions for the retail uses are based on a select zone model run from SBTAM, local and regional
destinations, and discussion with City staff. It should also be noted that volumes at some intersections may be
unbalanced to account for local land uses. The trip distribution at all study intersections for the C-1 Retail Center under
Year (2028) Phase 2 is shown in Figure 7.3. In addition, separate inbound and outbound figures are provided to give a
clearer view of the distribution percentages in and around the C-1 Retail Center. Figures 7.4 and 7.5 illustrate the inbound
and outbound trip distributions for the C-1 Retail Center under Year (2028) Phase 2. The pass-by trip distribution for the
C-1 retail Center is shown in Figure 7.6. The resulting C-1 Retail Center trip assignment for the a.m. and p.m. peak hours
are shown in Figure 7.7.
Year (2028) Phase 2 Elementary School Trip Distribution and Assignment
As stated in the project trip generation section, the staff for the Elementary School are assumed to travel from outside
the project area and the students are assumed to be local trips. Therefore, two separate distributions were developed
for student and staff trips. The elementary school student trips were distributed based on discussion with City staff. The
elementary school trip distribution for school students at all study intersections under Year (2028) Phase 2 is shown in
Figure 7.8. In addition, separate inbound and outbound figures are provided to give a clearer view of the distribution
percentages in and around the elementary school. Figures 7.9 and 7.10 illustrate the inbound and outbound trip
distribution for the school students at the school driveways under Year (2028) Phase 2. The resulting trip assignment at
all study intersections is shown in Figure 7.11.
The elementary school staff trips were distributed based on local and regional destinations. The elementary school trip
distribution for school staff at all study intersections under Year (2028) Phase 2 is shown in Figure 7.12. In addition,
separate inbound and outbound figures are provided to give a clearer view of the distribution percentages in and around
the elementary school. Figures 7.13 and 7.14 illustrate the inbound and outbound trip distribution for the school staff at
the school driveways under Year (2028) Phase 2. The resulting trip assignment at all study intersections is shown in
Figure 7.15.
Year (2028) Phase 2 Internal Trip Distribution and Assignment
The trip distribution for residential and retail internal trips is based on the proximity to the retail driveways at the C-1
Retail Center. The internal trip distribution for the C-1 Retail Center under Year 2028 Phase 2 is shown in Figure 7.16
and the resulting trip assignment is shown in Figure 7.17.
Year (2028) Phase 2 Total Trip Assignment
The year (2028) Phase 2 total trip assignment is shown in Figure 7.18.
7.7 Year (2028) Phase 2 Without Project Levels of Service
An intersection level of service analysis was conducted for year (2028) phase 2 without project conditions to determine
circulation system performance. Year (2028) phase 2 without project traffic volumes at study intersections are shown in
Figure 7.19. Detailed volume development worksheets are included in Appendix B. Year (2028) phase 2 without project
levels of service for the study area intersections are summarized in Table 7.C. Level of service calculation worksheets
are contained in Appendix C. As shown in Table 7.C, all study area intersections are forecast to operate at satisfactory
levels of service, with the exception of the following:
John Previti Avenue and Duncan Canyon Road (a.m. peak hour).
Citrus Avenue and Summit Avenue (p.m. peak hour).
Citrus Avenue and Sierra Lakes Parkway (p.m. peak hour).
Citrus Avenue and Highland Avenue (p.m. peak hour).
Sierra Avenue and Riverside Avenue (a.m. and p.m. peak hours).
52
[(0.2%)(11.4%)(21.2%)Q (2%)(11.4%)T (8.6%)(20%)(20%)T (5%) T (6.8%)
2%11.4%11.4%11.4% Y 20%21.2% Y Y
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
Z Z Z Z T (0.9%)(6.8%)(26.2%)
5.4%S 0.5%S 1.4%S 1.2%S Y 6.8%26.2%
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramp 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande 14 Arboretum Ave & Duncan Canyon Rd
(26.2%)T (1%)
26.2% Y
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
(6.8%)(27.2%)(27.2%)(6.8%)Q
6.8% 27.2%27.2%6.8%
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
[40%(27.2%)T 10.9% T 21.9% Z
(30%)27.2% R 4%\ Y Y (26.8%)S R
(43.2%)\
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
Z Z Q [2.2% Z
(10%)S R 27.2%S 6.8%S 0.7%S
(20%)\
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
Z [0.4%Z Z Q [0.8% 2.2%S 3.2%S
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramp 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 7.3
XX%(YY%)Inbound%(Outbound%) Distribution The Resort Village
Year (2028) Phase 2 - C-1 Retail - Project Trip Distribution
(1
5
.
1
%
)
(1
4
.
7
%
)
(2
.
2
%
)
(0
.
4
%
)
17
.
3
%
10
.
7
%
14
.
7
%
(3
.
2
%
)
(1
0
.
7
%
)
(0
.
8
%
)
(4
3
.
2
%
)
40
%
23
.
2
%
17
.
3
%
1.
8
%
3.
2
%
(1
7
.
3
%
)
16
.
9
%
(5
.
4
%
)
(3
.
7
%
)
(1
.
8
%
)
(1
.
4
%
)
(1
8
%
)
(0
.
7
%
)
(1
7
.
3
%
)
18
%
27
%
0.
2
%
(2
.
2
%
)
36
%
36
%
(1
.
8
%
)
3.
7
%
3.
2
%
(0
.
5
%
)
8.
6
%
6.
8
%
2.
3
%
5%
(2
.
3
%
)
1%
(4
%
)
(4
%
)
(1
0
.
9
%
)
(2
1
.
9
%
)
(3
6
%
)
(1
4
.
9
%
)
(2
7
.
2
%
)
(6
3
.
2
%
)
63
.
2
%
10
.
9
%
(3
6
%
)
(6
.
8
%
)
(2
7
%
)
14
.
9
%
(3
6
.
8
%
)
23
.
2
%
(1
0
%
)
36
.
8
%
36
.
8
%
(1
%
)
(1
%
)
1%
0.
9
%
(1
.
2
%
)
(0
.
6
%
)
0.
6
%
(3
.
2
%
)
(3
0
%
)
1%
the trans ortation solutions com any..
P:\Lewis - Arboretum\Analysis\xFigure 7-3 Year (2028) Phase 2 - C-1 Retail - Project Trip Distribution (4/16/2025)
53
[40%Z R R
28 C-1 Retail Dwy 2 & Terra Vista Dr 29 C-1 Retail Dwy 3 & Terra Vista Dr 35 Sierra Ave & C-1 Retail Dwy 1 36 Sierra Ave & Terra Vista Dr
FIGURE 7.4
XX%(YY%)Outbound%(%) Distribution The Resort Village
Year (2028) Phase 2 - C-1 Retail - Inbound Trip Distribution @ Driveways
23
.
2
%
40
%
36
.
8
%
23
.
2
%
the trans ortation solutions com any...
P:\Lewis - Arboretum\Analysis\xFigure 7-4 Year (2028) Phase 2 - C-1 Retail - Inbound Trip Distribution @ Driveways (4/16/2025)54
Q
(30%(26.8%S (10%S
(43.2%\(20%\
28 C-1 Retail Dwy 2 & Terra Vista Dr 29 C-1 Retail Dwy 3 & Terra Vista Dr 35 Sierra Ave & C-1 Retail Dwy 1 36 Sierra Ave & Terra Vista Dr
FIGURE 7.5
XX%(YY%)Outbound%(%) Distribution The Resort Village
Year (2028) Phase 2 - C-1 Retail - Outbound Trip Distribution @ Driveways
(3
0
%
)
(4
3
.
2
%
)
(1
0
%
)
the trans ortation solutions com any...
P:\Lewis - Arboretum\Analysis\xFigure 7-5 Year (2028) Phase 2 - C-1 Retail - Outbound Trip Distribution @ Driveways (4/16/2025)55
Z
(50%S R
(50%\
28 C-1 Retail Dwy 2 & Terra Vista Dr 29 C-1 Retail Dwy 3 & Terra Vista Dr 35 Sierra Ave & C-1 Retail Dwy 1 36 Sierra Ave & Terra Vista Dr
FIGURE 7.6
XX%(YY%)Outbound%(%) Distribution The Resort Village
Year (2028) Phase 2 - C-1 Retail - Pass-by Trip Distribution
50
%
-5
0
%
50
%
-5
0
%
the trans ortation solutions com any...
P:\Lewis - Arboretum\Analysis\xFigure 7-6 Year (2028) Phase 2 - C-1 Retail - Pass-by Trip Distribution (4/16/2025)56
17/16 31/293/3 17/16 T 13/12 30/28 30/28 T 7/7 T 10/9
3/4 18/22 18/22 18/22 Y 32/39 34/42 Y Y
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
Z Z Z Z T 1/1 10/9 39/36
9/11 S 1/1 S 2/3 S 2/2 S Y 11/13 42/52
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramp 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande 14 Arboretum Ave & Duncan Canyon Rd
39/36T1/1
42/52 Y
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
10/9 40/38 40/38 10/9 Q
11/13 43/54 43/54 11/13
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
[64/79 40/38 T 17/21 T 35/43 Z
44/41 43/54 R 6/8 \ Y Y 40/37 S R
64/60 \
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
Z Z Q [3/4 Z
15/14 S R 43/54 S 11/13 S 1/1 S
30/28 \
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
Z [1/1 Z Z Q [1/2 3/4 S 5/6 S
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramp 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 7.7
XX/YY AM/PM Peak Hour Project Trips The Resort Village
Year (2028) Phase 2 - C-1 Retail - Project Trip Assignment
44
/
4
1
2/
2
1/
2
2/
2
1/
1
1/
1
5/
4
1/
1
2/
2
1/
1
53
/
5
0
10
/
9
40
/
3
7
24
/
2
9
54
/
5
1
37
/
4
6
15
/
1
4
59
/
7
2
59
/
7
2
17
/
2
1
94
/
8
7
10
0
/
1
2
5
6/
6
16
/
1
5
32
/
3
0
53
/
5
0
22
/
2
1
40
/
3
8
2/
2
6/
6
14
/
1
7
11
/
1
3
4/
5
8/
1
0
3/
3
5/
6
1/
1
6/
7
3/
3
57
/
7
1
57
/
7
1
3/
2
5/
5
3/
2
2/
2
27
/
2
5
1/
1
26
/
2
4
29
/
3
5
43
/
5
3
8/
7
27
/
3
3
28
/
3
4
3/
4
5/
6
26
/
2
4
5/
4
16
/
1
5
1/
1
64
/
6
0
64
/
7
9
37
/
4
6
22
/
2
1
22
/
2
0
3/
3
1/
1
28
/
3
4
17
/
2
1
23
/
2
9
the trans ortation solutions com any..
P:\Lewis - Arboretum\Analysis\xFigure 7-7 Year (2028) Phase 2 - C-1 Retail - Project Trip Assignment (4/16/2025)
57
(12%)(4%)Q [(12%)(12%)(12%)(12%)T (14%)T (15%)
12%12%12%12% Y 4% Y
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
[(2%)(26%)Q (19%)T (10%)
19%26% Y
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramp 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande 14 Arboretum Ave & Duncan Canyon Rd
T (7%) [(93%)Z Z Q [10%Y R 36% Y 5%S
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
Z Q [3%[25% Z Z
21%S 75%S (5%)S R (13%)S
(10%)\
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramp 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 7.8
XX%(YY%)Inbound%(Outbound%) Distribution The Resort Village
Year (2028) Phase 2 - Elementary School Students - Project Trip Distribution
3%15
%
(2
1
%
)
39
%
(5
%
)
(4
9
%
)
(3
6
%
)
2%
10
%
(3
4
%
)
(1
0
%
)
24
%
(1
5
%
)
(1
3
%
)
(1
5
%
)
10
%
(8
5
%
)
12
%
12
%
(7
8
%
)
15
%
14
%
the trans ortation solutions com any..
P:\Lewis - Arboretum\Analysis\xFigure 7-8 Year (2028) Phase 2 - Elementary School Students - Project Trip Distribution (4/16/2025)
58
[25%
36% Y 75%S
18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 23 ES Dwy 3 & Duncan Canyon Rd
FIGURE 7.9
XX%(YY%)Outbound%(%) Distribution The Resort Village
Year (2028) Phase 2 - Elementary School Students - Inbound Trip Distribution @ Driveways
39
%
the trans ortation solutions com any...
P:\Lewis - Arboretum\Analysis\xFigure 7-9 Year (2028) Phase 2 - Elementary School Students - Inbound Trip Distribution @ Driveways (4/16/2025)59
T (7% [(93%Z D
18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 23 ES Dwy 3 & Duncan Canyon Rd
XX%(YY%)Outbound%(%) Distribution
FIGURE 7.10
The Resort Village
Year (2028) Phase 2 - Elementary School Students - Outbound Trip Distribution @ Driveways
(3
6
%
)
(4
9
%
)
(8
5
%
)
(7
8
%
)
(1
5
%
)
the trans ortation solutions com any...
P:\Lewis - Arboretum\Analysis\xFigure 7-10 Year (2028) Phase 2 - Elementary School Students - Outbound Trip Distribution @ Driveways (4/16/2025)60
29/6 10/2Q [29/6 29/6 29/6 29/6 T 33/7 T 36/8
29/6 29/6 29/6 29/6 Y 10/2 Y
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
[5/1 62/14Q 45/10 T 24/5
45/10 62/14 Y
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramp 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande 14 Arboretum Ave & Duncan Canyon Rd
T 17/4 [221/48 Z Z Q [24/5Y R 86/19 Y 12/3 S
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
Z Q [7/2 [60/13 Z Z
50/11 S 179/39 S 12/3 S R 31/7 S
24/5 \
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramp 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 7.11
XX/YY AM/PM Peak Hour Project Trips The Resort Village
Year (2028) Phase 2 - Elementary School Students - Project Trip Assignment
36
/
8
33
/
7
29
/
6
18
6
/
4
1
20
2
/
4
4
29
/
6
36
/
8
24
/
5
36
/
8
31
/
7
24
/
5
81
/
1
8
24
/
5
57
/
1
2
12
/
3
11
7
/
2
5
86
/
1
9
5/
1
93
/
2
0
7/
2
36
/
8
50
/
1
1
the trans ortation solutions com any..
P:\Lewis - Arboretum\Analysis\xFigure 7-11 Year (2028) Phase 2 - Elementary School Students - Project Trip Assignment (4/16/2025)
61
(10%)(45%)(10%)T (35%)(45%)(45%)T (5%)
10%10%10% Y 45%45% Y
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
Z (50%)
1%S 50%
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramp 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande 14 Arboretum Ave & Duncan Canyon Rd
T (20%) [(80%)Z Q [10%R Y 10%S
40%
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
[40%10%50%
40%S (50%)
(50%)
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
50%T 15% T 10%
(50%)Y Y
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
Z Z (25%)S R 2%S
(25%)\
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
Z Q [3% Z Q [3%
2%S 2%S
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramp 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 7.12
XX%(YY%)Inbound%(Outbound%) Distribution The Resort Village
Year (2028) Phase 2 - Elementary School Staff - Project Trip Distribution
(5
0
%
)
(5
0
%
)
(3
%
)
3%
(3
%
)
(2
5
%
)
15
%
(2
5
%
)
(2
5
%
)
25
%
25
%
20
%
15
%
25
%
(2
5
%
)
(1
5
%
)
(1
0
%
)
25
%
(1
5
%
)
(1
0
0
%
)
(8
0
%
)
20
%
35
%5%5%
(5
%
)
3%4%
(2
5
%
)
25
%
25
%
(3
%
)
(4
%
)
(3
%
)
(2
5
%
)
(2
%
)
(2
3
%
)
25
%
25
%
(1
%
)
20
%
23
%
3%3%
(2
%
)
(2
%
)
(1
5
%
)
(3
%
)
(1
%
)
25
%
(2
5
%
)
(2
0
%
)
(2
0
%
)
(2
0
%
)
20
%
15
%
20
%
the trans ortation solutions com any..
P:\Lewis - Arboretum\Analysis\xFigure 7-12 Year (2028) Phase 2 - Elementary School Staff - Project Trip Distribution (4/16/2025)
62
[40%[10%10%Y 10%S 40%S
40%
18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 23 ES Dwy 3 & Duncan Canyon Rd
FIGURE 7.13
XX%(YY%)Outbound%(%) Distribution The Resort Village
Year (2028) Phase 2 - Elementary School Staff - Inbound Trip Distribution @ Driveways
20
%
20
%
the trans ortation solutions com any...
P:\Lewis - Arboretum\Analysis\xFigure 7-13 Year (2028) Phase 2 - Elementary School Staff - Inbound Trip Distribution @ Driveways (4/16/2025)63
T (20% [(80%Z QD (50%
18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 23 ES Dwy 3 & Duncan Canyon Rd
FIGURE 7.14
XX%(YY%)Outbound%(%) Distribution The Resort Village
Year (2028) Phase 2 - Elementary School Staff - Outbound Trip Distribution @ Driveways
(8
0
%
)
(1
0
0
%
)
(5
0
%
)
(5
0
%
)
the trans ortation solutions com any...
P:\Lewis - Arboretum\Analysis\xFigure 7-14 Year (2028) Phase 2 - Elementary School Staff - Outbound Trip Distribution @ Driveways (4/16/2025)64
0/10/1 T 0/3 0/4 0/4 0/4
4/0 4/0 4/0 Y 19/0 19/0 Y
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
0/4 21/0
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramp 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande 14 Arboretum Ave & Duncan Canyon Rd
T 0/2 [0/6 Z Q [4/0R Y 4/0 S
17/0
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
[17/04/0 21/0
17/0 S 0/4
0/4
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
21/0 T 6/0 T 4/0
0/4 Y Y
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
Z 0/2 S R 1/0 S
0/2 \
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
[1/0 [1/0
1/0 S 1/0 S
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramp 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 7.15
XX/YY AM/PM Peak Hour Project Trips The Resort Village
Year (2028) Phase 2 - Elementary School Staff - Project Trip Assignment
0/
4
0/
4
1/
0
0/
2
6/
0
0/
2
0/
2
11
/
0
11
/
0
8/
0
6/
0
11
/
0
0/
2
0/
1
0/
1
11
/
0
0/
1
0/
8
0/
6
8/
0
15
/
0
2/
0
2/
0
1/
0
2/
0
0/
2
11
/
0
11
/
0
0/
2
0/
2
11
/
0
11
/
0
8/
0
10
/
0
1/
0
1/
0
0/
2
0/
1
11
/
0
0/
2
0/
2
0/
2
8/
0
6/
0
8/
0
the trans ortation solutions com any..
P:\Lewis - Arboretum\Analysis\xFigure 7-15 Year (2028) Phase 2 - Elementary School Staff - Project Trip Assignment (4/16/2025)
65
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramp 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande 14 Arboretum Ave & Duncan Canyon Rd
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
[(25%)(25%)T (25%)Q T (25%)(75%)Y 25% Y 75%S
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
Z Z
25%\ R (25%)S
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
50%\
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramp 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 7.16
XX%(YY%)Inbound%(Outbound%) Distribution The Resort Village
Year (2028) Phase 2 - Internal Trip Distribution
(2
5
%
)
25
%
(7
5
%
)
25
%
25
%
25
%
the trans ortation solutions com any..
P:\Lewis - Arboretum\Analysis\xFigure 7-16 Year (2028) Phase 2 - Internal Trip Distribution (4/16/2025)
66
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramp 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande 14 Arboretum Ave & Duncan Canyon Rd
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
[2/242/24T2/24 Q T 2/24 5/72Y9/12 Y 28/35 S
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
Z Z
9/12 \ R 2/24 S
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
19/24 \
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramp 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 7.17
XX/YY AM/PM Peak Hour Project Trips The Resort Village
Year (2028) Phase 2 - Internal Trip Assignment
9/
1
2
9/
1
2
5/
7
2
9/
1
2
2/
2
4
9/
1
2
the trans ortation solutions com any..
P:\Lewis - Arboretum\Analysis\xFigure 7-17 Year (2028) Phase 2 - Internal Trip Assignment (4/16/2025)
67
[29/6 48/24 108/65 10/27/5 Q 19/18 T 57/39 105/63 105/63 T 53/21 T 51/20
5/7 23/24 52/30 52/30 Y 98/84 100/88 Y 10/2 Y
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
[5/1 161/87Z Z Z Z T 1/1 Q 60/22 T 24/5
14/21 S 1/1 S 2/3 S 2/2 S Y 58/28 148/117 Y
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramp 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande 14 Arboretum Ave & Duncan Canyon Rd
[4/099/69T17/6 [221/54 Z Q T 1/1 Z Q [24/5Y R Y 12/17 S Y 12/3 S
160/105
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
[9/40[7/2 [77/13 9/40 [10/21Z Q 15/12 104/71 T 23/71 Z Q T 9/40 Z Q 61/38 Z 15/12 Q 27/120
50/11 S 196/39 S Y 37/17 S R Y 15/34 S R 31/7 S 28/35 S
13/18 58/92 28/22 43/58 13/18 57/31
53/21 \
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
[64/79Z 22/48 71/59 T 29/34 T 49/65 Z Z
101/72 68/72 R 12/20 \ Y Y 26/14 S R 79/103 S R
39/28 \101/102 \
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
Z Z Z Q [3/4 Z
39/27 S R 49/60 S R 13/18 S 2/1 S
82/70 \19/12 \
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
Z Q [5/9 Z [1/1 Z Z Q [2/3
10/20 S 3/4 S 7/9 S
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramp 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 7.18
XX/YY AM/PM Peak Hour Project Trips The Resort Village
Year (2028) Phase 2 - Total Project Trip Assignment
56
/
4
1
56
/
4
0
60
/
4
4
3/
3
1/
1
49
/
6
3
34
/
4
6
44
/
5
8
8/
6
46
/
3
2
2/
1
24
/
1
3
10
7
/
8
1
76
/
1
0
7
54
/
7
6
64
/
9
2
5/
6
7/
8
11
/
6
48
/
6
2
20
/
1
3
7/
6
5/
3
2/
2
95
/
6
4
1/
1
94
/
6
3
66
/
9
3
83
/
1
1
8
3/
3
18
/
1
6
81
/
1
2
4
99
/
1
4
0
5/
3
9/
9
7/
8
1/
1
46
/
5
4
49
/
2
6
9/
1
3
48
/
2
8
12
/
8
29
/
6
18
6
/
4
7
16
/
1
7
86
/
2
3
20
2
/
5
2
28
/
2
2
64
/
4
2
26
/
3
2
2/
2
21
/
1
4
21
/
1
4
32
/
2
5
58
/
4
5
11
5
/
8
4
52
/
3
9
53
/
4
3
16
9
/
1
2
6
13
0
/
1
8
3
9/
2
1
44
/
2
5
8/
0
29
/
3
4
5/
7
2
24
/
5
28
/
2
2
11
/
2
4
13
4
/
9
6
15
/
1
2
11
6
/
8
0
42
/
5
5
13
/
4
9
84
/
7
0
73
/
8
7
15
/
4
10
4
/
1
2
5
17
/
1
10
/
2
2
82
/
9
8
44
/
2
5
31
/
7
24
/
5
82
/
1
9
24
/
5
59
/
1
4
12
/
3
1/
2
0/
4
11
7
/
2
5
2/
2
5/
1
3/
2
3/
3
7/
5
44
/
4
1
95
/
2
2
7/
2
9/
2
1
64
/
3
5
96
/
4
1
25
/
1
4
50
/
1
1
1/
1
the trans ortation solutions com any..
P:\Lewis - Arboretum\Analysis\xFigure 7-18 Year (2028) Phase 2 - Total Project Trip Assignment (4/16/2025)
68
[421/223 [115/85 [11/7 [27/44 [238/85416/232 284/274 389/445 [103/117 842/522 370/191 111/58Z Q T 97/90 Z Q T 117/141 Z Q T 530/236 784/444 Z Q T 9/10 Z Q T 67/63 Z Q T 113/85
57/89 S R Y 8/26 S R Y 192/312 61/88 S R Y 43/29 S R Y 69/47 S R Y 70/40 S R Y
168/249 249/246 297/162 \255/329 395/740 146/347 36/57
27/104 \12/11 \22/22 \212/361 \36/21 \
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon R 7 Citrus Ave & Casa Grande Dr
[46/49 [78/173 [335/354 [287/375 [13/0501/315 111/231 7/4 262/198 [26/6 289/241Z Q T 128/112 Z Q T 343/451 Z T 393/368 Q Z Q T 91/117 Z Q 390/189 Z Q T 2/2
37/66 S R Y 25/64 S R Y R 306/400 S Y 235/165 S R Y 31/46 S 44/5 S R Y
263/347 91/268 3/2 334/289 124/334 172/357
212/202 \231/243 \412/329 \104/45 \25/54 \
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramp 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande 14 Arboretum Ave & Duncan Canyon Rd
[11/9 [15/4200/195 6/13 T 23/50 Z Q T 18/12
173/297 R Y 2/3 S R Y
42/51 \7/18
44/20 \
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
[9/12 [13/18190/109 175/217 98/68Z Q T 0/6 234/255 T 36/55 Z Q T 22/21
27/62 S R Y 210/344 155/305 R Y 13/32 S R Y
100/181 55/39 \84/59
37/84 \12/100 \
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
[124/863/6 [515/652 [70/16227/282 Z T 631/475 Q Q T 127/42 Q T 35/5
174/385 R 267/494 S Y Y Y
3/3
271/301 \
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
[7/1 [17/62 [0/4[118/211 23/11 58/35 0/3 Q T 423/290 Z Q T 26/8 Z [0/5 Z Q T 56/88 Z Z Q T 1/17 Y 90/254 S R Y 24/15 \ Y 2/6 S R Y 76/112 S R 7/15 S R Y
11/29 23/19 349/212 \175/119 \
73/102 \98/60 \
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
[160/265 [323/466124/236 [299/474 301/203Z Q T 204/245 Z T 487/369 Z Z Q T 27/69
61/169 S R Y Y 318/254 S Y 404/432 S R Y
119/254 464/439 \237/299
364/715 \111/61 \
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramp 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 7.19
XXXX / YYYY AM / PM Peak Hour Volume (In PCEs) The Resort Village
Year (2028) Phase 2 Without Project Peak Hour Traffic Volumes
13
0
9
/
1
2
1
6
13
8
0
/
1
1
6
8
12
8
6
/
7
4
7
54
5
/
4
9
1
41
6
/
4
1
7
75
4
/
8
7
2
25
6
/
2
8
2
28
0
/
5
2
5
13
6
/
6
4
83
9
/
1
0
7
0
10
6
2
/
1
4
2
5
54
9
/
3
1
2
97
5
/
8
7
3
32
0
/
4
2
2
93
/
1
1
8
87
/
1
5
4
32
6
/
6
0
3
20
2
/
4
0
8
0/
8
17
2
/
2
0
3
77
1
/
1
1
9
2
45
9
/
3
8
1
77
1
/
1
0
0
9
27
2
/
3
7
2
13
8
/
1
7
3
50
5
/
5
4
3
44
/
9
1
99
0
/
1
2
0
5
39
0
/
4
7
4
40
2
/
2
8
4
13
/
1
55
/
1
2
8
80
5
/
1
0
3
6
35
7
/
2
1
9
39
0
/
3
7
9
0/
1
7/
1
4
91
1
/
6
0
3
12
2
7
/
8
0
6
13
/
3
4/
0
86
/
8
4
70
/
1
0
6
28
6
/
3
8
0
46
/
4
0
28
8
/
3
8
7
34
7
/
3
9
0
31
/
1
2
12
6
/
5
3
48
6
/
8
4
2
50
3
/
8
2
3
21
/
3
9
52
/
1
4
1
43
1
/
7
5
6
11
/
1
9
50
1
/
9
1
0
13
/
0
8/
1
7/
6
11
8
/
1
2
1
10
4
1
/
9
0
3
10
0
5
/
7
5
4
7/
2
88
/
4
5
20
6
/
3
6
0
25
1
/
2
4
2
10
4
/
7
4
79
/
7
3
45
/
8
2
23
8
/
2
4
0
83
/
7
0
82
1
/
4
3
9
59
/
5
4
13
6
/
8
9
31
8
/
3
1
1
30
/
1
3
16
/
1
1
7/
4
10
/
8
0/
3
20
5
/
4
6
1
13
5
/
2
3
7
19
8
/
3
7
7
64
/
1
2
8
11
6
/
7
2
45
/
6
3
88
/
6
7
30
4
/
3
2
7
30
/
4
2
46
/
3
9
40
6
/
3
0
3
66
/
1
9
5
74
/
5
0
12
5
/
1
0
5
1/
1
13
/
3
12
1
/
1
0
7
45
5
/
4
2
3
28
/
2
8
11
2
/
5
3
6/
9
37
4
/
2
0
4
45
8
/
8
7
2
56
5
/
58
2
33
0
/
79
1
10
4
/
8
1
3/
0
38
0
/
7
2
1
15
2
/
1
2
9
86
9
/
5
0
8
10
2
5
/
6
3
7
52
8
/
1
0
1
1
60
2
/
3
4
7
35
/
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/
7
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73
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74
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92
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62
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/
8
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9
66
1
/
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1
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41
0
/
8
0
7
34
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8
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1
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68
9
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65
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9
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1
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90
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39
7
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5
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8
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9
22
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8
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70
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66
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1
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47
/
6
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64
/
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/
4
3
the trans ortation solutions com any..
Project Access
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P:\Lewis - Arboretum\Analysis\xFigure 7-19 Year (2028) Phase 2 Without Project Peak Hour Traffic Volumes (4/16/2025)
69
LOS AM Peak Hou PM Peak Hou
Intersection Standard Jurisdiction Control Delay LOS Delay LOS Delay LOS Delay LOS
1: Beech Ave & Summit Ave C Fontana Signal 26.8 C 27.8 C 26.7 C 28.1 C -0.1 0.3
2: Coyote Canyon Rd & Duncan Canyon Rd C Fontana WSC 13.2 B 11.9 B 14.7 B 12.4 B 1.5 0.5
3: I-15 SB Ramps & Duncan Canyon Rd D Caltrans Signal 21.4 C 12.8 B 21.7 C 12.9 B --
4: I-15 NB Ramps & Duncan Canyon Rd D Caltrans Signal 30.0 C 20.6 C 29.5 C 20.7 C --
5: Duncan Canyon Rd & John Previti Ave C Fontana TWSC 41.2 E * 23.4 C 66.7 F * 28.3 D * 25.5 4.9
6: Citrus Ave & Duncan Canyon Rd C Fontana WSC 21.5 C 21.9 C 39.5 E * 38.8 E * 18.0 16.9
7: Citrus Ave & Casa Grande D C Fontana Signal 20.9 C 22.8 C 21.1 C 22.8 C 0.2 0.0
8: Citrus Ave & Summit Ave C Fontana Signal 29.2 C 44.0 D * 29.3 C 44.7 D * 0.1 0.7
9: Citrus Ave & Sierra Lakes Pkwy C Fontana Signal 29.8 C 41.6 D * 29.8 C 42.2 D * 0.0 0.6
10: Citrus Ave & SR-210 WB Ramps D Caltrans Signal 23.7 C 17.5 B 23.6 C 17.4 B --
11: Citrus Ave & SR-210 EB Ramps D Caltrans Signal 25.3 C 16.9 B 25.6 C 17.0 B --
12: Citrus Ave & Highland Ave C Fontana Signal 31.4 C 46.2 D * 31.4 C 46.0 D * 0.0 -0.2
13: Casa Grande Dr & Oak Grove Ave C Fontana TWSC 14.4 B 12.3 B 16.4 C 12.8 B 2.0 0.5
14: Arboretum Ave & Duncan Canyon Rd C Fontana WSC 11.6 B 11.0 B 28.0 D * 14.6 B 16.4 3.6
15: Cypress Ave & Grapeland S C Fontana Roundabou - -
16: Cypress Ave & Arboretum Ave C Fontana TWSC - -
17: Cypress Ave & Terra Vista D C Fontana TWSC 0.1 0.1 - -
18: Cypress Ave & ES N. Dwy C Fontana TWSC 8.8 8.7 - -
19: Cypress Ave & ES S. Dwy C Fontana TWSC 9.4 8.6 - -
20: Cypress Ave & Duncan Canyon Rd C Fontana WSC 9.9 10.3 B 46.0 E * 14.7 B 36.1 4.4
21: Cypress Ave & Gardens Ave C Fontana WSC 7.9 8.1 8.7 8.3 0.8 0.2
22: Cypress Ave & Casa Grande D C Fontana WSC 10.2 B 9.4 11.4 B 9.7 1.2 0.3
23: Duncan Canyon Rd & ES Dwy 3 C Fontana TWSC 9.0 8.1 - -
24: Cassava Dr & Grapeland S C Fontana TWSC 9.3 8.9 - -
25: Cassava Dr & Terra Vista D C Fontana Roundabou 7.6 7.0 - -
26: Cassava Dr & Duncan Canyon Rd C Fontana TWSC 13.6 B 15.3 C 24.7 C 24.0 C 11.1 8.7
27: Montelena Rd & Casa Grande D C Fontana TWSC 11.2 B 11.4 B 12.5 B 11.9 B 1.3 0.5
28: Terra Vista Dr & C-1 Retail Dwy 2 C Fontana TWSC 9.6 10.2 B --
29: Terra Vista Dr & C-1 Retail Dwy 3 C Fontana TWSC 8.6 9.1 - -
30: Duncan Canyon Rd & C-2 Retail Dwy 1 C Fontana TWSC - -
31: Sierra Ave & I-15 SB Ramps D Caltrans Signal 41.5 D 14.5 B 46.2 D 15.0 B --
32: Sierra Ave & I-15 NB Ramps D Caltrans Signal 17.1 B 22.3 C 17.3 B 23.4 C --
33: Sierra Ave & Riverside Ave C Fontana WSC >100 F * >100 F * >100 F * >100 F * 26.6 23.0
34: Sierra Ave & Grapeland St-Segovia Ave C Fontana TWSC 25.1 D * 18.7 C 74.0 F * 34.4 D * 48.9 15.7
35: Sierra Ave & C-1 Retail Dwy 1 C Fontana TWSC 62.5 F * 81.1 F * --
36: Sierra Ave & Terra Vista D C Fontana Signal 25.6 C 26.5 C 44.2 D * 29.4 C 18.6 2.9
37: Sierra Ave & C-2 Retail Dwy 2 C Fontana TWSC - -
38: Sierra Ave & Duncan Canyon Rd C Fontana Signal 43.7 D * 29.0 C 68.9 E * 24.4 C 25.2 -4.6
39: Sierra Ave & Fieldcress D C Fontana TWSC 9.8 9.4 10.0 9.5 0.2 0.1
40: Sierra Ave & Casa Grande D C Fontana Signal 14.7 B 10.4 B 18.2 B 10.2 B 3.5 -0.2
41: Sierra Ave & Summit Ave C Fontana Signal 45.1 D * 30.1 C 46.1 D * 30.4 C 1.0 0.3
42: Sierra Ave & Clubhouse D C Fontana Signal 26.6 C 16.6 B 26.7 C 16.7 B 0.1 0.1
43: Sierra Ave & Sierra Lakes Pkwy C Fontana Signal 31.5 C 73.1 E * 31.6 C 76.7 E * 0.1 3.6
44: Sierra Ave & SR-210 WB Ramps D Caltrans Signal 14.9 B 12.3 B 14.6 B 11.9 B --
45: Sierra Ave & SR-210 EB Ramps D Caltrans Signal 13.8 B 12.1 B 13.5 B 12.2 B --
46: Sierra Ave & Highland Ave C Fontana Signal 36.7 D * 82.2 F * 37.5 D * 76.6 E * 0.8 -5.6
*Exceeds LOS Standard
TWSC = Two-Way Stop Control; For TWSC intersections, reported delay is for worst-case approach/movement.
LOS = Level of Service
Table 7.C: Year (2028) Phase 2 Levels of Service
Without Project With Project Change In Delay
AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour
Future Intersection
Future Intersection
Not Analyzed
Not Analyzed
Future Intersection
Future Intersection
Future Intersection
Future Intersection
Future Intersection
Future Intersection
Future Intersection
Future Intersection
Future Intersection
P:\Lewis - Arboretum\Analysis\LOS\Year (2028)
70
The Resort Village
Traffic Impact Analysis
April 20, 2025
71
Sierra Avenue and Grapeland Street-Segovia Avenue (a.m. peak hour).
Sierra Avenue and Ducan Canyon Road (a.m. peak hour).
Sierra Avenue and Summit Avenue (a.m. peak hour).
Sierra Avenue and Siera Lakes Parkway (p.m. peak hour).
Sierra Avenue and Highland Avenue (a.m. and p.m. peak hours).
7.8 Year (2028) Phase 2 With Project Levels of Service
An intersection level of service analysis was conducted for year (2028) phase 2 with project conditions to determine
circulation system performance. Year (2028) phase 2 with project geometrics and stop controls at study intersections
are shown in Figure 7.20. Year (2028) phase 2 with project traffic volumes at study intersections are shown in Figure
7.21. Detailed volume development worksheets are included in Appendix B. Year (2028) phase 2 with project levels of
service for the study area intersections are summarized in Table 7.C. Level of service calculation worksheets are
contained in Appendix C. As shown in Table 7.C, all study area intersections are forecast to operate at satisfactory levels
of service, with the exception of the following:
John Previti Avenue and Duncan Canyon Road (a.m. peak hour).
Citrus Avenue and Duncan Canyon Road (a.m. and p.m. peak hours).
Citrus Avenue and Summit Avenue (p.m. peak hour).
Citrus Avenue and Sierra Lakes Parkway (p.m. peak hour).
Citrus Avenue and Highland Avenue (p.m. peak hour).
Arboretum Avenue and Duncan Canyon Road (a.m. peak hour).
Cypress Avenue and Duncan Canyon Road (a.m. peak hour).
Sierra Avenue and Riverside Avenue (a.m. and p.m. peak hours).
Sierra Avenue and Grapeland Street-Segovia Avenue (a.m. peak hour).
Sierra Avenue and C-1 Retail Driveway 1 (a.m. and p.m. peak hours).
Sierra Avenue and Terra Vista Drive (a.m. peak hour).
Sierra Avenue and Ducan Canyon Road (a.m. peak hour).
Sierra Avenue and Summit Avenue (a.m. peak hour).
Sierra Avenue and Siera Lakes Parkway (p.m. peak hour).
Sierra Avenue and Highland Avenue (a.m. and p.m. peak hours).
71
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramps 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande Dr 14 Arboretum Ave & Duncan Canyon Rd
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramps 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 7.20
Legend
Signal Free-Right The Resort Village
Stop Sign Roundabout Year (2028) Phase 2 With Project Intersection Geometrics and Stop Control
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the trans ortation solutions com any...
F
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Not Analyzed
F
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P:\Lewis - Arboretum\Analysis\xFigure 7-20 Year (2028) Phase 2 With Project Intersection Geometrics and Stop Control 4/19/2025 72
[421/223 [144/91 [11/7 [27/44 [238/85423/237 303/292 437/469 [103/117 947/585 478/256 121/60Z Q T 97/90 Z Q T 117/141 Z Q T 587/275 889/507 Z Q T 9/10 Z Q T 120/84 Z Q T 164/105
57/89 S R Y 8/26 S R Y 244/342 61/88 S R Y 43/29 S R Y 69/47 S R Y 70/40 S R Y
173/256 272/270 297/162 \307/359 493/824 246/435 46/59
27/104 \12/11 \22/22 \212/361 \36/21 \
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
[46/49 [78/173 [335/354 [287/375 [13/0501/315 111/231 7/4 262/198 [31/7 450/328Z Q T 128/112 Z Q T 343/451 Z T 393/368 Q Z Q T 92/118 Z Q 450/211 Z Q T 26/7
51/87 S R Y 26/65 S R Y R 308/403 S Y 237/167 S R Y 31/46 S 44/5 S R Y
263/347 91/268 3/2 334/289 182/362 320/474
212/202 \231/243 \412/329 \104/45 \25/54 \
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramp 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande 14 Arboretum Ave & Duncan Canyon Rd
[15/9 [39/9299/264 6/13T17/6 [221/54 Z Q T 24/51 Z Q T 18/12Y R Y 12/17 S R Y 14/6 S R Y
333/402 7/18
42/51 \44/20 \
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
[16/14 [9/40 [10/21 [13/18205/121 [77/13 9/40 236/255 113/80Z Q T 0/6 338/326 T 23/71 Z Q T 9/40 Z Q T 36/55 Z Q T 22/21 Q 27/120
77/73 S R Y 196/39 S Y 37/17 S R Y 15/34 S R Y 44/39 S R Y 28/35 S
113/199 268/436 28/22 198/363 97/77 57/31
37/84 \53/21 \55/39 \12/100 \
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
[124/86[64/79 3/6 [515/652 [70/16Z 22/48 298/341 Z T 660/509 Q Q T 176/107 Z Q T 35/5 Z
101/72 242/457 R 267/494 S Y Y 26/14 S R Y 79/103 S R
3/3 39/28 \101/102 \
283/321 \
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
[7/1 [20/66 [0/4[118/211 23/11 58/35 0/3Z Q T 423/290 Z Q T 26/8 Z [0/5 Z Q T 56/88 Z Z Q T 1/17
39/27 S R Y 139/314 S R Y 24/15 \ Y 15/24 S R Y 76/112 S R 9/16 S R Y
82/70 \11/29 23/19 349/212 \175/119 \
92/114 \98/60 \
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
[165/274 [325/469124/236 [300/475 301/203Z Q T 204/245 Z T 487/369 Z Z Q T 27/69
71/189 S R Y Y 321/258 S Y 411/441 S R Y
119/254 464/439 \237/299
364/715 \111/61 \
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramp 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 7.21
XXXX / YYYY AM / PM Peak Hour Volume (In PCEs) The Resort Village
Year (2028) Phase 2 With Project Peak Hour Traffic Volumes
45
/
2
3
9/
2
1
64
/
3
5
96
/
4
1
25
/
1
4
1/
1
0
49
/
6
2
11
4
/
3
8
60
/
4
4
44
/
4
1
59
/
4
3
15
0
/
1
8
0
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/
1
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16
/
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71
0
/
8
5
2
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/
9
3
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11
7
/
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6
94
2
/
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0
7
34
/
1
9
36
6
/
2
4
8
11
2
/
6
2
66
/
3
1
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/
1
6
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24
/
7
90
/
4
5
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1
51
2
/
5
3
2
39
7
/
6
2
6
12
6
/
6
9
41
/
3
7
13
5
/
9
8
6/
9
22
/
5
5
44
/
2
5
37
/
2
2
10
8
4
/
6
7
7
39
/
4
0
10
4
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/
6
0
8
6
6
6
/
5
1
9
13
/
8
52
/
3
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66
1
/
6
1
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13
/
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9
49
4
/
8
7
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34
/
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73
/
8
7
45
9
/
8
1
8
10
4
/
1
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5
70
6
/
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0
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73
6
/
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9
4
10
3
/
2
4
13
0
/
6
7
44
/
2
5
8/
0
47
/
1
9
10
4
2
/
8
1
0
73
/
1
2
2
13
/
1
9
5/
7
2
83
/
4
3
43
/
8
0
28
/
2
2
11
/
2
4
74
9
/
3
5
8
11
9
4
/
7
6
3
65
8
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1
1
9
4
70
9
/
4
2
8
10
/
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2
58
6
/
5
9
6
36
2
/
8
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6
16
2
/
1
2
6
3/
0
43
2
/
7
6
0
20
5
/
1
7
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98
4
/
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9
2
26
/
3
2
11
2
/
5
3
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9
39
5
/
2
1
8
45
8
/
8
7
2
86
/
2
3
20
2
/
5
2
28
/
2
2
64
/
4
2
45
5
/
4
2
3
28
/
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74
/
5
0
12
5
/
1
0
5
1/
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13
/
3
15
0
/
1
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3
18
6
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4
7
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30
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10
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8
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25
1
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13
5
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20
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11
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/
72
45
/
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88
/
6
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31
6
/
3
3
5
30
/
4
2
94
/
6
7
40
6
/
3
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3
66
/
1
9
5
23
8
/
2
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83
/
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82
8
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4
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60
/
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5
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/
8
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31
8
/
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1
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21
5
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3
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9
25
1
/
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2
10
4
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7
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99
/
8
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45
/
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2
28
8
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3
8
7
34
7
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3
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0
31
/
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12
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9
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9
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56
9
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9
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6
24
/
4
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70
/
1
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7
51
2
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8
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0
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/
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9
60
0
/
1
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5
0
13
/
0
8/
1
7/
6
11
8
/
1
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1
10
4
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/
9
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7
5
7
7/
2
88
/
4
5
13
/
1
55
/
1
2
8
81
2
/
1
0
4
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35
7
/
2
1
9
39
2
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3
8
1
0/
1
8/
1
5
10
0
6
/
6
6
7
13
2
1
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8
6
9
13
/
3
4/
0
86
/
8
4
70
/
1
0
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28
6
/
3
8
0
46
/
4
0
40
9
/
2
9
0
44
/
9
1
10
3
8
/
1
2
6
7
39
0
/
4
7
4
0/
8
17
2
/
2
0
3
83
5
/
1
2
8
4
45
9
/
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8
1
77
6
/
1
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1
5
27
2
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3
7
2
14
9
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1
7
9
50
5
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3
55
7
/
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10
2
1
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9
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5
32
2
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11
7
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1
87
/
1
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76
/
1
0
7
38
0
/
6
7
9
13
6
5
/
1
2
5
7
14
3
6
/
1
2
0
8
13
4
6
/
7
9
1
54
8
/
4
9
4
41
7
/
4
1
8
80
3
/
9
3
5
25
6
/
2
8
2
28
0
/
5
2
5
13
6
/
6
4
87
3
/
1
1
1
6
11
0
6
/
1
4
8
3
the trans ortation solutions com any..
Not Analyzed
Project Access
Location
Not Analyzed
Project Access
Location
P:\Lewis - Arboretum\Analysis\xFigure 7-21 Year (2028) Phase 2 With Project Peak Hour Traffic Volumes (4/16/2025)
73
The Resort Village
Traffic Impact Analysis
April 20, 2025
74
8.0 YEAR (2030) PHASE 3 CONDITIONS
This section discusses the year (2030) phase 3 traffic operations within the study area.
8.1 Year (2030) Phase 3 Roadway Conditions
Year (2030) roadway conditions are assumed to be the same as those under year (2028) conditions.
8.2 Year (2030) Phase 3 Transit Service
Transit service under year (2030) phase 3 conditions is anticipated to remain the same as under year (2028) phase 2
conditions.
8.3 Year (2030) Phase 3 Bicycle & Pedestrian Facilities
Pedestrian and bicycle facilities under year (2030) phase 3 conditions are anticipated to remain the same as under year
(2028) phase 2 conditions.
8.4 Year (2030) Phase 3 Land Uses and Circulation
Year 2030 Phase 3 includes all planning areas with the exception of the Retail C-2 center.
Year (2030) Phase 3 includes the following land uses:
46,362 square feet of Supermarket.
7,784 square feet of Fast-Food Restaurant.
22,540 square feet of Retail.
700 student Elementary School.
990 single-family dwelling units.
473 multi-family dwelling units.
Year (2030) Phase 3 includes the following circulation network:
Grapeland Street extends west from Sierra Avenue to Cassava Drive.
Terra Vista Drive extends west from Sierra Avenue to Cypress Avenue.
Cassava Drive extends north from Duncan Canyon Road to Grapeland Street.
Cypress Avenue extends north from Duncan Canyon Road to Grapeland Street.
8.5 Year (2030) Phase 3 Project Trip Generation
Year (2030) Phase 3 Trip Generation Rates
The trip generation for Year (2030) Phase 3 was developed based on rates included in the Institute of Transportation
Engineers’ (ITE) Trip Generation (11th Edition). The rates included are Land Use 210 “Single-Family Detached Housing”,
Land Use 220 “Multifamily Housing (Low Rise)”, Land Use 850 “Supermarket”, Land Use 934 “Fast-Food Restaurant
with Drive-Through Window”, Land Use 822 “Strip Retail Plaza, and Land Use 520 “Elementary School”.
Year (2030) Phase 3 Elementary School Trips
Year (2030) Phase 3 is anticipated to include 1,463 new residential units. Therefore, it is anticipated that approximately
280 students (1,463*0.1905) would attend the Elementary School from the Resort Village. Table 8.A shows the Year
2030 Phase 3 trip generation for the 700 student Elementary School. Of the 700 students, approximately 40 percent
(280/700) would come from the Resort Village. As shown in Table 8.A, the total trip generation for the Elementary School
is 518 trips in the a.m. peak hour, 112 trips in the pm. peak hour, and 1,589 daily trips. To differentiate between student
and staff trips, it was assumed that the difference between the inbound and outbound total trip generation for the school
would be staff trips. For example, in the a.m. peak hour, the school is anticipated to generate 280 inbound trips and 238
outbound trips. The difference between the inbound and outbound is 42 trips (280 – 238). This difference is assumed to
be staff who would travel inbound in the a.m. peak hour and stay for the remainder of the day. Similarly, in the p.m. peak
hour, the school is anticipated to generate 52 inbound trips and 60 outbound trips. The difference between the inbound
74
the trans ortation solutions com any...
Land Use In Out Total In Out Total Daily
Single-Family Residential
Trip Generation Rates 1 0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 990 DU 180 513 693 586 345 931 9,336
Internal Trips 2 (6) (21) (27) (48) (23) (71) (667)
Net After Internal Trips 174 492 666 538 322 860 8,669
Multifamily Housing (Low-Rise)
Trip Generation Rates 3 0.10 0.30 0.40 0.32 0.19 0.51 6.74
Trip Generation 473 DU 45 144 189 152 89 241 3,188
Internal Trips 2 (6) (21) (27) (48) (24) (72) (228)
Net After Internal Trips 39 123 162 104 65 169 2,960
Supermarket (C-1 Retail)
Trip Generation Rates 4 Per TSF 1.69 1.17 2.86 4.48 4.48 8.95 93.84
Trip Generation 46.362 78 55 133 207 208 415 4,351
Internal Trips 2 (11) (10) (21) (53) (76) (129) (311)
Net After Internal Trips 67 45 112 154 132 286 4,040
Pass By Rate 5 0%24% 24%
Pass By Trips 0 0 0 (34) (35) (69) (970)
Net After Pass-By 67 45 112 120 97 217 3,070
Fast-Food W/Drive-Thru (C-1 Retail)
Trip Generation Rates 6 Per TSF 22.75 21.86 44.61 17.18 15.85 33.03 467.48
Trip Generation 7.784 177 170 347 134 124 258 3,639
Internal Trips 2 (45) (16) (61) (58) (73) (131) (260)
Net After Internal Trips 132 154 286 76 51 127 3,379
Pass By Rate 7 50%55% 24%
Pass By Trips (71) (72) (143) (35) (35) (70) (811)
Net After Pass-By 61 82 143 41 16 57 2,568
Shops (C-1 Retail)
Trip Generation Rates 8 Per TSF 1.42 0.94 2.36 3.30 3.30 6.59 54.45
Trip Generation 22.540 32 21 53 74 75 149 1,227
Internal Trips 2 (5) (5) (10) (26) (37) (63) (88)
Net After Internal Trips 27 16 43 48 38 86 1,139
Pass By Rate 9 0%29% 29%
Pass By Trips 0 0 0 (12) (13) (25) (330)
Net After Pass-By 27 16 43 36 25 61 809
Table 8.A: Year (2030) Phase 3 Project Trip Generation
A.M. Peak Hour P.M. Peak Hour
Units
Trip Gen V3\Trip Gen ITE Phase 3 2030
75
the trans ortation solutions com any...
Elementary School
Trip Generation Rates 10 0.40 0.34 0.74 0.07 0.09 0.16 2.27
Total Trip Generation 700 STU 280 238 518 52 60 112 1,589
Student Trip Generation 700 STU 238 238 476 52 52 104 1,539
Staff Trip Generation 42 0 42 0 8 8 50
Internal Trips to/from Retail (73) (73) (146) (233) (233) (466) (1,553)
Total Net External Trips 648 996 1,644 891 585 1,476 19,666
1
2
3
4
5
6
7
8
9
10
11
Daily Pass-by rates for Land Use 820 were used since they are lower than rates for 822. The reates are based on ITE Trip Generation (11th Edition). Rates for daily are
assumed to be the same as p.m. peak hour rates.
Trip generation based on rates for Land Use 520 - "Elementary School" from Institute of Transportation Engineers' (ITE) Trip Generation (11th Edition).
Project Students based on FUSD Student Generation Factors.
Trip generation based on rates for Land Use 822 - "Strip Retail Plaza (<40k)" from Institute of Transportation Engineers' (ITE) Trip Generation (11th Edition).
Notes: DU = Dwelling Unit, TSF = 1,000 Square Feet, STU = Students
Trip generation based on rates for Land Use 210 - "Single-Family Detached Housing" from Institute of Transportation Engineers' (ITE) Trip Generation (11th Edition).
Trip generation based on rates for Land Use 220 - "Multifamily Housing (Low-Rise)" from Institute of Transportation Engineers' (ITE) Trip Generation (11th Edition).
Trip generation based on rates for Land Use 850 - "Supermarket" from Institute of Transportation Engineers' (ITE) Trip Generation (11th Edition).
Daily Pass-by rates for Land Use 850 are based on ITE Trip Generation (11th Edition). Rates for daily are assumed to be the same as p.m. peak hour rates.
Trip generation based on rates for Land Use 934 - "Fast-Food Restaurant with Drive-Through Window" from Institute of Transportation Engineers' (ITE) Trip Generation
(11th Edition).
Daily Pass-by rates for Land Use 934 are based on ITE Trip Generation (11th Edition). Rates for daily are assumed to be the same as p.m. peak hour rates.
Internal trips based on NCHRP Report 684.
Trip Gen V3\Trip Gen ITE Phase 3 2030
76
The Resort Village
Traffic Impact Analysis
April 20, 2025
77
and outbound is 8 trips (52 – 60). This difference is assumed to be staff who would travel outbound in the pm. peak hour.
Table 8.A shows the staff trip generation. The staff trip generation was subtracted from the total trip generation to develop
the student trip generation. Table 8.A shows the student trip generation. As shown in Table 8.A, the number of student
trips is 476 in the a.m. peak hour, 104 in the p.m. peak hour, and 1,539 daily trips. In addition, to provide a conservative
analysis, the school staff was assumed to come from outside the project boundary.
Year (2030) Phase 3 Pass-by Trips
Year (2030) Phase 3 Pass-by trips are existing vehicle trips that are already traveling on a roadway and choose to make
a quick stop at a nearby commercial establishment as part of their existing route and without significantly altering their
original path of travel. They are not considered new trips generated by the project itself. Pass-by trips for the retail
portions of the project are based on several rates from ITE Trip Generation (11th Edition). Table 8.A shows the pass-by
trips for Year (2030) Phase 3.
Year (2030) Phase 3 Internal Trips
Year (2030) Phase 3 trips that would be internal to the project for the residential and retail uses were calculated using
the NCHRP Report 684 Internal Trip Capture Estimation Tool. Based on the Tool, the internal trips from retail to
residential land uses are anticipated to be 146 trips in the a.m. peak hour, 466 trips in the p.m. peak hour, and 1,553
daily trips. Table 8.A shows the internal trips for Year (2028) Phase 2.
Year (2030) Phase 3 Net External Trips
Table 8.A shows the net external trip generation for Year (2030) Phase 3. As shown in Table 8.A, after accounting for
pass-by, internal trips, and elementary school student trips, the Year (2030) Phase 3 is anticipated to generate 1,644 net
external a.m. peak hour trips, 1,476 net external p.m. peak hour trips, and 19,666 net external daily trips.
8.6 Year (2030) Phase 3 Project Trip Distribution & Assignment
Year (2030) Phase 3 Residential Trip Distribution and Assignment
The trip distribution for residential uses is based on a select zone model run from SBTAM, local and regional destinations,
and discussion with City staff. It should also be noted that volumes at some intersections may be unbalanced to account
for local land uses. The trip distribution for residential uses under Year 2030 Phase 3 is shown in Figure 8.1. The resulting
residential trip assignment for the a.m. and p.m. peak hours are shown in Figure 8.2.
Year (2030) Phase 3 Retail Trip Distribution and Assignment
The trip distributions for the retail uses are based on a select zone model run from SBTAM, local and regional
destinations, and discussion with City staff. It should also be noted that volumes at some intersections may be
unbalanced to account for local land uses. The trip distribution at all study intersections for the C-1 Retail Center under
Year (2030) Phase 3 is shown in Figure 8.3. In addition, separate inbound and outbound figures are provided to give a
clearer view of the distribution percentages in and around the C-1 Retail Center. Figures 8.4 and 8.5 illustrate the inbound
and outbound trip distributions for the C-1 Retail Center under Year (2030) Phase 3. The pass-by trip distribution for the
C-1 retail Center is shown in Figure 8.6. The resulting C-1 Retail Center trip assignment for the a.m. and p.m. peak hours
are shown in Figure 8.7.
Year (2030) Phase 3 Elementary School Trip Distribution and Assignment
As stated in the project trip generation section, the staff for the Elementary School are assumed to travel from outside
the project area and the students are assumed to be local trips. Therefore, two separate distributions were developed
for student and staff trips. The elementary school student trips were distributed based on discussion with City staff. The
elementary school trip distribution for school students at all study intersections under Year (2030) Phase 3 is shown in
Figure 8.8. In addition, separate inbound and outbound figures are provided to give a clearer view of the distribution
percentages in and around the elementary school. Figures 8.9 and 8.10 illustrate the inbound and outbound trip
77
[(0.2%)(1.2%)(24.1%)Q (2%)(1.2%)T (22.2%)(23.4%)(23.4%)T (6.4%) T (2.7%)
2%1.2%1.2%1.2% Y 23.4%24.1% Y Y
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
Z (2.7%)(30.5%)
6%S 2.7%30.5%
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramp 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande 14 Arboretum Ave & Duncan Canyon Rd
[(5%)(30.5%)Y Y 10%S
20.5%
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
[9.6%9.6%(2.7%)(30.5%)T 28%Z Q T 9.6%Z Q [12.7%(2.7%)28.8%
2.7%20.5%(5%) Y (7.6%)S R Y 20.5%S 2.7%(28.8%)
(9.6%)
(14.4%)\
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
28.8%12.7%T 8% T 13%Z
(28.8%)(12.7%) R 7.4%\ Y Y (13%)S R
(15%)\
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
Z Z Z
(12.3%)S R 0.3%(3.1%)S R 2.7%S
(16.5%)\(9.6%)\
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
Z Q [5.5% Z Q [0.4%
12%S 1.5%S
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramp 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 8.1
XX%(YY%)Inbound%(Outbound%) Distribution The Resort Village
Year (2030) Phase 3 - Residential - Project Trip Distribution
7.
6
%
7.
6
%
(
1
4
.
4
%
)
(3
0
.
5
%
)
(1
2
.
7
%
)
(5
%
)
(1
.
2
%
)
1.
2
%
5%
(
1
.
2
%
)
(5
%
)
10
%
(4
1
.
1
%
)
(2
.
7
%
)
15
.
4
%
15
%
(1
5
.
4
%
)
7.
4
%
(
1
5
.
4
%
15
.
4
%
(
1
5
%
)
13
%
15
.
4
%
8%
(9
.
6
%
)
14
.
4
%
3.
1
%
(
3
1
.
5
%
)
31
.
5
%
(
3
.
1
12
.
3
%
(7
.
4
%
)
(8
%
)
(1
3
%
)
(3
1
.
5
%
)
(1
5
.
4
%
)
3.
1
%
14
.
4
%
(
7
.
6
(7
.
4
%
)
(9
.
6
%
)
(2
3
%
)
10
%
10
%
22
.
2
%
2.
7
%
4.
5
%
6.
4
%
(4
.
5
%
)
1.
2
%
1.
2
%
0.
2
%
(3
8
.
4
%
)
9.
6
%
31
.
5
%
41
.
1
%
(1
.
2
%
)
(1
.
2
%
)
(1
.
2
%
)
(3
4
.
5
%
)
(3
4
.
5
%
)
34
.
5
%
38
.
4
%
(6
%
)
17
%
34
.
5
%
1.
2
%
1.
2
%
(5
.
5
%
)
(1
.
5
%
)
(1
5
.
1
%
)
(0
.
4
%
)
(1
2
%
)
3.
1
%
(
1
5
%
)
16
.
5
%
15
%
(
3
.
1
%
)
(1
7
%
)
(1
7
%
)
(1
7
%
)
17
%
15
.
1
%
17
%
the trans ortation solutions com any..
P:\Lewis - Arboretum\Analysis\xFigure 8-1 Year (2030) Phase 3 - Residential - Project Trip Distribution (4/17/2025)
78
[1/1 7/5 148/93Q 12/8 7/5 T 137/86 144/91 144/91 T 39/25 T 17/10
4/13 3/8 3/8 3/8 Y 50/150 51/155 Y Y
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
Z 17/10 188/118
13/39 S 6/17 65/196
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramp 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande 14 Arboretum Ave & Duncan Canyon Rd
[31/19 188/118Y Y 21/64 S
44/132
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
[20/6220/6217/10 188/118 T 60/180 Z Q T 20/62 Z Q [27/82 17/10 61/185
6/17 44/132 31/19 Y 47/29 S R Y 44/132 S 6/17 177/111
59/37
89/56 \
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
61/185 27/82 T 17/51 T 28/83 Z
177/111 78/49 R 16/48 \ Y Y 80/50 S R
92/58 \
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
Z Z Z
76/48 S R 20/14 S R 6/17 S
101/64 \59/37 \
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
Z Q [12/35 Z Q [1/3
26/77 S 3/10 S
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramp 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 8.2
XX/YY AM/PM Peak Hour Project Trips The Resort Village
Year (2030) Phase 3 - Residential - Project Trip Assignment
16
/
4
9
10
5
/
1
0
5
18
8
/
1
1
8
78
/
4
9
31
/
1
9
7/
5
3/
8
11
/
3
2
7
/
5
31
/
1
9
21
/
6
4
25
3
/
1
5
9
17
/
1
0
33
/
9
9
32
/
9
6
95
/
6
0
11
1
/
1
0
8
12
5
/
1
5
7
28
/
8
3
33
/
9
9
17
/
5
1
59
/
3
7
31
/
9
2
20
1
/
1
4
2
86
/
2
1
4
26
/
7
9
46
/
2
9
49
/
3
1
80
/
5
0
19
4
/
1
2
2
95
/
6
0
7/
2
0
78
/
1
2
1
46
/
2
9
59
/
3
7
14
1
/
8
9
21
/
6
4
21
/
6
4
47
/
1
4
3
6/
1
7
10
/
2
9
14
/
4
1
28
/
1
7
3/
8
3/
8
0/
1
23
6
/
1
4
9
20
/
6
2
67
/
2
0
2
88
/
2
6
4
7/
5
7/
5
7/
5
21
2
/
1
3
4
21
2
/
1
3
4
73
/
2
2
1
82
/
2
4
7
37
/
2
3
36
/
1
0
9
73
/
2
2
1
3/
8
3/
8
34
/
2
1
9/
6
93
/
5
8
2/
2
74
/
4
6
99
/
7
8
35
/
1
0
6
51
/
1
0
8
10
5
/
6
6
10
5
/
6
6
10
5
/
6
6
36
/
1
0
9
32
/
9
7
36
/
1
0
9
the trans ortation solutions com any..
P:\Lewis - Arboretum\Analysis\xFigure 8-2 Year (2030) Phase 3 - Residential - Project Trip Assignment (4/17/2025)
79
[(0.2%)(11.4%)(21.2%)Q (2%)(11.4%)T (8.6%)(20%)(20%)T (5%) T (6.8%)
2%11.4%11.4%11.4% Y 20%21.2% Y Y
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
Z Z Z Z T (0.9%)(6.8%)(26.2%)
5.4%S 0.5%S 1.4%S 1.2%S Y 6.8%26.2%
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramp 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande 14 Arboretum Ave & Duncan Canyon Rd
(26.2%)T (1%)
26.2% Y
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
(6.8%)(27.2%)(27.2%)(6.8%)Q
6.8% 27.2%27.2%6.8%
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
[40%(27.2%)T 10.9% T 21.9% Z
(30%)27.2% R 4%\ Y Y (26.8%)S R
(43.2%)\
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
Z Z Q [2.2% Z
(10%)S R 27.2%S 6.8%S 0.7%S
(20%)\
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
Z [0.4%Z Z Q [0.8% 2.2%S 3.2%S
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramp 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 8.3
XX%(YY%)Inbound%(Outbound%) Distribution The Resort Village
Year (2030) Phase 3 - C-1 Retail - Project Trip Distribution
(1
5
.
1
%
)
(1
4
.
7
%
)
(2
.
2
%
)
(0
.
4
%
)
17
.
3
%
10
.
7
%
14
.
7
%
(3
.
2
%
)
(1
0
.
7
%
)
(0
.
8
%
)
(4
3
.
2
%
)
40
%
23
.
2
%
17
.
3
%
1.
8
%
3.
2
%
(1
7
.
3
%
)
16
.
9
%
(5
.
4
%
)
(3
.
7
%
)
(1
.
8
%
)
(1
.
4
%
)
(1
8
%
)
(0
.
7
%
)
(1
7
.
3
%
)
18
%
27
%
0.
2
%
(2
.
2
%
)
36
%
36
%
(1
.
8
%
)
3.
7
%
3.
2
%
(0
.
5
%
)
8.
6
%
6.
8
%
2.
3
%
5%
(2
.
3
%
)
1%
(4
%
)
(4
%
)
(1
0
.
9
%
)
(2
1
.
9
%
)
(3
6
%
)
(1
4
.
9
%
)
(2
7
.
2
%
)
(6
3
.
2
%
)
63
.
2
%
10
.
9
%
(3
6
%
)
(6
.
8
%
)
(2
7
%
)
14
.
9
%
(3
6
.
8
%
)
23
.
2
%
(1
0
%
)
36
.
8
%
36
.
8
%
(1
%
)
(1
%
)
1%
0.
9
%
(1
.
2
%
)
(0
.
6
%
)
0.
6
%
(3
.
2
%
)
(3
0
%
)
1%
the trans ortation solutions com any..
P:\Lewis - Arboretum\Analysis\xFigure 8-3 Year (2030) Phase 3 - C-1 Retail - Project Trip Distribution (4/17/2025)
80
[40%Z R R
28 C-1 Retail Dwy 2 & Terra Vista Dr 29 C-1 Retail Dwy 3 & Terra Vista Dr 35 Sierra Ave & C-1 Retail Dwy 1 36 Sierra Ave & Terra Vista Dr
FIGURE 8.4
XX%(YY%)Outbound%(%) Distribution The Resort Village
Year (2030) Phase 3 - C-1 Retail - Inbound Trip Distribution @ Driveways
36
.
8
%
23
.
2
%
40
%
23
.
2
%
the trans ortation solutions com any...
P:\Lewis - Arboretum\Analysis\xFigure 8-4 Year (2030) Phase 3 - C-1 Retail - Inbound Trip Distribution @ Driveways (4/17/2025)81
Q
(30%(26.8%S (10%S
(43.2%\(20%\
28 C-1 Retail Dwy 2 & Terra Vista Dr 29 C-1 Retail Dwy 3 & Terra Vista Dr 35 Sierra Ave & C-1 Retail Dwy 1 36 Sierra Ave & Terra Vista Dr
FIGURE 8.5
XX%(YY%)Outbound%(%) Distribution The Resort Village
Year (2030) Phase 3 - C-1 Retail - Outbound Trip Distribution @ Driveways
(4
3
.
2
%
)
(1
0
%
)
(3
0
%
)
the trans ortation solutions com any...
P:\Lewis - Arboretum\Analysis\xFigure 8-5 Year (2030) Phase 3 - C-1 Retail - Outbound Trip Distribution @ Driveways (4/17/2025)82
Z
(50%S R
(50%\
28 C-1 Retail Dwy 2 & Terra Vista Dr 29 C-1 Retail Dwy 3 & Terra Vista Dr 35 Sierra Ave & C-1 Retail Dwy 1 36 Sierra Ave & Terra Vista Dr
FIGURE 8.6
XX%(YY%)Outbound%(%) Distribution The Resort Village
Year (2030) Phase 3 - C-1 Retail - Pass-by Trip Distribution
50
%
-5
0
%
50
%
-5
0
%
the trans ortation solutions com any...
P:\Lewis - Arboretum\Analysis\xFigure 8-6 Year (2030) Phase 3 - C-1 Retail - Pass-by Trip Distribution (4/17/2025)83
16/16 30/293/3 16/16 T 12/12 29/28 29/28 T 7/7 T 10/9
3/4 18/22 18/22 18/22 Y 31/39 33/42 Y Y
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
Z Z Z Z T 1/1 10/9 37/36
8/11 S 1/1 S 2/3 S 2/2 S Y 11/13 41/52
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramp 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande 14 Arboretum Ave & Duncan Canyon Rd
37/36T1/1
41/52 Y
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
10/9 39/38 39/38 10/9 Q
11/13 42/54 42/54 11/13
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
[62/79 39/38 T 17/21 T 34/43 Z
43/41 42/54 R 6/8 \ Y Y 38/37 S R
62/60 \
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
Z Z Q [3/4 Z
14/14 S R 42/54 S 11/13 S 1/1 S
29/28 \
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
Z [1/1 Z Z Q [1/2 3/4 S 5/6 S
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramp 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 8.7
XX/YY AM/PM Peak Hour Project Trips The Resort Village
Year (2030) Phase 3 - C-1 Retail - Project Trip Assignment
43
/
4
1
2/
2
1/
2
2/
2
1/
1
1/
1
5/
4
1/
1
2/
2
1/
1
51
/
5
0
10
/
9
39
/
3
7
23
/
2
9
53
/
5
1
36
/
4
6
14
/
1
4
57
/
7
2
57
/
7
2
17
/
2
1
90
/
8
7
98
/
1
2
5
6/
6
16
/
1
5
31
/
3
0
51
/
5
0
21
/
2
1
39
/
3
8
2/
2
6/
6
13
/
1
7
11
/
1
3
4/
5
8/
1
0
3/
3
5/
6
1/
1
6/
7
3/
3
56
/
7
1
56
/
7
1
3/
2
5/
5
3/
2
2/
2
26
/
2
5
1/
1
25
/
2
4
28
/
3
5
42
/
5
3
8/
7
26
/
3
3
27
/
3
4
3/
4
5/
6
25
/
2
4
5/
4
15
/
1
5
1/
1
62
/
6
0
62
/
7
9
36
/
4
6
22
/
2
1
21
/
2
0
3/
3
1/
1
27
/
3
4
17
/
2
1
23
/
2
9
the trans ortation solutions com any..
P:\Lewis - Arboretum\Analysis\xFigure 8-7 Year (2030) Phase 3 - C-1 Retail - Project Trip Assignment (4/19/2025)
84
Q [(12%)(12%)(12%)(12%)(12%)
12%12%12%12%
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
[(14%)(12%)Q [(2%)Q T (10%)
12% Y
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramp 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande 14 Arboretum Ave & Duncan Canyon Rd
Q T (7%) [(93%)Z Z Q [10%Y 7%\ Y R 29% Y 1%S
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
Q [13%[50%Z Z
43%S (11%)\(29%)\ R (13%)S
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramp 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 8.8
XX%(YY%)Inbound%(Outbound%) Distribution The Resort Village
Year (2030) Phase 3 - Elementary School Students - Project Trip Distribution
13
%
40
%
(1
1
%
)
14
%
(1
%
)
(2
4
%
)
(3
6
%
)
2%
7%
10
%
(1
1
%
)
(1
3
%
)
(1
0
%
)
13
%
(1
1
%
)
(1
3
%
)
(4
0
%
)
10
%
(6
0
%
)
12
%
7%
(5
3
%
)
7%
(2
9
%
)
the trans ortation solutions com any..
P:\Lewis - Arboretum\Analysis\xFigure 8-8 Year (2030) Phase 3 - Elementary School Students - Project Trip Distribution (4/17/2025)
85
Q [50%
29% Y 43%S
18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 23 ES Dwy 3 & Duncan Canyon Rd
FIGURE 8.9
XX%(YY%)Outbound%(%) Distribution The Resort Village
Year (2030) Phase 3 - Elementary School Students - Inbound Trip Distribution @ Driveways
14
%
7%
the trans ortation solutions com any...
P:\Lewis - Arboretum\Analysis\xFigure 8-9 Year (2030) Phase 3 - Elementary School Students - Inbound Trip Distribution @ Driveways (4/17/2025)86
T (7% [(93%Z D
18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 23 ES Dwy 3 & Duncan Canyon Rd
XX%(YY%)Outbound%(%) Distribution
FIGURE 8.10
The Resort Village
Year (2030) Phase 3 - Elementary School Students - Outbound Trip Distribution @ Driveways
(5
3
%
)
(4
0
%
)
(6
0
%
)
(3
6
%
)
(2
4
%
)
the trans ortation solutions com any...
P:\Lewis - Arboretum\Analysis\xFigure 8-10 Year (2030) Phase 3 - Elementary School Students - Outbound Trip Distribution @ Driveways (4/17/2025)87
The Resort Village
Traffic Impact Analysis
April 20, 2025
88
distribution for the school students at the school driveways under Year (2030) Phase 3. The resulting trip assignment at
all study intersections is shown in Figure 8.11.
The elementary school staff trips were distributed based on local and regional destinations. The elementary school trip
distribution for school staff at all study intersections under Year (2030) Phase 2 is shown in Figure 8.12. In addition,
separate inbound and outbound figures are provided to give a clearer view of the distribution percentages in and around
the elementary school. Figures 8.13 and 8.14 illustrate the inbound and outbound trip distribution for the school staff at
the school driveways under Year (2030) Phase 3. The resulting trip assignment at all study intersections is shown in
Figure 8.15.
Year (2030) Phase 3 Internal Trip Distribution and Assignment
The trip distribution for residential and retail internal trips is based on the proximity to the retail driveways at the C-1
Retail Center. The internal trip distribution for the C-1 Retail Center under Year 2030 Phase 3 is shown in Figure 8.16
and the resulting trip assignment is shown in Figure 8.17.
Year (2030) Phase 3 Total Trip Assignment
The year (2030) Phase 3 total trip assignment is shown in Figure 8.18.
8.7 Year (2030) Phase 3 Without Project Levels of Service
An intersection level of service analysis was conducted for year (2030) phase 3 without project conditions to determine
circulation system performance. Year (2030) phase 3 without project traffic volumes at study intersections are shown in
Figure 8.19. Detailed volume development worksheets are included in Appendix B. Year (2030) phase 3 without project
levels of service for the study area intersections are summarized in Table 8.B. Level of service calculation worksheets
are contained in Appendix C. As shown in Table 8.B, all study area intersections are forecast to operate at satisfactory
levels of service, with the exception of the following:
John Previti Avenue and Duncan Canyon Road (a.m. peak hour).
Citrus Avenue and Duncan Canyon Road (p.m. peak hour).
Citrus Avenue and Summit Avenue (p.m. peak hour).
Citrus Avenue and Sierra Lakes Parkway (p.m. peak hour).
Citrus Avenue and Highland Avenue (p.m. peak hour).
Sierra Avenue and Riverside Avenue (a.m. and p.m. peak hours).
Sierra Avenue and Grapeland Street-Segovia Avenue (a.m. peak hour).
Sierra Avenue and Ducan Canyon Road (a.m. peak hour).
Sierra Avenue and Summit Avenue (a.m. peak hour).
Sierra Avenue and Siera Lakes Parkway (p.m. peak hour).
Sierra Avenue and Highland Avenue (a.m. and p.m. peak hours).
8.8 Year (2030) Phase 3 With Project Levels of Service
An intersection level of service analysis was conducted for year (2030) phase 3 with project conditions to determine
circulation system performance. Year (2030) phase 3 with project geometrics and stop controls at study intersections
are shown in Figure 8.20. Year (2030) phase 3 with project traffic volumes at study intersections are shown in Figure
8.21. Detailed volume development worksheets are included in Appendix B. Year (2030) phase 3 with project levels of
service for the study area intersections are summarized in Table 8.B. Level of service calculation worksheets are
contained in Appendix C. As shown in Table 8.B, all study area intersections are forecast to operate at satisfactory levels
of service, with the exception of the following:
John Previti Avenue and Duncan Canyon Road (a.m. and p.m. peak hours).
Citrus Avenue and Duncan Canyon Road (a.m. and p.m. peak hours).
88
Q [29/6 29/6 29/6 29/6 29/6
29/6 29/6 29/6 29/6
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
[33/729/6Q [5/1 Q T 24/5
29/6 Y
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramp 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande 14 Arboretum Ave & Duncan Canyon Rd
Q T 17/4 [221/48 Z Z Q [24/5Y17/4 \ Y R 69/15 Y 2/1 S
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
Q [31/7 [119/26 Z Z
102/22 S 26/6 \69/15 \ R 31/7 S
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramp 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 8.11
XX/YY AM/PM Peak Hour Project Trips The Resort Village
Year (2030) Phase 3 - Elementary School Students - Project Trip Assignment
31
/
7
95
/
2
1
26
/
6
33
/
7
2/
1
57
/
1
2
86
/
1
9
5/
1
17
/
4
24
/
5
26
/
6
31
/
7
24
/
5
31
/
7
26
/
6
31
/
7
95
/
2
1
24
/
5
14
3
/
3
1
29
/
6
17
/
4
12
6
/
2
8
17
/
4
69
/
1
5
the trans ortation solutions com any..
P:\Lewis - Arboretum\Analysis\xFigure 8-11 Year (2030) Phase 3 - Elementary School Students - Project Trip Assignment (4/17/2025)
89
(10%)(45%)(10%)T (35%)(45%)(45%)T (5%)
10%10%10% Y 45%45% Y
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
Z (50%)
1%S 50%
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramp 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande 14 Arboretum Ave & Duncan Canyon Rd
[(10%)T (10%) [(80%)Z [10%Y R Y 10%S
40%
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
[40%10%50%
40%S (50%)
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
50%T 15% T 10% Y Y (25%)S
(25%)\
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
Z Z R 2%S
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
Z Q [3% Z Q [3%
2%S 2%S
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramp 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 8.12
XX%(YY%)Inbound%(Outbound%) Distribution The Resort Village
Year (2030) Phase 3 - Elementary School Staff - Project Trip Distribution
(5
0
%
)
(5
0
%
)
(3
%
)
3%
(3
%
)
(5
0
%
)
(5
0
%
)
(2
5
%
)
15
%
25
%
(
2
5
%
)
25
%
(4
0
%
)
20
%
15
%
25
%
(
2
5
%
)
(1
5
%
)
(1
0
%
)
(2
5
%
)
(1
5
%
)
25
%
(5
0
%
)
(4
0
%
)
20
%
35
%5%5%
(5
%
)
3%4%
(2
5
%
)
25
%
25
%
(3
%
)
(4
%
)
(3
%
)
(2
5
%
)
(2
%
)
(2
3
%
)
25
%
25
%
(1
%
)
20
%
23
%
3%3%
(2
%
)
(2
%
)
(1
5
%
)
(3
%
)
(1
%
)
25
%
(
2
5
%
)
(2
0
%
)
(2
0
%
)
(2
0
%
)
20
%
15
%
20
%
the trans ortation solutions com any..
P:\Lewis - Arboretum\Analysis\xFigure 8-12 Year (2030) Phase 3 - Elementary School Staff - Project Trip Distribution (4/17/2025)
90
[40%[10%10%Y 10%S 40%S
40%
18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 23 ES Dwy 3 & Duncan Canyon Rd
FIGURE 8.13
XX%(YY%)Outbound%(%) Distribution The Resort Village
Year (2030) Phase 3 - Elementary School Staff - Inbound Trip Distribution @ Driveways
20
%
20
%
the trans ortation solutions com any...
P:\Lewis - Arboretum\Analysis\xFigure 8-13 Year (2030) Phase 3 - Elementary School Staff - Inbound Trip Distribution @ Driveways (4/17/2025)91
[(10%T (10% [(80%ZD R
18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 23 ES Dwy 3 & Duncan Canyon Rd
FIGURE 8.14
XX%(YY%)Outbound%(%) Distribution The Resort Village
Year (2030) Phase 3 - Elementary School Staff - Outbound Trip Distribution @ Driveways
(5
0
%
)
(5
0
%
)
(4
0
%
)
(4
0
%
)
the trans ortation solutions com any...
P:\Lewis - Arboretum\Analysis\xFigure 8-14 Year (2030) Phase 3 - Elementary School Staff - Outbound Trip Distribution @ Driveways (4/17/2025)92
0/10/1 T 0/3 0/4 0/4 0/4
4/0 4/0 4/0 Y 19/0 19/0 Y
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
0/4 21/0
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramp 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande 14 Arboretum Ave & Duncan Canyon Rd
[0/1T0/1 [0/6 Z [4/0Y R Y 4/0 S
17/0
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
[17/04/0 21/0
17/0 S 0/4
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
21/0 T 6/0 T 4/0 Y Y 0/2 S
0/2 \
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
Z R 1/0 S
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
[1/0 [1/0
1/0 S 1/0 S
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramp 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 8.15
XX/YY AM/PM Peak Hour Project Trips The Resort Village
Year (2030) Phase 3 - Elementary School Staff - Project Trip Assignment
0/
4
0/
4
1/
0
0/
4
0/
4
0/
2
6/
0
11
/
2
11
/
0
0/
3
8/
0
6/
0
11
/
2
0/
1
0/
1
0/
2
0/
1
11
/
0
0/
4
0/
3
8/
0
15
/
0
2/
0
2/
0
1/
0
2/
0
0/
2
11
/
0
11
/
0
0/
2
0/
2
11
/
0
11
/
0
8/
0
10
/
0
1/
0
1/
0
0/
2
0/
1
11
/
2
0/
2
0/
2
8/
0
6/
0
8/
0
the trans ortation solutions com any..
P:\Lewis - Arboretum\Analysis\xFigure 8-15 Year (2030) Phase 3 - Elementary School Staff - Project Trip Assignment (4/17/2025)
93
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramp 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande 14 Arboretum Ave & Duncan Canyon Rd
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
[(25%)(25%)T (25%)Q T (25%)(75%)Y 25% Y 75%S
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
Z Z
25%\ R (25%)S
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramp 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 8.16
XX%(YY%)Inbound%(Outbound%) Distribution The Resort Village
Year (2030) Phase 3 - Internal Trip Distribution
25
%
25
%
(7
5
%
)
25
%
(2
5
%
)
25
%
the trans ortation solutions com any..
P:\Lewis - Arboretum\Analysis\xFigure 8-16 Year (2030) Phase 3 - Internal Trip Distribution (4/17/2025)
94
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramp 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande 14 Arboretum Ave & Duncan Canyon Rd
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
[3/243/24T3/24 Q T 3/24 9/72Y11/12 Y 32/35 S
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
Z Z
11/12 \ R 3/24 S
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramp 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 8.17
XX/YY AM/PM Peak Hour Project Trips The Resort Village
Year (2030) Phase 3 - Internal Trip Assignment
3/
2
4
11
/
1
2
9/
7
2
11
/
1
2
11
/
1
2
11
/
1
2
the trans ortation solutions com any..
P:\Lewis - Arboretum\Analysis\xFigure 8-17 Year (2030) Phase 3 - Internal Trip Assignment (4/17/2025)
95
[1/1 [29/6 52/28 207/132Q 15/11 Q 23/22 T 149/101 202/129 202/129 T 46/32 T 27/19
7/17 25/30 54/36 54/36 Y 129/195 132/203 Y Y
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
[33/7[5/1 254/164Z Z Z Z T 1/1 Q 27/19 Q T 24/5
21/50 S 1/1 S 2/3 S 2/2 S Y 17/30 156/254 Y
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramp 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande 14 Arboretum Ave & Duncan Canyon Rd
[4/0[0/1 225/154 [31/19 Q T 17/5 [221/54 Z T 1/1 Z Q [24/5Y17/4 \ Y R Y 25/64 S Y 2/1 S
171/199
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
[23/86[31/7 [136/26 23/86 [27/82 Q 27/19 231/156 T 63/204 Z Q T 23/86 Z Q 60/38 Z 27/19 Q 70/257
17/30 119/22 S 31/23 Y 47/29 S R Y 44/132 S R 31/7 S 32/35 S
86/186 26/6 \70/49 42/54 17/30 177/111
158/71 \
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
[62/79Z 61/185 87/120 T 40/72 T 66/126 Z Z
220/152 120/103 R 22/56 \ Y Y 80/52 S R 77/103 S R
103/72 \98/102 \
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
Z Z Z Q [3/4 Z
90/62 S R 62/68 S R 17/30 S 2/1 S
130/92 \59/37 \
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
Z Q [13/35 Z [1/1 Z Z Q [3/5
27/77 S 3/4 S 9/16 S
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramp 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 8.18
XX/YY AM/PM Peak Hour Project Trips The Resort Village
Year (2030) Phase 3 - Total Project Trip Assignment
12
7
/
8
9
12
6
/
8
8
13
0
/
9
2
3/
3
1/
1
71
/
1
4
3
55
/
1
1
8
67
/
1
3
8
14
/
1
0
10
8
/
7
4
3/
3
74
/
4
6
17
2
/
1
4
0
97
/
1
8
5
87
/
1
5
4
11
0
/
2
5
5
7/
1
2
9/
1
4
90
/
7
9
34
/
2
1
70
/
1
4
2
45
/
3
0
17
/
4
12
/
1
0
10
/
7
2/
2
23
8
/
1
6
1
1/
1
23
7
/
1
6
0
11
2
/
2
5
6
13
5
/
3
0
0
0/
1
3/
3
31
/
6
2
12
3
/
2
7
3
15
5
/
3
3
5
10
/
7
11
/
1
5
9/
1
4
1/
1
75
/
1
6
0
17
/
3
0
16
/
3
4
24
/
5
1
31
/
2
0
29
/
6
17
/
4
12
6
/
3
1
29
/
6
4
14
3
/
3
5
70
/
4
9
15
2
/
1
0
1
78
/
1
2
1
2/
2
52
/
3
5
52
/
3
5
65
/
4
7
11
1
/
8
1
24
5
/
1
7
4
11
6
/
8
2
57
/
5
8
30
2
/
2
3
1
18
4
/
3
3
9
26
/
7
9
11
6
/
8
8
8/
0
40
/
7
2
9/
7
2
24
/
5
70
/
4
9
31
/
9
2
30
4
/
2
1
1
27
/
1
9
27
5
/
1
8
8
62
/
1
2
8
35
/
1
2
0
14
8
/
1
1
1
72
/
8
7
89
/
8
1
10
4
/
1
2
5
10
0
/
1
1
8
28
/
8
3
10
1
/
1
7
1
26
/
1
0
31
/
7
24
/
5
57
/
2
9
32
/
8
24
/
5
33
/
9
2/
1
1/
2
57
/
1
2
86
/
2
3
2/
2
5/
1
8/
6
5/
9
17
/
4
11
/
3
2
1
2
/
9
43
/
4
1
57
/
2
9
35
/
9
31
/
7
16
/
49
10
5
/
1
0
5
28
3
/
1
3
9
78
/
4
9
1/
1
the trans ortation solutions com any..
P:\Lewis - Arboretum\Analysis\xFigure 8-18 Year (2030) Phase 3 - Total Project Trip Assignment (4/17/2025)
96
[437/227 [130/92 [14/9 [34/60 [318/108440/239 322/296 444/486 [105/118 909/548 389/203 116/63Z Q T 97/91 Z Q T 132/152 Z Q T 565/248 871/487 Z Q T 14/15 Z Q T 79/79 Z Q T 128/112
60/92 S R Y 9/28 S R Y 215/373 62/96 S R Y 62/43 S R Y 69/48 S R Y 75/40 S R Y
172/263 269/278 314/163 \284/393 406/797 156/368 36/66
27/107 \13/11 \33/33 \222/402 \36/21 \
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon R 7 Citrus Ave & Casa Grande Dr
[54/62 [79/178 [341/363 [290/392 [13/0554/337 111/232 8/4 269/212 [31/8 308/265Z Q T 128/112 Z Q T 344/453 Z T 403/369 Q Z Q T 95/121 Z Q 479/239 Z Q T 2/2
44/79 S R Y 25/67 S R Y R 308/404 S Y 239/171 S R Y 32/58 S 55/7 S R Y
271/362 91/269 3/2 355/311 143/448 192/410
212/202 \232/244 \416/333 \109/46 \28/58 \
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramp 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande 14 Arboretum Ave & Duncan Canyon Rd
[16/13 [17/5220/218 8/18 T 23/66 Z Q T 23/12
187/350 R Y 2/4 S R Y
44/52 \10/27
51/23 \
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
[9/13 [17/24250/146 195/259 142/93Z Q T 0/6 259/299 T 38/76 Z Q T 30/28
29/84 S R Y 225/406 167/365 R Y 14/43 S R Y
119/249 58/42 \100/78
39/115 \14/139 \
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
[125/864/7 [550/719 [70/16248/344 Z T 692/505 Q Q T 135/51 Q T 36/6
199/475 R 273/496 S Y Y Y
3/3
291/331 \
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
[7/1 [26/93 [0/4[130/266 24/12 87/53 0/3 Q T 436/312 Z Q T 26/8 Z [0/5 Z Q T 84/131 Z Z Q T 1/17 Y 101/305 S R Y 36/22 \ Y 3/8 S R Y 81/118 S R 8/16 S R Y
12/30 35/29 353/215 \176/119 \
86/140 \104/70 \
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
[169/278 [328/471124/237 [308/494 305/211Z Q T 204/246 Z T 489/373 Z Z Q T 27/71
64/175 S R Y Y 331/262 S Y 420/446 S R Y
119/255 471/446 \243/312
365/718 \120/67 \
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramp 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 8.19
XXXX / YYYY AM / PM Peak Hour Volume (In PCEs) The Resort Village
Year (2030) Phase 3 Without Project Peak Hour Traffic Volumes
46
/
2
3
1/
1
1
48
/
6
1
76
/
3
1
60
/
4
3
63
/
4
5
15
0
/
1
8
0
26
/
1
6
4/
2
9
71
2
/
8
6
1
89
/
9
6
1/
2
96
3
/
8
0
8
33
/
2
3
37
8
/
2
5
6
11
2
/
6
4
77
/
3
7
10
0
/
1
6
9
0/
2
11
2
/
5
9
0/
2
51
6
/
5
5
8
39
9
/
6
2
8
45
/
5
1
19
/
4
2
79
/
9
3
8/
1
2
22
/
7
2
6/
1
5
95
6
/
5
9
6
27
/
2
9
93
3
/
5
3
0
6
5
0
/
4
9
2
14
/
9
65
/
4
9
73
4
/
6
6
3
42
0
/
8
5
4
35
/
8
45
5
/
8
6
2
72
4
/
5
3
8
68
8
/
5
3
3
10
3
/
2
4
36
/
5
4
0/
1
44
/
1
9
10
9
2
/
8
2
5
73
/
1
2
2
13
/
2
2
64
/
4
0
53
/
1
1
0
75
2
/
3
6
0
10
3
8
/
6
5
3
53
8
/
1
0
5
6
60
2
/
3
4
1
59
9
/
6
2
4
33
7
/
8
5
1
10
7
/
9
6
3/
0
38
6
/
7
5
5
16
5
/
1
5
0
87
0
/
5
0
3
13
8
/
6
4
6/
9
39
9
/
2
2
1
47
3
/
8
9
8
47
3
/
4
4
2
42
/
4
2
81
/
5
6
13
0
/
1
1
7
1/
1
14
/
4
13
2
/
1
2
1
40
/
1
9
24
/
1
6
10
/
7
15
/
1
2
0/
3
21
7
/
4
7
9
13
9
/
2
4
7
22
6
/
4
4
7
67
/
1
7
6
12
1
/
7
2
55
/
9
1
88
/
6
8
34
5
/
3
9
1
35
/
4
5
60
/
4
6
46
1
/
3
2
3
83
/
2
6
3
23
9
/
2
4
2
89
/
7
3
86
4
/
4
4
9
61
/
5
6
13
7
/
9
5
32
7
/
3
2
7
21
4
/
4
0
5
25
2
/
2
4
3
10
4
/
7
4
10
1
/
9
4
47
/
8
8
28
9
/
3
9
9
35
1
/
4
1
2
33
/
1
3
13
9
/
54
48
8
/
84
6
55
8
/
8
9
9
32
/
5
9
60
/
1
8
3
43
0
/
7
5
1
11
/
1
9
51
2
/
9
4
6
19
/
0
8/
1
8/
6
12
7
/
1
3
7
10
7
6
/
9
1
1
10
3
8
/
7
6
3
8/
2
88
/
4
6
13
/
2
64
/
1
6
9
81
3
/
1
0
6
4
36
6
/
2
2
1
40
2
/
3
8
4
0/
2
7/
1
4
95
5
/
6
5
2
12
7
6
/
8
5
9
13
/
3
4/
0
88
/
8
7
10
3
/
1
5
9
28
7
/
3
8
5
69
/
6
0
44
9
/
3
0
9
45
/
9
4
10
2
7
/
1
2
6
0
39
1
/
4
7
5
0/
8
17
3
/
2
0
3
82
8
/
1
2
7
2
46
4
/
3
8
8
77
7
/
1
0
3
5
27
3
/
3
7
4
14
1
/
1
8
0
51
1
/
5
4
7
56
1
/
3
2
3
10
0
1
/
8
9
3
32
2
/
4
2
4
93
/
1
2
1
12
2
/
1
9
7
32
5
/
5
9
6
21
4
/
4
6
0
13
4
5
/
1
2
4
4
14
1
3
/
1
1
9
5
13
2
2
/
7
8
1
54
8
/
5
0
1
42
0
/
4
2
2
79
7
/
9
4
3
25
7
/
2
8
5
28
1
/
5
2
5
14
1
/
7
0
85
0
/
1
1
0
2
10
8
7
/
1
4
7
3
the trans ortation solutions com any..
Project Access
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P:\Lewis - Arboretum\Analysis\xFigure 8-19 Year (2030) Phase 3 Without Project Peak Hour Traffic Volumes (4/17/2025)
97
LOS AM Peak Hou PM Peak Hou
Intersection Standard Jurisdiction Control Delay LOS Delay LOS Delay LOS Delay LOS
1: Beech Ave & Summit Ave C Fontana Signal 26.6 C 28.1 C 26.5 C 28.4 C -0.1 0.3
2: Coyote Canyon Rd & Duncan Canyon Rd C Fontana WSC 13.1 B 12.5 B 14.6 B 13.3 B 1.5 0.8
3: I-15 SB Ramps & Duncan Canyon Rd D Caltrans Signal 21.8 C 12.8 B 22.3 C 13.3 B --
4: I-15 NB Ramps & Duncan Canyon Rd D Caltrans Signal 29.6 C 25.4 C 29.8 C 25.9 C --
5: Duncan Canyon Rd & John Previti Ave C Fontana TWSC 43.6 E * 28.3 D * >100 F * 47.8 E * 59.5 19.5
6: Citrus Ave & Duncan Canyon Rd C Fontana WSC 22.0 C 30.1 D * 55.1 F * >100 F * 33.1 74.7
7: Citrus Ave & Casa Grande D C Fontana Signal 22.2 C 23.5 C 22.3 C 23.4 C 0.1 -0.1
8: Citrus Ave & Summit Ave C Fontana Signal 29.6 C 44.6 D * 30.2 C 45.3 D * 0.6 0.7
9: Citrus Ave & Sierra Lakes Pkwy C Fontana Signal 30.2 C 43.9 D * 30.1 C 43.9 D * -0.1 0.0
10: Citrus Ave & SR-210 WB Ramps D Caltrans Signal 23.9 C 17.5 B 23.8 C 17.4 B --
11: Citrus Ave & SR-210 EB Ramps D Caltrans Signal 25.9 C 17.1 B 26.3 C 17.2 B --
12: Citrus Ave & Highland Ave C Fontana Signal 32.0 C 46.3 D * 32.0 C 46.4 D * 0.0 0.1
13: Casa Grande Dr & Oak Grove Ave C Fontana TWSC 15.3 C 14.3 B 16.1 C 14.8 B 0.8 0.5
14: Arboretum Ave & Duncan Canyon Rd C Fontana WSC 11.1 B 12.6 B 36.8 E * 40.1 E * 25.7 27.5
15: Cypress Ave & Grapeland S C Fontana Roundabou 2.9 2.8 - -
16: Cypress Ave & Arboretum Ave C Fontana TWSC 8.4 8.5 - -
17: Cypress Ave & Terra Vista D C Fontana TWSC 8.8 8.6 - -
18: Cypress Ave & ES N. Dwy C Fontana TWSC 9.5 9.0 - -
19: Cypress Ave & ES S. Dwy C Fontana TWSC 9.4 8.8 - -
20: Cypress Ave & Duncan Canyon Rd C Fontana WSC 9.2 11.3 B 23.0 C 36.7 E * 13.8 25.4
21: Cypress Ave & Gardens Ave C Fontana WSC 8.0 8.4 8.4 8.5 0.4 0.1
22: Cypress Ave & Casa Grande D C Fontana WSC 10.6 B 10.2 B 11.2 B 10.6 B 0.6 0.4
23: Duncan Canyon Rd & ES Dwy 3 C Fontana TWSC 9.4 8.4 - -
24: Cassava Dr & Grapeland S C Fontana TWSC 9.1 8.8 - -
25: Cassava Dr & Terra Vista D C Fontana Roundabou 4.8 5.3 - -
26: Cassava Dr & Duncan Canyon Rd C Fontana TWSC 12.9 B 18.4 C 37.0 E * 75.2 F * 24.1 56.8
27: Montelena Rd & Casa Grande D C Fontana TWSC 11.7 B 12.9 B 13.5 B 13.9 B 1.8 1.0
28: Terra Vista Dr & C-1 Retail Dwy 2 C Fontana TWSC 10.9 B 12.2 B --
29: Terra Vista Dr & C-1 Retail Dwy 3 C Fontana TWSC 8.8 9.9 - -
30: Duncan Canyon Rd & C-2 Retail Dwy 1 C Fontana TWSC - -
31: Sierra Ave & I-15 SB Ramps D Caltrans Signal 49.4 D 14.9 B 61.6 E * 16.4 B --
32: Sierra Ave & I-15 NB Ramps D Caltrans Signal 17.4 B 25.3 C 17.5 B 29.8 C --
33: Sierra Ave & Riverside Ave C Fontana WSC >100 F * >100 F * >100 F * >100 F * 57.5 55.9
34: Sierra Ave & Grapeland St-Segovia Ave C Fontana TWSC 25.2 D * 19.2 C >100 F * >100 F * 239.4 149.5
35: Sierra Ave & C-1 Retail Dwy 1 C Fontana TWSC 88.6 F * >100 F * --
36: Sierra Ave & Terra Vista D C Fontana Signal 25.7 C 28.9 C 51.1 D * 38.8 D * 25.4 9.9
37: Sierra Ave & C-2 Retail Dwy 2 C Fontana TWSC - -
38: Sierra Ave & Duncan Canyon Rd C Fontana Signal 45.0 D * 32.7 C 93.7 F * 36.5 D * 48.7 3.8
39: Sierra Ave & Fieldcress D C Fontana TWSC 9.9 9.4 10.3 B 9.7 0.4 0.3
40: Sierra Ave & Casa Grande D C Fontana Signal 19.7 B 13.4 B 20.0 B 11.8 B 0.3 -1.6
41: Sierra Ave & Summit Ave C Fontana Signal 47.0 D * 30.6 C 49.4 D * 30.8 C 2.4 0.2
42: Sierra Ave & Clubhouse D C Fontana Signal 26.9 C 16.8 B 27.2 C 17.2 B 0.3 0.4
43: Sierra Ave & Sierra Lakes Pkwy C Fontana Signal 32.3 C 78.7 E * 32.4 C 81.2 F * 0.1 2.5
44: Sierra Ave & SR-210 WB Ramps D Caltrans Signal 14.8 B 14.5 B 14.3 B 20.4 C --
45: Sierra Ave & SR-210 EB Ramps D Caltrans Signal 13.5 B 12.0 B 13.0 B 11.8 B --
46: Sierra Ave & Highland Ave C Fontana Signal 38.2 D * 82.8 F * 39.5 D * 77.3 E * 1.3 -5.5
*Exceeds LOS Standard
TWSC = Two-Way Stop Control; For TWSC intersections, reported delay is for worst-case approach/movement.
LOS = Level of Service
Future Intersection
Future Intersection
Future Intersection
Table 8.B: Year (2030) Phase 3 Levels of Service
Without Project With Project Change In Delay
AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour
Future Intersection
Future Intersection
Not Analyzed
Not Analyzed
Future Intersection
Future Intersection
Future Intersection
Future Intersection
Future Intersection
Future Intersection
P:\Lewis - Arboretum\Analysis\LOS\Year (2030)
98
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramps 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande Dr 14 Arboretum Ave & Duncan Canyon R
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramps 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 8.20
Legend
Signal Free-Right The Resort Village
Stop Sign Roundabout Year (2030) Phase 3 With Project Intersection Geometrics and Stop Control
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the trans ortation solutions com any...
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P:\Lewis - Arboretum\Analysis\xFigure 8-20 Year (2030) Phase 3 With Project Intersection Geometrics and Stop Control 4/19/2025 99
[438/228 [159/98 [14/9 [34/60 [318/108455/250 345/318 496/514 [105/118 1111/677 596/335 116/63Z Q T 97/91 Z Q T 132/152 Z Q T 714/349 1073/616 Z Q T 14/15 Z Q T 125/111 Z Q T 155/131
60/92 S R Y 9/28 S R Y 269/409 62/96 S R Y 62/43 S R Y 69/48 S R Y 75/40 S R Y
179/280 294/308 314/163 \338/429 535/992 288/571 36/66
27/107 \13/11 \33/33 \222/402 \36/21 \
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
[54/62 [79/178 [341/363 [290/392 [46/7554/337 111/232 8/4 269/212 [36/9 562/429Z Q T 128/112 Z Q T 344/453 Z T 403/369 Q Z Q T 96/122 Z Q 506/258 Z Q T 26/7
65/129 S R Y 26/68 S R Y R 310/407 S Y 241/173 S R Y 32/58 S 55/7 S R Y
271/362 91/269 3/2 355/311 160/478 348/664
212/202 \232/244 \416/333 \109/46 \28/58 \
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramp 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande 14 Arboretum Ave & Duncan Canyon Rd
[20/13 [41/10[0/1 445/372 8/18 [31/19 Q T 17/5 [221/54 Z T 24/67 Z Q T 23/12Y17/4 \ Y R Y 25/64 S R Y 4/5 S R Y
358/549 10/27
44/52 \51/23 \
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
[40/20 [23/86 [27/82 [17/24277/165 [136/26 23/86 255/297 169/112Z Q T 0/6 490/455 T 63/204 Z Q T 23/86 Z Q T 38/76 Z Q T 30/28 Q 70/257
29/84 S R Y 119/22 S 31/23 Y 47/29 S R Y 44/132 S R Y 45/50 S R Y 32/35 S
136/279 311/592 26/6 \70/49 209/419 117/108 177/111
39/115 \158/71 \58/42 \14/139 \
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
[125/86[62/79 4/7 [550/719 [70/16Z 61/185 335/464 Z T 732/577 Q Q T 201/177 Z Q T 36/6 Z
220/152 319/578 R 273/496 S Y Y 80/52 S R Y 77/103 S R
3/3 103/72 \98/102 \
313/387 \
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
[7/1 [29/97 [0/4[130/266 24/12 87/53 0/3Z Q T 436/312 Z Q T 26/8 Z [0/5 Z Q T 84/131 Z Z Q T 1/17
90/62 S R Y 163/373 S R Y 36/22 \ Y 20/38 S R Y 81/118 S R 10/17 S R Y
130/92 \12/30 35/29 353/215 \176/119 \
145/177 \104/70 \
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
[182/313 [331/476124/237 [309/495 305/211Z Q T 204/246 Z T 489/373 Z Z Q T 27/71
91/252 S R Y Y 334/266 S Y 429/462 S R Y
119/255 471/446 \243/312
365/718 \120/67 \
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramp 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 8.21
XXXX / YYYY AM / PM Peak Hour Volume (In PCEs) The Resort Village
Year (2030) Phase 3 With Project Peak Hour Traffic Volumes
46
/
2
3
16
/
4
9
10
5
/
1
0
5
28
3
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3
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78
/
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9
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/
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76
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61
/
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/
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/
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1
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1
4
38
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8
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11
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77
/
3
7
17
/
4
11
/
3
2
1
0
0
/
1
6
9
24
/
7
11
2
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5
9
0/
2
52
5
/
5
7
2
39
9
/
6
2
8
57
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77
/
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9
43
/
4
7
11
2
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1
0
2
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1
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22
/
7
2
26
/
1
0
37
/
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12
6
0
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8
0
7
54
/
4
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12
0
8
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7
1
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7
1
2
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6
2
0
14
/
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65
/
4
9
73
4
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6
6
3
35
/
1
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56
8
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9
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5
35
/
8
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/
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7
54
4
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9
4
3
10
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1
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5
82
4
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5
6
78
9
/
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0
4
10
3
/
2
4
71
/
6
3
0/
1
11
6
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8
8
8/
0
75
/
2
6
11
3
2
/
8
9
7
73
/
1
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13
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2
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88
/
4
5
53
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1
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0
70
/
4
9
31
/
9
2
75
2
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6
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13
4
0
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8
8
4
72
2
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1
3
9
5
77
4
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8
1
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3
65
1
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5
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40
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21
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78
/
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13
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45
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5
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47
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14
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70
/
4
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42
/
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81
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6
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1
1
7
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16
1
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17
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12
6
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40
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24
/
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1
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3
29
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/
63
9
13
9
/
24
7
24
2
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4
8
1
84
/
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6
12
1
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2
55
/
9
1
88
/
6
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37
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4
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84
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7
46
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/
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23
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/
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62
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9
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32
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22
5
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25
2
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9
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1
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33
/
1
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13
9
/
5
4
62
3
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1
1
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6
67
0
/
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1
5
5
35
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6
2
91
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55
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66
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30
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64
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82
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39
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93
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46
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78
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90
/
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1
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32
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16
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7
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2
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26
/
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21
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4
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97
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41
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/
7
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14
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2
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3
3
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15
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9
/
1
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55
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0
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42
1
/
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86
8
/
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8
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25
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28
1
/
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1
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90
5
/
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11
5
4
/
1
6
1
1
the trans ortation solutions com any..
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P:\Lewis - Arboretum\Analysis\xFigure 8-21 Year (2030) Phase 3 With Project Peak Hour Traffic Volumes (4/20/2025)
100
The Resort Village
Traffic Impact Analysis
April 20, 2025
101
Citrus Avenue and Summit Avenue (p.m. peak hour).
Citrus Avenue and Sierra Lakes Parkway (p.m. peak hour).
Citrus Avenue and Highland Avenue (p.m. peak hour).
Arboretum Avenue and Duncan Canyon Road (a.m. and p.m. peak hours).
Cypress Avenue and Duncan Canyon Road (p.m. peak hour).
Cassava Drive and Duncan Canyon Road (a.m. and p.m. peak hours).
Sierra Avenue and I-15 Southbound Ramps (a.m. peak hour).
Sierra Avenue and Riverside Avenue (a.m. and p.m. peak hours).
Sierra Avenue and Grapeland Street-Segovia Avenue (a.m. and p.m. peak hours).
Sierra Avenue and C-1 Retail Driveway 1 (a.m. and p.m. peak hours).
Sierra Avenue and Terra Vista Drive (a.m. and p.m. peak hours).
Sierra Avenue and Ducan Canyon Road (a.m. and p.m. peak hours).
Sierra Avenue and Summit Avenue (a.m. peak hour).
Sierra Avenue and Siera Lakes Parkway (p.m. peak hour).
Sierra Avenue and Highland Avenue (a.m. and p.m. peak hours).
101
The Resort Village
Traffic Impact Analysis
April 20, 2025
102
9.0 YEAR (2032) PHASE 4 CONDITIONS
This section discusses the year (2032) phase 4 traffic operations within the study area.
9.1 Year (2032) Phase 4 Roadway Conditions
Year (2032) roadway conditions are assumed to be the same as those under year (2030) conditions.
9.2 Year (2032) Phase 3 Transit Service
Transit service under year (2032) phase 4 conditions is anticipated to remain the same as under year (2030) phase 3
conditions.
9.3 Year (2032) Phase 4 Bicycle & Pedestrian Facilities
Pedestrian and bicycle facilities under year (2032) phase 4 conditions are anticipated to remain the same as under year
(2030) phase 3 conditions.
9.4 Year (2032) Phase 4 Land Uses and Circulation
Year 2032 Phase 4 includes all planning areas.
Year (2032) Phase 4 includes the following land uses:
46,362 square feet of Supermarket.
7,784 square feet of Fast-Food Restaurant.
22,540 square feet of Retail.
700 student Elementary School.
990 single-family dwelling units.
473 multi-family dwelling units.
97,000 square feet of Retail.
Year (2032) Phase 4 includes the following circulation network:
Grapeland Street extends west from Sierra Avenue to Cypress Avenue.
Terra Vista Drive extends west from Sierra Avenue to Cypress Avenue.
Cassava Drive extends north from Duncan Canyon Road to Grapeland Street.
Cypress Avenue extends north from Duncan Canyon Road to Grapeland Street.
9.5 Year (2032) Phase 4 Project Trip Generation
Year (2032) Phase 4 Trip Generation Rates
The trip generation for Year (2032) Phase 4 was developed based on rates included in the Institute of Transportation
Engineers’ (ITE) Trip Generation (11th Edition). The rates included are Land Use 210 “Single-Family Detached Housing”,
Land Use 220 “Multifamily Housing (Low Rise)”, Land Use 850 “Supermarket”, Land Use 934 “Fast-Food Restaurant
with Drive-Through Window”, Land Use 822 “Strip Retail Plaza, Land Use 821 “Shopping Plaza (40-150k), and Land
Use 520 “Elementary School”.
Year (2032) Phase 4 Elementary School Trips
Year (2032) Phase 4 is anticipated to include 1,463 new residential units. Therefore, it is anticipated that approximately
280 students (1,463*0.1905) would attend the Elementary School from the Resort Village. Table 9.A shows the Year
2032 Phase 4 trip generation for the 700 student Elementary School. Of the 700 students, approximately 40 percent
(280/700) would come from the Resort Village. As shown in Table 9.A, the total trip generation for the Elementary School
is 518 trips in the a.m. peak hour, 112 trips in the pm. peak hour, and 1,589 daily trips. To differentiate between student
and staff trips, it was assumed that the difference between the inbound and outbound total trip generation for the school
would be staff trips. For example, in the a.m. peak hour, the school is anticipated to generate 280 inbound trips and 238
outbound trips. The difference between the inbound and outbound is 42 trips (280 – 238). This difference is assumed to
102
the trans ortation solutions com any...
Land Use In Out Total In Out Total Daily
Single-Family Residential
Trip Generation Rates 1 0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 990 DU 180 513 693 586 345 931 9,336
Internal Trips 2 (6) (21) (27) (107) (44) (151) (1091)
Net After Internal Trips 174 492 666 479 301 780 8,245
Multifamily Housing (Low-Rise)
Trip Generation Rates 3 0.10 0.30 0.40 0.32 0.19 0.51 6.74
Trip Generation 473 DU 45 144 189 152 89 241 3,188
Internal Trips 2 (6) (21) (27) (107) (44) (151) (373)
Net After Internal Trips 39 123 162 45 45 90 2,815
Supermarket (C-1 Retail)
Trip Generation Rates 4 Per TSF 1.69 1.17 2.86 4.48 4.48 8.95 93.84
Trip Generation 46.362 78 55 133 207 208 415 4,351
Internal Trips 2 (12) (14) (26) (40) (75) (115) (509)
Net After Internal Trips 66 41 107 167 133 300 3,842
Pass By Rate 5 0%24% 24%
Pass By Trips 0 0 0 (36) (36) (72) (922)
Net After Pass-By 66 41 107 131 97 228 2,920
Fast-Food W/Drive-Thru (C-1 Retail)
Trip Generation Rates 6 Per TSF 22.75 21.86 44.61 17.18 15.85 33.03 467.48
Trip Generation 7.784 177 170 347 134 124 258 3,639
Internal Trips 2 (62) (31) (93) (58) (73) (131) (425)
Net After Internal Trips 115 139 254 76 51 127 3,214
Pass By Rate 7 50%55% 24%
Pass By Trips (63) (64) (127) (35) (35) (70) (771)
Net After Pass-By 52 75 127 41 16 57 2,443
Shops (C-1 Retail)
Trip Generation Rates 8 Per TSF 1.42 0.94 2.36 3.30 3.30 6.59 54.45
Trip Generation 22.540 32 21 53 74 75 149 1,227
Internal Trips 2 (6) (7) (13) (19) (37) (56) (143)
Net After Internal Trips 26 14 40 55 38 93 1,084
Pass By Rate 9 0%29% 29%
Pass By Trips 0 0 0 (13) (14) (27) (314)
Net After Pass-By 26 14 40 42 24 66 770
Table 9.A: Year (2032) Phase 4 Project Trip Generation
A.M. Peak Hour P.M. Peak Hour
Units
Trip Gen V3\Trip Gen ITE Phase 4 2032
103
the trans ortation solutions com any...
Retail (C-2 Retail)
Trip Generation Rates 10 Per TSF 2.19 1.34 3.53 4.33 4.70 9.03 94.49
Trip Generation 97.000 212 130 342 420 456 876 9,166
Internal Trips 2 (13) (11) (24) (62) (119) (181) (1071)
Net After Internal Trips 199 119 318 358 337 695 8,095
Pass By Rate 11 0%29% 29%
Pass By Trips 0 0 0 (101) (101) (202) (2,347)
Net After Pass-By 199 119 318 257 236 493 5,748
Elementary School
Trip Generation Rates 12 0.40 0.34 0.74 0.07 0.09 0.16 2.27
Total Trip Generation 700 STU 280 238 518 52 60 112 1,589
Student Trip Generation 700 STU 238 238 476 52 52 104 1,539
Staff Trip Generation 42 0 42 0 8 8 50
Internal Trips to/from Retail (105) (105) (210) (393) (392) (785) (3,613)
Total Net External Trips 836 1,102 1,938 1,047 779 1,826 24,529
1
2
3
4
5
6
7
8
9
10
11
12
13
Trip generation based on rates for Land Use 822 - "Strip Retail Plaza (<40k)" from Institute of Transportation Engineers' (ITE) Trip Generation (11th Edition).
Notes: DU = Dwelling Unit, TSF = 1,000 Square Feet, STU = Students
Trip generation based on rates for Land Use 210 - "Single-Family Detached Housing" from Institute of Transportation Engineers' (ITE) Trip Generation (11th Edition).
Trip generation based on rates for Land Use 220 - "Multifamily Housing (Low-Rise)" from Institute of Transportation Engineers' (ITE) Trip Generation (11th Edition).
Trip generation based on rates for Land Use 850 - "Supermarket" from Institute of Transportation Engineers' (ITE) Trip Generation (11th Edition).
Daily Pass-by rates for Land Use 850 are based on ITE Trip Generation (11th Edition). Rates for daily are assumed to be the same as p.m. peak hour rates.
Trip generation based on rates for Land Use 934 - "Fast-Food Restaurant with Drive-Through Window" from Institute of Transportation Engineers' (ITE) Trip Generation
(11th Edition).
Daily Pass-by rates for Land Use 934 are based on ITE Trip Generation (11th Edition). Rates for daily are assumed to be the same as p.m. peak hour rates.
Internal trips based on NCHRP Report 684.
Daily Pass-by rates for Land Use 820 were used since they are lower than rates for 822. The reates are based on ITE Trip Generation (11th Edition). Rates for daily are
assumed to be the same as p.m. peak hour rates.
Trip generation based on rates for Land Use 821 - "Shopping Plaza (40-150k)" from Institute of Transportation Engineers' (ITE) Trip Generation (11th Edition).
Daily Pass-by rates for Land Use 820 were used since they are lower than rates for 821. The rates are based on ITE Trip Generation (11th Edition). Rates for daily are
assumed to be the same as p.m. peak hour rates.
Trip generation based on rates for Land Use 520 - "Elementary School" from Institute of Transportation Engineers' (ITE) Trip Generation (11th Edition).
Project Students based on FUSD Student Generation Factors.
Trip Gen V3\Trip Gen ITE Phase 4 2032
104
[(0.2%)(1.2%)(24.1%)Q (2%)(1.2%)T (22.2%)(23.4%)(23.4%)T (6.4%) T (2.7%)
2%1.2%1.2%1.2% Y 23.4%24.1% Y Y
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
Z (2.7%)(30.5%)
6%S 2.7%30.5%
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramp 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande 14 Arboretum Ave & Duncan Canyon Rd
[(5%)(30.5%)Y Y 10%S
20.5%
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
[9.6%9.6%(2.7%)(30.5%)T 28%Z Q T 9.6%Z Q [12.7%(2.7%)28.8%
2.7%20.5%(5%) Y (7.6%)S R Y 20.5%S 2.7%(28.8%)
(9.6%)
(14.4%)\
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
28.8%12.7%T 8% T 13%Z
(28.8%)(12.7%) R 7.4%\ Y Y (13%)S R
(15%)\
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
Z Z Z
(12.3%)S R 0.3%(3.1%)S R 2.7%S
(16.5%)\(9.6%)\
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
Z Q [5.5% Z Q [0.4%
12%S 1.5%S
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramp 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 9.1
XX%(YY%)Inbound%(Outbound%) Distribution The Resort Village
Year (2032) Phase 4 - Residential - Project Trip Distribution
(1
7
%
)
(1
7
%
)
(1
7
%
)
17
%
15
.
1
%
17
%
(1
.
5
%
)
(1
5
.
1
%
)
(0
.
4
%
)
(1
2
%
)
3.
1
%
(
1
5
%
)
16
.
5
%
15
%
(
3
.
1
%
)
34
.
5
%
1.
2
%
1.
2
%
(5
.
5
%
)
17
%
(6
%
)
(1
.
2
%
)
(1
.
2
%
)
(3
4
.
5
%
)
(3
4
.
5
%
)
34
.
5
%
38
.
4
%
0.
2
%
(3
8
.
4
%
)
9.
6
%
31
.
5
%
41
.
1
%
(1
.
2
%
)
1.
2
%
1.
2
%
22
.
2
%
2.
7
%
4.
5
%
6.
4
%
(4
.
5
%
)
10
%
10
%
(9
.
6
%
)
(2
3
%
)
14
.
4
%
(
7
.
6
(7
.
4
%
)
(7
.
4
%
)
(8
%
)
(1
3
%
)
(3
1
.
5
%
)
(1
5
.
4
%
)
3.
1
%
3.
1
%
(
3
1
.
5
%
)
31
.
5
%
(
3
.
1
12
.
3
%
8%
(9
.
6
%
)
14
.
4
%
(4
1
.
1
%
)
(2
.
7
%
)
15
.
4
%
15
%
(1
5
.
4
%
)
7.
4
%
(
1
5
.
4
%
15
.
4
%
(
1
5
%
)
13
%
15
.
4
%
10
%
(5
%
)
(1
.
2
%
)
1.
2
%
5%
(
1
.
2
%
)
(5
%
)
7.
6
%
7.
6
%
(
1
4
.
4
%
)
(3
0
.
5
%
)
(1
2
.
7
%
)
the trans ortation solutions com any..
P:\Lewis - Arboretum\Analysis\xFigure 9-1 Year (2032) Phase 4 - Residential - Project Trip Distribution (4/17/2025)
105
[1/1 7/4 148/83Q 12/7 7/4 T 137/77 144/81 144/81 T 39/22 T 17/9
4/10 3/6 3/6 3/6 Y 50/123 51/126 Y Y
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
Z 17/9 188/106
13/31 S 6/14 65/160
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramp 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande 14 Arboretum Ave & Duncan Canyon Rd
[31/17 188/106Y Y 21/52 S
44/107
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
[20/5020/5017/9 188/106 T 60/147 Z Q T 20/50 Z Q [27/67 17/9 61/151
6/14 44/107 31/17 Y 47/26 S R Y 44/107 S 6/14 177/100
59/33
89/50 \
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
61/151 27/67 T 17/42 T 28/68 Z
177/100 78/44 R 16/39 \ Y Y 80/45 S R
92/52 \
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
Z Z Z
76/43 S R 20/13 S R 6/14 S
101/57 \59/33 \
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
Z Q [12/29 Z Q [1/2
26/63 S 3/8 S
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramp 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 9.2
XX/YY AM/PM Peak Hour Project Trips The Resort Village
Year (2032) Phase 4 - Residential - Project Trip Assignment
10
5
/
5
9
10
5
/
5
9
10
5
/
5
9
36
/
8
9
32
/
7
9
36
/
8
9
9/
5
93
/
5
2
2/
1
74
/
4
2
99
/
6
8
35
/
8
6
51
/
9
0
73
/
1
8
1
3/
6
3/
6
34
/
1
9
36
/
8
9
37
/
2
1
7/
4
7/
4
21
2
/
1
1
9
21
2
/
1
1
9
73
/
1
8
1
82
/
2
0
1
0/
1
23
6
/
1
3
3
20
/
5
0
67
/
1
6
5
88
/
2
1
5
7/
4
3/
6
3/
6
47
/
1
1
6
6/
1
4
10
/
2
4
14
/
3
4
28
/
1
6
21
/
5
2
21
/
5
2
59
/
3
3
14
1
/
8
0
78
/
1
0
1
46
/
2
6
46
/
2
6
49
/
2
8
80
/
4
5
19
4
/
1
0
9
95
/
5
3
7/
1
6
20
1
/
1
2
5
86
/
1
7
6
26
/
6
4
17
/
4
2
59
/
3
3
31
/
7
5
25
3
/
1
4
2
17
/
9
33
/
8
1
32
/
7
9
95
/
5
3
11
1
/
9
2
12
5
/
1
3
3
28
/
6
8
33
/
8
1
21
/
5
2
31
/
1
7
7/
4
3/
6
11
/
2
6
7
/
4
31
/
1
7
16
/
4
0
10
5
/
9
0
18
8
/
1
0
6
78
/
4
4
the trans ortation solutions com any..
P:\Lewis - Arboretum\Analysis\xFigure 9-2 Year (2032) Phase 4 - Residential - Project Trip Assignment (4/17/2025)
106
[(0.2%)(11.4%)(21.2%)Q (2%)(11.4%)T (8.6%)(20%)(20%)T (5%) T (6.8%)
2%11.4%11.4%11.4% Y 20%21.2% Y Y
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
Z Z Z Z T (0.9%)(6.8%)(26.2%)
5.4%S 0.5%S 1.4%S 1.2%S Y 6.8%26.2%
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramp 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande 14 Arboretum Ave & Duncan Canyon Rd
(26.2%)T (1%)
26.2% Y
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
(6.8%)(27.2%)(27.2%)(6.8%)Q
6.8% 27.2%27.2%6.8%
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
[40%(27.2%)T 10.9% T 21.9% Z
(30%)27.2% R 4%\ Y Y (26.8%)S R
(43.2%)\
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
Z Z Q [2.2% Z
(10%)S R 27.2%S 6.8%S 0.7%S
(20%)\
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
Z [0.4%Z Z Q [0.8% 2.2%S 3.2%S
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramp 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 9.3
XX%(YY%)Inbound%(Outbound%) Distribution The Resort Village
Year (2032) Phase 4 - C-1 Retail - Project Trip Distribution
(3
0
%
)
1%
0.
9
%
(1
.
2
%
)
(0
.
6
%
)
0.
6
%
(3
.
2
%
)
(1
%
)
1%
(1
%
)
(3
6
%
)
(6
.
8
%
)
(2
7
%
)
14
.
9
%
(3
6
.
8
%
)
23
.
2
%
(1
0
%
)
36
.
8
%
36
.
8
%
10
.
9
%
(6
3
.
2
%
)
63
.
2
%
(4
%
)
(1
0
.
9
%
)
(2
1
.
9
%
)
(3
6
%
)
(1
4
.
9
%
)
(2
7
.
2
%
)
1%
(4
%
)
8.
6
%
6.
8
%
2.
3
%
5%
(2
.
3
%
)
3.
2
%
(0
.
5
%
)
3.
7
%
0.
2
%
(2
.
2
%
)
36
%
36
%
(1
.
8
%
)
(3
.
7
%
)
(1
.
8
%
)
(1
.
4
%
)
(1
8
%
)
(0
.
7
%
)
(1
7
.
3
%
)
18
%
27
%
(5
.
4
%
)
16
.
9
%
17
.
3
%
1.
8
%
3.
2
%
(1
7
.
3
%
)
(3
.
2
%
)
(1
0
.
7
%
)
(0
.
8
%
)
(4
3
.
2
%
)
40
%
23
.
2
%
(1
5
.
1
%
)
(1
4
.
7
%
)
(2
.
2
%
)
(0
.
4
%
)
17
.
3
%
10
.
7
%
14
.
7
%
the trans ortation solutions com any..
P:\Lewis - Arboretum\Analysis\xFigure 9-3 Year (2032) Phase 4 - C-1 Retail - Project Trip Distribution (4/17/2025)
107
[40%Z R R
28 C-1 Retail Dwy 2 & Terra Vista Dr 29 C-1 Retail Dwy 3 & Terra Vista Dr 35 Sierra Ave & C-1 Retail Dwy 1 36 Sierra Ave & Terra Vista Dr
FIGURE 9.4
XX%(YY%)Outbound%(%) Distribution The Resort Village
Year (2032) Phase 4 - C-1 Retail - Inbound Trip Distribution @ Driveways
23
.
2
%
40
%
36
.
8
%
23
.
2
%
the trans ortation solutions com any...
P:\Lewis - Arboretum\Analysis\xFigure 9-4 Year (2032) Phase 4 - C-1 Retail - Inbound Trip Distribution @ Driveways (4/17/2025)108
Q
(30%(26.8%S (10%S
(43.2%\(20%\
28 C-1 Retail Dwy 2 & Terra Vista Dr 29 C-1 Retail Dwy 3 & Terra Vista Dr 35 Sierra Ave & C-1 Retail Dwy 1 36 Sierra Ave & Terra Vista Dr
FIGURE 9.5
XX%(YY%)Outbound%(%) Distribution The Resort Village
Year (2032) Phase 4 - C-1 Retail - Outbound Trip Distribution @ Driveways
(3
0
%
)
(4
3
.
2
%
)
(1
0
%
)
the trans ortation solutions com any...
P:\Lewis - Arboretum\Analysis\xFigure 9-5 Year (2032) Phase 4 - C-1 Retail - Outbound Trip Distribution @ Driveways (4/17/2025)109
Z
(50%S R
(50%\
28 C-1 Retail Dwy 2 & Terra Vista Dr 29 C-1 Retail Dwy 3 & Terra Vista Dr 35 Sierra Ave & C-1 Retail Dwy 1 36 Sierra Ave & Terra Vista Dr
FIGURE 9.6
XX%(YY%)Outbound%(%) Distribution The Resort Village
Year (2032) Phase 4 - C-1 Retail - Pass-by Trip Distribution
50
%
-5
0
%
50
%
-5
0
%
the trans ortation solutions com any...
P:\Lewis - Arboretum\Analysis\xFigure 9-6 Year (2032) Phase 4 - C-1 Retail - Pass-by Trip Distribution (4/17/2025)110
15/16 28/293/3 15/16 T 11/12 26/27 26/27 T 7/7 T 9/9
3/4 16/24 16/24 16/24 Y 29/43 31/45 Y Y
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
Z Z Z Z T 1/1 9/9 34/36
8/12 S 1/1 S 2/3 S 2/3 S Y 10/15 38/56
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramp 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande 14 Arboretum Ave & Duncan Canyon Rd
34/36T1/1
38/56 Y
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
9/9 35/37 35/37 9/9 Q
10/15 39/58 39/58 10/15
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
[58/86 35/37 T 16/23 T 32/47 Z
39/41 39/58 R 6/9 \ Y Y 35/37 S R
56/59 \
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
Z Z Q [3/5 Z
13/14 S R 39/58 S 10/15 S 1/1 S
26/27 \
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
Z [1/1 Z Z Q [1/2 3/5 S 5/7 S
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramp 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 9.7
XX/YY AM/PM Peak Hour Project Trips The Resort Village
Year (2032) Phase 4 - C-1 Retail - Project Trip Assignment
39
/
4
1
1/
2
1/
2
2/
2
1/
1
1/
1
4/
4
1/
1
1/
2
1/
1
47
/
4
9
9/
9
35
/
3
7
21
/
3
2
48
/
5
0
33
/
5
0
13
/
1
4
53
/
7
9
53
/
7
9
16
/
2
3
82
/
8
7
91
/
1
3
5
5/
5
14
/
1
5
28
/
3
0
47
/
4
9
19
/
2
0
35
/
3
7
1/
2
5/
5
12
/
1
8
10
/
1
5
3/
5
7/
1
1
3/
3
5/
7
1/
1
5/
8
3/
3
52
/
7
7
52
/
7
7
2/
2
5/
5
2/
2
2/
2
23
/
2
5
1/
1
22
/
2
4
26
/
3
9
39
/
5
8
7/
7
24
/
3
6
25
/
3
7
3/
4
5/
7
22
/
2
4
4/
4
14
/
1
5
1/
1
56
/
5
9
58
/
8
6
33
/
5
0
20
/
2
1
19
/
2
0
3/
3
1/
1
25
/
3
7
15
/
2
3
21
/
3
1
the trans ortation solutions com any..
P:\Lewis - Arboretum\Analysis\xFigure 9-7 Year (2032) Phase 4 - C-1 Retail - Project Trip Assignment (4/17/2025)
111
[(0.2%)(11.4%)(21.2%)Q (2%)(11.4%)T (8.6%)(20%)(20%)T (5%) T (6.8%)
2%11.4%11.4%11.4% Y 20%21.2% Y Y
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
Z Z Z Z T (0.9%)(6.8%)(26.2%)
5.4%S 0.5%S 1.4%S 1.2%S Y 6.8%26.2%
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramp 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande 14 Arboretum Ave & Duncan Canyon Rd
(26.2%)T (1%)
26.2% Y
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
(6.8%)(27.2%)(27.2%)(6.8%)
6.8% 27.2%27.2%6.8%
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
[63.2%Z (5%)T 10.9% T 21.9%
27.2% R 4%\Y Y
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
Z Z Q Z Q [2.2% Z (77.8%)\ 27.2%S R 6.8%S 0.7%S
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
Z [0.4%Z Z Q [0.8% 2.2%S 3.2%S
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramp 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 9.8
XX%(YY%)Inbound%(Outbound%) Distribution The Resort Village
Year (2032) Phase 4 - C-2 Retail - Project Trip Distribution
(1
5
.
1
%
)
(1
4
.
7
%
)
(2
.
2
%
)
(0
.
4
%
)
17
.
3
%
10
.
7
%
14
.
7
%
(3
.
2
%
)
(1
0
.
7
%
)
(0
.
8
%
)
36
.
8
%
(3
6
.
8
%
)
17
.
3
%
1.
8
%
3.
2
%
(1
7
.
3
%
)
16
.
9
%
(5
.
4
%
)
(3
.
7
%
)
(1
.
8
%
)
(1
.
4
%
)
(1
8
%
)
(0
.
7
%
)
(1
7
.
3
%
)
18
%
27
%
0.
2
%
(2
.
2
%
)
36
%
36
%
(1
.
8
%
)
3.
7
%
3.
2
%
(0
.
5
%
)
8.
6
%
6.
8
%
2.
3
%
5%
(2
.
3
%
)
1%
(2
2
.
2
%
)
(4
%
)
(4
%
)
(1
0
.
9
%
)
(2
1
.
9
%
)
(3
6
.
8
%
)
(1
4
.
9
%
)
(5
%
)
(3
6
%
)
36
.
8
%
(3
6
.
8
%
)
10
.
9
%
(3
6
%
)
(6
.
8
%
)
(2
7
%
)
14
.
9
%
(3
6
.
8
%
)
(3
6
.
8
%
)
36
.
8
%
36
.
8
%
(1
%
)
(1
%
)
1%
0.
9
%
(1
.
2
%
)
(0
.
6
%
)
0.
6
%
(3
.
2
%
)
1%
the trans ortation solutions com any..
P:\Lewis - Arboretum\Analysis\xFigure 9-8 Year (2032) Phase 4 - C-2 Retail - Project Trip Distribution (4/17/2025)
112
[63.2%Z
27.2%27.2%B R
30 C-2 Retail Dwy 1 & Duncan Canyon Rd 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd
FIGURE 9.9
XX%(YY%)Outbound%(%) Distribution The Resort Village
Year (2032) Phase 4 - C-2 Retail - Inbound Trip Distribution @ Driveways
36
.
8
%
36
%
the trans ortation solutions com any...
P:\Lewis - Arboretum\Analysis\xFigure 9-9 Year (2032) Phase 4 - C-2 Retail - Inbound Trip Distribution @ Driveways (4/17/2025)113
Z (5%Z C
(77.8%\
30 C-2 Retail Dwy 1 & Duncan Canyon Rd 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd
XX%(YY%)Outbound%(%) Distribution
FIGURE 9.10
The Resort Village
Year (2032) Phase 4 - C-2 Retail - Outbound Trip Distribution @ Driveways
(2
2
.
2
%
)
(3
6
.
8
%
)
(3
6
%
)
(3
6
.
8
%
)
(5
%
)
the trans ortation solutions com any...
P:\Lewis - Arboretum\Analysis\xFigure 9-10 Year (2032) Phase 4 - C-2 Retail - Outbound Trip Distribution @ Driveways (4/17/2025)114
[50%Z C
(100%\ R
30 C-2 Retail Dwy 1 & Duncan Canyon Rd 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd
FIGURE 9.11
XX%(YY%)Outbound%(%) Distribution The Resort Village
Year (2032) Phase 4 - C-2 Retail - Pass-by Trip Distribution
(5
0
%
)
50
%
-5
0
%
50
%
-5
0
%
the trans ortation solutions com any...
P:\Lewis - Arboretum\Analysis\xFigure 9-11 Year (2032) Phase 4 - C-2 Retail - Pass-by Trip Distribution (4/17/2025)115
14/27 25/50Q 2/5 14/27 T 10/20 24/47 24/47 T 6/12 T 8/16
4/5 23/29 23/29 23/29 Y 40/51 42/54 Y Y
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
Z Z Z Z T 1/2 8/16 31/62
11/14 S 1/1 S 3/4 S 2/3 S Y 14/17 52/67
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramp 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande 14 Arboretum Ave & Duncan Canyon Rd
31/62T1/2
52/67 Y
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
8/16 32/64 32/64 8/16
14/17 54/70 54/70 14/17
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
[126/162Z 6/12 T 22/28 T 44/56
54/70 R 8/10 \Y Y
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
Z Z Q Z Q [4/6 Z 93/184 \ 54/70 S R 14/17 S 1/2 S
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
Z [1/1 Z Z Q [2/2 4/6 S 6/8 S
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramp 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 9.12
XX/YY AM/PM Peak Hour Project Trips The Resort Village
Year (2032) Phase 4 - C-2 Retail - Project Trip Assignment
18
/
3
6
17
/
3
5
3/
5
0/
1
34
/
4
4
21
/
2
7
29
/
3
8
4/
8
13
/
2
5
1/
2
73
/
9
5
44
/
8
7
34
/
4
4
4/
5
6/
8
21
/
4
1
34
/
4
3
6/
1
3
4/
9
2/
4
2/
3
21
/
4
2
1/
2
21
/
4
1
36
/
4
6
54
/
6
9
0/
1
3/
5
72
/
9
3
72
/
9
3
2/
4
7/
1
0
6/
8
1/
1
17
/
2
2
14
/
1
7
5/
6
10
/
1
3
3/
5
2/
3
26
/
5
2
5/
9
5/
9
13
/
2
6
26
/
5
2
44
/
8
7
18
/
3
5
6/
1
2
43
/
8
5
73
/
9
5
44
/
8
7
22
/
2
8
43
/
8
5
8/
1
6
32
/
6
4
30
/
3
8
44
/
8
7
44
/
8
7
73
/
9
5
73
/
9
5
1/
2
1/
2
2/
3
2/
2
1/
3
1/
1
1/
2
4/
8
2/
3
the trans ortation solutions com any..
P:\Lewis - Arboretum\Analysis\xFigure 9-12 Year (2032) Phase 4 - C-2 Retail - Project Trip Assignment (4/17/2025)
116
The Resort Village
Traffic Impact Analysis
April 20, 2025
105
be staff who would travel inbound in the a.m. peak hour and stay for the remainder of the day. Similarly, in the p.m. peak
hour, the school is anticipated to generate 52 inbound trips and 60 outbound trips. The difference between the inbound
and outbound is 8 trips (52 – 60). This difference is assumed to be staff who would travel outbound in the pm. peak hour.
Table 9.A shows the staff trip generation. The staff trip generation was subtracted from the total trip generation to develop
the student trip generation. Table 9.A shows the student trip generation. As shown in Table 9.A, the number of student
trips is 476 in the a.m. peak hour, 104 in the p.m. peak hour, and 1,539 daily trips. In addition, to provide a conservative
analysis, the school staff was assumed to come from outside the project boundary.
Year (2032) Phase 4 Pass-by Trips
Year (2032) Phase 4 Pass-by trips are existing vehicle trips that are already traveling on a roadway and choose to make
a quick stop at a nearby commercial establishment as part of their existing route and without significantly altering their
original path of travel. They are not considered new trips generated by the project itself. Pass-by trips for the retail
portions of the project are based on several rates from ITE Trip Generation (11th Edition). Table 9.A shows the pass-by
trips for Year (2030) Phase 3.
Year (2032) Phase 4 Internal Trips
Year (2032) Phase 4 trips that would be internal to the project for the residential and retail uses were calculated using
the NCHRP Report 684 Internal Trip Capture Estimation Tool. Based on the Tool, the internal trips from retail to
residential land uses are anticipated to be 210 trips in the a.m. peak hour, 785 trips in the p.m. peak hour, and 1,9383
daily trips. Table 9.A shows the internal trips for Year (2030) Phase 3.
Year (2032) Phase 4 Net External Trips
Table 9.A shows the net external trip generation for Year (2032) Phase 4. As shown in Table 9.A, after accounting for
pass-by, internal trips, and elementary school student trips, the Year (2032) Phase 4 is anticipated to generate 1,938 net
external a.m. peak hour trips, 1,826 net external p.m. peak hour trips, and 24,529 net external daily trips.
9.6 Year (2032) Phase 4 Project Trip Distribution & Assignment
Year (2032) Phase 4 Residential Trip Distribution and Assignment
The trip distribution for residential uses is based on a select zone model run from SBTAM, local and regional destinations,
and discussion with City staff. It should also be noted that volumes at some intersections may be unbalanced to account
for local land uses. The trip distribution for residential uses under Year 2032 Phase 4 is shown in Figure 9.1. The resulting
residential trip assignment for the a.m. and p.m. peak hours are shown in Figure 9.2.
Year (2032) Phase 4 Retail Trip Distribution and Assignment
The trip distributions for the retail uses are based on a select zone model run from SBTAM, local and regional
destinations, and discussion with City staff. It should also be noted that volumes at some intersections may be
unbalanced to account for local land uses. The trip distribution at all study intersections for the C-1 Retail Center under
Year (2032) Phase 4 is shown in Figure 9.3. In addition, separate inbound and outbound figures are provided to give a
clearer view of the distribution percentages in and around the C-1 Retail Center. Figures 9.4 and 9.5 illustrate the inbound
and outbound trip distributions for the C-1 Retail Center under Year (2032) Phase 4. The pass-by trip distribution for the
C-1 retail Center is shown in Figure 9.6. The resulting C-1 Retail Center trip assignment for the a.m. and p.m. peak hours
are shown in Figure 9.7.
The trip distribution at all study intersections for the C-2 Retail Center under Year (2032) Phase 4 is shown in Figure 9.8.
In addition, separate inbound and outbound figures are provided to give a clearer view of the distribution percentages in
and around the C-2 Retail Center. Figures 9.9 and 9.10 illustrate the inbound and outbound trip distributions for the C-2
Retail Center under Year (2032) Phase 4. The pass-by trip distribution for the C-2 retail Center is shown in Figure 9.11.
The resulting C-2 Retail Center trip assignment for the a.m. and p.m. peak hours are shown in Figure 9.12.
117
The Resort Village
Traffic Impact Analysis
April 20, 2025
118
Year (2032) Phase 4 Elementary School Trip Distribution and Assignment
As stated in the project trip generation section, the staff for the Elementary School are assumed to travel from outside
the project area and the students are assumed to be local trips. Therefore, two separate distributions were developed
for student and staff trips. The elementary school student trips were distributed based on discussion with City staff. The
elementary school trip distribution for school students at all study intersections under Year (2032) Phase 4 is shown in
Figure 9.13. In addition, separate inbound and outbound figures are provided to give a clearer view of the distribution
percentages in and around the elementary school. Figures 9.14 and 9.15 illustrate the inbound and outbound trip
distribution for the school students at the school driveways under Year (2032) Phase 4. The resulting trip assignment at
all study intersections is shown in Figure 9.16.
The elementary school staff trips were distributed based on local and regional destinations. The elementary school trip
distribution for school staff at all study intersections under Year (2032) Phase 4 is shown in Figure 9.17. In addition,
separate inbound and outbound figures are provided to give a clearer view of the distribution percentages in and around
the elementary school. Figures 9.18 and 9.19 illustrate the inbound and outbound trip distribution for the school staff at
the school driveways under Year (2032) Phase 4. The resulting trip assignment at all study intersections is shown in
Figure 9.20.
Year (2032) Phase 4 Internal Trip Distribution and Assignment
The trip distribution for residential and retail internal trips is based on the proximity to the retail driveways at the C-1 and
C-2 Retail Centers. The internal trip distribution for the C-1 Retail Center to residential under Year 2032 Phase 4 is shown
in Figure 9.21 and the resulting trip assignment is shown in Figure 9.22. The internal trip distribution from the C-2 Retail
Center to residential under Year 2032 Phase 4 is shown in Figure 9.23 and the resulting trip assignment is shown in
Figure 9.24. The internal trip distribution from the C-1 Retail to C-2 Retail Center is shown in Figure 9.25 and the resulting
trip assignment is shown in Figure 9.26.
Year (2032) Phase 4 Total Trip Assignment
The year (2032) Phase 4 total trip assignment is shown in Figure 9.27.
9.7 Year (2032) Phase 4 Without Project Levels of Service
An intersection level of service analysis was conducted for year (2032) phase 4 without project conditions to determine
circulation system performance. Year (2032) phase 4 without project traffic volumes at study intersections are shown in
Figure 9.28. Detailed volume development worksheets are included in Appendix B. Year (2032) phase 4 without project
levels of service for the study area intersections are summarized in Table 9.B. Level of service calculation worksheets
are contained in Appendix C. As shown in Table 9.B, all study area intersections are forecast to operate at satisfactory
levels of service, with the exception of the following:
John Previti Avenue and Duncan Canyon Road (a.m. peak hour).
Citrus Avenue and Duncan Canyon Road (a.m. and p.m. peak hours).
Citrus Avenue and Summit Avenue (p.m. peak hour).
Citrus Avenue and Sierra Lakes Parkway (p.m. peak hour).
Citrus Avenue and Highland Avenue (p.m. peak hour).
Sierra Avenue and I-15 Southbound Ramps (a.m. peak hour).
Sierra Avenue and Riverside Avenue (a.m. and p.m. peak hours).
Sierra Avenue and Grapeland Street-Segovia Avenue (a.m. peak hour).
Sierra Avenue and Ducan Canyon Road (a.m. and p.m. peak hours).
Sierra Avenue and Summit Avenue (a.m. peak hour).
Sierra Avenue and Siera Lakes Parkway (p.m. peak hour).
Sierra Avenue and Highland Avenue (a.m. and p.m. peak hours).
118
Q [(12%)(12%)(12%)(12%)(12%)
12%12%12%12%
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
[(14%)(12%)Q [(2%)Q T (10%)
12% Y
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramp 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande 14 Arboretum Ave & Duncan Canyon Rd
Q T (7%) [(93%)Z Z Q [10%Y 7%\ Y R 29% Y 1%S
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
Q [13%[50%Z Z
43%S (11%)\(29%)\ R (13%)S
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramp 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 9.13
XX%(YY%)Inbound%(Outbound%) Distribution The Resort Village
Year (2032) Phase 4 - Elementary School Students - Project Trip Distribution
(2
9
%
)
7%
12
%
7%
(5
3
%
)
(6
0
%
)
(4
0
%
)
10
%
(1
1
%
)
(1
3
%
)
10
%
(1
1
%
)
(1
3
%
)
(1
0
%
)
13
%
(1
%
)
(2
4
%
)
(3
6
%
)
2%
7%
(1
1
%
)
14
%
13
%
40
%
the trans ortation solutions com any..
P:\Lewis - Arboretum\Analysis\xFigure 9-13 Year (2032) Phase 4 - Elementary School Students - Project Trip Distribution (4/17/2025)
119
Q [50%
29% Y 43%S
18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 23 ES Dwy 3 & Duncan Canyon Rd
FIGURE 9.14
XX%(YY%)Outbound%(%) Distribution The Resort Village
Year (2032) Phase 4 - Elementary School Students - Inbound Trip Distribution @ Driveways
7%
14
%
the trans ortation solutions com any...
P:\Lewis - Arboretum\Analysis\xFigure 9-14 Year (2032) Phase 4 - Elementary School Students - Inbound Trip Distribution @ Driveways (4/17/2025)120
T (7% [(93%Z D
18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 23 ES Dwy 3 & Duncan Canyon Rd
FIGURE 9.15
XX%(YY%)Outbound%(%) Distribution The Resort Village
Year (2032) Phase 4 - Elementary School Students - Outbound Trip Distribution @ Driveways
(5
3
%
)
(4
0
%
)
(6
0
%
)
(3
6
%
)
(2
4
%
)
the trans ortation solutions com any...
P:\Lewis - Arboretum\Analysis\xFigure 9-15 Year (2032) Phase 4 - Elementary School Students - Outbound Trip Distribution @ Driveways (4/17/2025)121
Q [29/6 29/6 29/6 29/6 29/6
29/6 29/6 29/6 29/6
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
[33/729/6Q [5/1 Q T 24/5
29/6 Y
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramp 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande 14 Arboretum Ave & Duncan Canyon Rd
Q T 17/4 [221/48 Z Z Q [24/5Y17/4 \ Y R 69/15 Y 2/1 S
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
Q [31/7 [119/26 Z Z
102/22 S 26/6 \69/15 \ R 31/7 S
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramp 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 9.16
XX/YY AM/PM Peak Hour Project Trips The Resort Village
Year (2032) Phase 4 - Elementary School Students - Project Trip Assignment
31
/
7
95
/
2
1
26
/
6
33
/
7
2/
1
57
/
1
2
86
/
1
9
5/
1
17
/
4
24
/
5
26
/
6
31
/
7
24
/
5
31
/
7
26
/
6
31
/
7
95
/
2
1
24
/
5
14
3
/
3
1
29
/
6
17
/
4
12
6
/
2
8
17
/
4
69
/
1
5
the trans ortation solutions com any..
P:\Lewis - Arboretum\Analysis\xFigure 9-16 Year (2032) Phase 4 - Elementary School Students - Project Trip Assignment (4/17/2025)
122
(10%)(45%)(10%)T (35%)(45%)(45%)T (5%)
10%10%10% Y 45%45% Y
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
Z (50%)
1%S 50%
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramp 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande 14 Arboretum Ave & Duncan Canyon Rd
[(10%)T (10%) [(80%)Z [10%Y R Y 10%S
40%
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
[40%10%50%
40%S (50%)
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
50%T 15% T 10% Y Y (25%)S
(25%)\
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
Z Z R 2%S
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
Z Q [3% Z Q [3%
2%S 2%S
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramp 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 9.17
XX%(YY%)Inbound%(Outbound%) Distribution The Resort Village
Year (2032) Phase 4 - Elementary School Staff - Project Trip Distribution
(2
0
%
)
(2
0
%
)
(2
0
%
)
20
%
15
%
20
%
(2
%
)
(1
5
%
)
(3
%
)
(1
%
)
25
%
(
2
5
%
)
23
%
3%3%
(2
%
)
20
%
(1
%
)
(4
%
)
(3
%
)
(2
5
%
)
(2
%
)
(2
3
%
)
25
%
25
%
(2
5
%
)
25
%
25
%
(3
%
)
4%3%
35
%5%5%
(5
%
)
(4
0
%
)
20
%
(5
0
%
)
(1
5
%
)
(1
0
%
)
(2
5
%
)
(1
5
%
)
25
%
25
%
(
2
5
%
)
(4
0
%
)
20
%
15
%
(2
5
%
)
15
%
25
%
(
2
5
%
)
25
%
(5
0
%
)
(5
0
%
)
(5
0
%
)
(3
%
)
3%
(3
%
)
(5
0
%
)
the trans ortation solutions com any..
P:\Lewis - Arboretum\Analysis\xFigure 9-17 Year (2032) Phase 4 - Elementary School Staff - Project Trip Distribution (4/17/2025)
123
[40%[10%10%Y 10%S 40%S
40%
18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 23 ES Dwy 3 & Duncan Canyon Rd
FIGURE 9.18
XX%(YY%)Outbound%(%) Distribution The Resort Village
Year (2032) Phase 4 - Elementary School Staff - Inbound Trip Distribution @ Driveways
20
%
20
%
the trans ortation solutions com any...
P:\Lewis - Arboretum\Analysis\xFigure 9-18 Year (2032) Phase 4 - Elementary School Staff - Inbound Trip Distribution @ Driveways (4/17/2025)124
[(10%T (10% [(80%ZD R
18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 23 ES Dwy 3 & Duncan Canyon Rd
FIGURE 9.19
XX%(YY%)Outbound%(%) Distribution The Resort Village
Year (2032) Phase 4 - Elementary School Staff - Outbound Trip Distribution @ Driveways
(4
0
%
)
(4
0
%
)
(5
0
%
)
(5
0
%
)
the trans ortation solutions com any...
P:\Lewis - Arboretum\Analysis\xFigure 9-19 Year (2032) Phase 4 - Elementary School Staff - Outbound Trip Distribution @ Driveways (4/17/2025)125
0/10/1 T 0/3 0/4 0/4 0/4
4/0 4/0 4/0 Y 19/0 19/0 Y
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
0/4 21/0
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramp 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande 14 Arboretum Ave & Duncan Canyon Rd
[0/1T0/1 [0/6 Z [4/0Y R Y 4/0 S
17/0
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
[17/04/0 21/0
17/0 S 0/4
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
21/0 T 6/0 T 4/0 Y Y 0/2 S
0/2 \
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
Z R 1/0 S
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
[1/0 [1/0
1/0 S 1/0 S
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramp 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 9.20
XX/YY AM/PM Peak Hour Project Trips The Resort Village
Year (2032) Phase 4 - Elementary School Staff - Project Trip Assignment
0/
4
0/
4
1/
0
0/
4
0/
4
0/
2
6/
0
11
/
2
11
/
0
0/
3
8/
0
6/
0
11
/
2
0/
1
0/
1
0/
2
0/
1
11
/
0
0/
4
0/
3
8/
0
15
/
0
2/
0
2/
0
1/
0
2/
0
0/
2
11
/
0
11
/
0
0/
2
0/
2
11
/
0
11
/
0
8/
0
10
/
0
1/
0
1/
0
0/
2
0/
1
11
/
2
0/
2
0/
2
8/
0
6/
0
8/
0
the trans ortation solutions com any..
P:\Lewis - Arboretum\Analysis\xFigure 9-20 Year (2032) Phase 4 - Elementary School Staff - Project Trip Assignment (4/17/2025)
126
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramp 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande 14 Arboretum Ave & Duncan Canyon Rd
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
[(25%)(25%)T (25%)Q T (25%)(75%)Y 25% Y 75%S
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
Z Z
25%\ R (25%)S
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramp 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 9.21
XX%(YY%)Inbound%(Outbound%) Distribution The Resort Village
Year (2032) Phase 4 - Internal Trip Distribution (C-1 Retail to Residential)
(2
5
%
)
25
%
(7
5
%
)
25
%
25
%
25
%
the trans ortation solutions com any..
P:\Lewis - Arboretum\Analysis\xFigure 9-21 Year (2032) Phase 4 - Internal Trip Distribution (C-1 Retail to Residential) (4/17/2025)
127
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramp 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande 14 Arboretum Ave & Duncan Canyon Rd
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
[2/302/30T2/30 Q T 2/30 7/89Y10/14 Y 29/41 S
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
Z Z
10/14 \ R 2/30 S
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramp 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 9.22
XX/YY AM/PM Peak Hour Project Trips The Resort Village
Year (2032) Phase 4 - Internal Trip Assignment (C-1 Retail to Residential)
2/
3
0
10
/
1
4
7/
8
9
10
/
1
4
10
/
1
4
10
/
1
4
the trans ortation solutions com any..
P:\Lewis - Arboretum\Analysis\xFigure 9-22 Year (2032) Phase 4 - Internal Trip Assignment (C-1 Retail to Residential) (4/17/2025)
128
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramp 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande 14 Arboretum Ave & Duncan Canyon Rd
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
Q [(100%)
25%\ R
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
[100%Z (50%)
100%
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
Z
(50%)\100%S
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramp 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 9.23
XX%(YY%)Inbound%(Outbound%) Distribution The Resort Village
Year (2032) Phase 4 - Internal Trip Distribution (C-2 Retail to Residential)
50
%
(5
0
%
)
(5
0
%
)
(5
0
%
)
(2
5
%
)
10
0
%
the trans ortation solutions com any..
P:\Lewis - Arboretum\Analysis\xFigure 9-23 Year (2032) Phase 4 - Internal Trip Distribution (C-2 Retail to Residential) (4/17/2025)
129
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramp 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande 14 Arboretum Ave & Duncan Canyon Rd
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
Q [3/96
1/9 \ R
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
[4/35Z 1/48
4/35
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
Z
1/48 \4/35 S
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramp 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 9.24
XX/YY AM/PM Peak Hour Project Trips The Resort Village
Year (2032) Phase 4 - Internal Trip Assignment (C-2 Retail to Residential)
4/
3
5
1/
2
4
1/
4
8
1/
4
8
1/
4
8
2/
1
8
the trans ortation solutions com any..
P:\Lewis - Arboretum\Analysis\xFigure 9-24 Year (2032) Phase 4 - Internal Trip Assignment (C-2 Retail to Residential) (4/20/2025)
130
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramp 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande 14 Arboretum Ave & Duncan Canyon Rd
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
(100%)\ R
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
Z Q100%\
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramp 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 9.25
XX%(YY%)Inbound%(Outbound%) Distribution The Resort Village
Year (2032) Phase 4 - Internal Trip Distribution (C-1 Retail to C-2 Retail)
10
0
%
(1
0
0
%
)
10
0
%
10
0
%
(1
0
0
%
)
10
0
%
the trans ortation solutions com any..
P:\Lewis - Arboretum\Analysis\xFigure 9-25 Year (2032) Phase 4 - Internal Trip Distribution (C-1 Retail to C-2 Retail) (4/17/2025)
131
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramp 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande 14 Arboretum Ave & Duncan Canyon Rd
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
15/51 \ R
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
Z Q17/39 \
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramp 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 9.26
XX/YY AM/PM Peak Hour Project Trips The Resort Village
Year (2032) Phase 4 - Internal Trip Assignment (C-1 Retail to C-2 Retail)
17
/
3
9
15
/
5
1
17
/
3
9
17
/
3
9
15
/
5
1
17
/
3
9
the trans ortation solutions com any..
P:\Lewis - Arboretum\Analysis\xFigure 9-26 Year (2032) Phase 4 - Internal Trip Assignment (C-1 Retail to C-2 Retail) (4/17/2025)
132
[1/1 [29/6 65/54 230/172Q 17/15 Q 36/48 T 158/112 223/165 223/165 T 52/41 T 34/34
11/19 46/59 75/65 75/65 Y 167/223 172/231 Y Y
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
[33/7[5/1 282/214Z Z Z Z T 2/3 Q 34/34 Q T 24/5
32/57 S 2/2 S 5/7 S 4/6 S Y 30/46 205/289 Y
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramp 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande 14 Arboretum Ave & Duncan Canyon Rd
[4/0[0/1 253/204 [31/17 Q T 17/5 [221/54 Z T 2/3 Z Q [24/5Y17/4 \ Y R Y 25/52 S Y 2/1 S
220/245
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
[22/80[31/7 [136/26 22/80 [30/163 Q 34/34 259/207 T 62/177 Z Q T 22/80 Z Q 88/101 Z 34/34 Q 68/240
30/46 119/22 S 31/21 Y 47/26 S R Y 44/107 S R 31/7 S 29/41 S
137/235 26/6 \69/47 93/128 30/46 177/100
159/74 \
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
[58/86 [130/248Z 61/151 Z 90/164 T 61/93 T 108/171 Z Z
216/141 175/207 R 30/58 \ Y Y 80/47 S R 69/110 S R
102/68 \103/153 \
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
Z Z Z Q Z Q [7/11 Z
89/57 S R 111/372 \ 117/176 S R 30/46 S 3/3 S
127/84 \59/33 \
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
Z Q [13/29 Z [2/2 Z Z Q [5/6
27/63 S 7/11 S 15/23 S
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramp 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 9.27
XX/YY AM/PM Peak Hour Project Trips The Resort Village
Year (2032) Phase 4 - Total Project Trip Assignment
14
3
/
1
1
8
14
1
/
1
1
6
14
8
/
1
2
6
6/
8
1/
2
10
3
/
1
7
0
74
/
1
2
9
94
/
1
5
8
17
/
1
7
12
0
/
9
3
4/
4
74
/
4
2
25
4
/
2
7
5
93
/
1
7
2
14
5
/
2
6
6
14
2
/
2
6
2
11
/
1
5
15
/
2
1
90
/
6
7
34
/
1
9
10
2
/
1
6
8
50
/
4
1
17
/
4
16
/
1
8
11
/
1
0
4/
5
25
6
/
1
8
8
2/
3
25
5
/
1
8
6
14
6
/
2
6
6
18
6
/
3
2
8
0/
2
6/
8
10
3
/
1
9
4
11
9
/
1
9
1
22
3
/
3
8
5
11
/
1
0
17
/
2
4
15
/
2
1
2/
2
91
/
1
5
6
30
/
4
6
20
/
3
5
33
/
5
8
34
/
2
4
29
/
6
17
/
4
12
6
/
3
1
29
/
5
2
14
3
/
3
5
69
/
4
7
15
1
/
9
4
79
/
1
4
9
3/
5
27
/
1
0
0
56
/
4
0
56
/
4
0
76
/
7
0
13
4
/
1
2
8
61
/
1
7
7
13
2
/
1
0
9
60
/
1
1
3
28
4
/
2
4
5
88
/
1
9
7
29
4
/
1
6
3
23
8
/
4
3
7
26
/
6
4
11
6
/
7
6
8/
0
61
/
9
3
7/
8
9
24
/
5
69
/
4
7
32
/
9
9
34
3
/
2
7
8
34
/
3
4
30
3
/
2
3
6
90
/
1
5
1
34
/
1
0
9
18
7
/
1
9
0
82
/
1
3
1
13
6
/
1
5
1
95
/
1
3
5
17
7
/
1
8
8
28
/
6
8
17
0
/
2
5
5
26
/
1
0
31
/
7
24
/
5
57
/
2
7
33
/
1
0
24
/
5
34
/
1
2
2/
1
3/
4
57
/
1
2
86
/
2
3
3/
5
5/
1
9/
6
6/
9
17
/
4
11
/
2
6
15
/
1
6
39
/
41
57
/
27
36
/
1
2
31
/
7
16
/
4
0
10
7
/
1
0
8
28
3
/
1
2
7
82
/
7
9
2/
3
the trans ortation solutions com any..
P:\Lewis - Arboretum\Analysis\xFigure 9-27 Year (2032) Phase 4 - Total Project Trip Assignment (4/17/2025)
133
[453/231 [146/98 [16/11 [40/75 [398/131464/246 359/319 500/526 [107/120 977/573 407/216 120/67Z Q T 97/92 Z Q T 147/163 Z Q T 600/261 957/530 Z Q T 18/21 Z Q T 92/94 Z Q T 142/139
64/96 S R Y 9/29 S R Y 238/433 62/104 S R Y 82/57 S R Y 69/48 S R Y 79/41 S R Y
176/276 290/309 332/163 \312/458 416/854 166/390 36/74
28/110 \14/12 \43/43 \232/444 \37/21 \
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
[61/76 [80/183 [346/373 [293/410 [13/1607/359 112/233 8/4 276/226 [37/10 328/290Z Q T 129/113 Z Q T 345/455 Z T 414/370 Q Z Q T 100/125 Z Q 567/289 Z Q T 2/2
50/92 S R Y 26/71 S R Y R 311/407 S Y 242/176 S R Y 33/70 S 67/10 S R Y
279/377 91/270 3/2 376/332 162/561 211/462
213/203 \233/245 \421/336 \115/46 \31/63 \
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramp 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande 14 Arboretum Ave & Duncan Canyon Rd
[22/18 [19/6239/241 9/24 T 23/83 Z Q T 28/13
202/403 R Y 2/4 S R Y
46/53 \13/35
59/25 \
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
[9/13 [20/29310/183 216/302 186/119Z Q T 0/6 285/343 T 41/97 Z Q T 37/35
30/105 S R Y 240/469 179/424 R Y 15/54 S R Y
137/318 61/44 \116/97
42/145 \17/178 \
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
[127/864/7 [584/786 [70/16270/407 Z T 752/536 Q Q T 144/61 Q T 38/6
223/564 R 278/497 S Y Y Y
3/3
312/360 \
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
[7/1 [34/123 [0/4[141/320 25/12 115/70 0/3 Q T 450/333 Z Q T 26/8 Z [0/5 Z Q T 112/173 Z Z Q T 1/17 Y 111/355 S R Y 48/29 \ Y 4/9 S R Y 87/123 S R 8/16 S R Y
13/31 46/38 356/219 \177/120 \
99/178 \111/79 \
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
[177/291 [332/476125/238 [316/514 308/220Z Q T 205/247 Z T 490/377 Z Z Q T 28/74
66/180 S R Y Y 343/271 S Y 435/461 S R Y
120/256 478/454 \249/325
367/721 \129/73 \
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramp 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 9.28
XXXX / YYYY AM / PM Peak Hour Volume (In PCEs) The Resort Village
Year (2032) Phase 4 Without Project Peak Hour Traffic Volumes
46
/
2
4
1/
1
2
48
/
6
1
87
/
3
5
60
/
4
4
67
/
4
7
15
3
/
1
8
2
29
/
2
2
4/
3
6
71
7
/
8
7
2
90
/
1
0
0
1/
2
98
6
/
8
1
0
38
/
2
8
39
1
/
2
6
3
11
3
/
6
6
88
/
4
2
10
3
/
1
7
1
0/
3
13
3
/
7
2
0/
2
52
6
/
5
9
1
40
0
/
6
3
1
46
/
5
2
20
/
5
2
82
/
1
0
2
9/
1
4
23
/
9
0
6/
1
5
96
1
/
6
1
1
31
/
2
9
93
6
/
5
3
2
6
7
5
/
5
2
1
16
/
9
79
/
6
0
80
6
/
7
1
3
42
9
/
9
0
2
36
/
8
46
5
/
9
1
0
75
9
/
5
7
5
72
1
/
5
6
9
10
4
/
2
4
36
/
6
3
1/
1
48
/
2
2
11
7
0
/
8
7
5
73
/
1
2
3
13
/
2
5
69
/
4
2
63
/
1
4
0
75
4
/
3
6
3
10
5
1
/
6
6
9
54
8
/
1
1
0
2
60
1
/
3
3
6
63
4
/
6
6
5
34
3
/
9
1
1
11
0
/
1
1
0
3/
0
39
2
/
7
9
0
17
7
/
1
7
0
87
1
/
4
9
9
16
5
/
7
5
6/
9
42
4
/
2
3
7
48
8
/
9
2
5
49
1
/
4
6
1
57
/
5
7
87
/
6
2
13
6
/
1
2
9
2/
2
15
/
4
14
2
/
1
3
4
49
/
2
6
31
/
2
0
14
/
9
20
/
1
6
0/
3
22
9
/
4
9
6
14
2
/
2
5
6
25
3
/
5
1
6
70
/
2
2
5
12
7
/
7
2
65
/
1
1
8
88
/
6
9
38
6
/
4
5
5
41
/
4
7
75
/
5
4
51
7
/
3
4
4
99
/
3
3
2
24
0
/
2
4
3
95
/
7
7
90
8
/
4
6
0
64
/
5
7
13
7
/
1
0
2
33
6
/
3
4
4
22
3
/
4
5
0
25
3
/
2
4
4
10
5
/
7
4
12
2
/
1
1
4
50
/
9
3
29
1
/
4
1
2
35
6
/
4
3
5
35
/
1
3
15
1
/
54
48
9
/
84
9
61
3
/
9
7
5
42
/
7
8
67
/
2
2
4
43
0
/
7
4
6
11
/
1
9
52
3
/
9
8
2
25
/
0
8/
1
8/
7
13
7
/
1
5
2
11
1
0
/
9
1
9
10
7
1
/
7
7
2
8/
3
88
/
4
6
13
/
2
74
/
2
1
0
82
0
/
1
0
9
3
37
4
/
2
2
3
41
5
/
3
8
8
0/
2
7/
1
5
10
0
0
/
7
0
2
13
2
6
/
9
1
1
13
/
3
4/
0
89
/
8
9
13
7
/
2
1
3
28
8
/
3
9
1
91
/
8
0
49
7
/
3
3
5
45
/
9
8
10
6
3
/
1
3
1
5
39
3
/
4
7
7
0/
8
17
4
/
2
0
4
88
4
/
1
3
5
3
46
9
/
3
9
6
78
4
/
1
0
6
2
27
4
/
3
7
6
14
4
/
1
8
7
51
8
/
5
5
0
57
4
/
3
3
4
10
2
6
/
9
1
4
32
4
/
4
2
7
93
/
1
2
4
15
8
/
2
3
9
32
3
/
5
9
0
22
5
/
5
1
2
13
8
0
/
1
2
7
1
14
4
7
/
1
2
2
1
13
5
9
/
8
1
5
55
0
/
5
1
2
42
4
/
4
2
7
83
9
/
1
0
1
5
25
8
/
2
8
8
28
2
/
5
2
6
14
6
/
7
7
86
2
/
1
1
3
5
11
1
2
/
1
5
2
1
the trans ortation solutions com any..
Project Access
Location
Project Access
Location
Project Access
Location
Project Access
Location
Project Access
Location
Project Access
Location
Project Access
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Project Access
Location
Project Access
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Project Access
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Project Access
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Project Access
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Location
P:\Lewis - Arboretum\Analysis\xFigure 9-28 Year (2032) Phase 4 Without Project Peak Hour Traffic Volumes (4/20/2025)
134
LOS AM Peak Hou PM Peak Hou
Intersection Standard Jurisdiction Control Delay LOS Delay LOS Delay LOS Delay LOS
1: Beech Ave & Summit Ave C Fontana Signal 26.9 C 28.7 C 26.8 C 28.9 C -0.1 0.2
2: Coyote Canyon Rd & Duncan Canyon Rd C Fontana WSC 14.4 B 13.7 B 16.9 C 15.4 C 2.5 1.7
3: I-15 SB Ramps & Duncan Canyon Rd D Caltrans Signal 22.2 C 12.9 B 22.9 C 13.3 B --
4: I-15 NB Ramps & Duncan Canyon Rd D Caltrans Signal 31.0 C 25.7 C 31.4 C 26.3 C --
5: Duncan Canyon Rd & John Previti Ave C Fontana TWSC 72.5 F * 38.0 E * >100 F * 87.7 F * 192.5 49.7
6: Citrus Ave & Duncan Canyon Rd C Fontana WSC 27.4 D * 49.7 E * 88.3 F * >100 F * 60.9 104.3
7: Citrus Ave & Casa Grande D C Fontana Signal 25.4 C 24.5 C 25.4 C 25.2 C 0.0 0.7
8: Citrus Ave & Summit Ave C Fontana Signal 30.5 C 45.3 D * 31.2 C 46.2 D * 0.7 0.9
9: Citrus Ave & Sierra Lakes Pkwy C Fontana Signal 30.2 C 44.0 D * 30.2 C 44.0 D * 0.0 0.0
10: Citrus Ave & SR-210 WB Ramps D Caltrans Signal 24.1 C 22.3 C 24.0 C 22.2 C --
11: Citrus Ave & SR-210 EB Ramps D Caltrans Signal 26.6 C 17.3 B 26.8 C 17.5 B --
12: Citrus Ave & Highland Ave C Fontana Signal 32.6 C 46.4 D * 32.6 C 46.7 D * 0.0 0.3
13: Casa Grande Dr & Oak Grove Ave C Fontana TWSC 17.5 C 16.8 C 19.0 C 18.1 C 1.5 1.3
14: Arboretum Ave & Duncan Canyon Rd C Fontana WSC 12.2 B 15.1 C 63.5 F * 84.0 F * 51.3 68.9
15: Cypress Ave & Grapeland S C Fontana Roundabou 2.9 2.8 - -
16: Cypress Ave & Arboretum Ave C Fontana TWSC 8.4 8.4 - -
17: Cypress Ave & Terra Vista D C Fontana TWSC 8.8 8.6 - -
18: Cypress Ave & ES N. Dwy C Fontana TWSC 9.5 8.9 - -
19: Cypress Ave & ES S. Dwy C Fontana TWSC 9.4 8.7 - -
20: Cypress Ave & Duncan Canyon Rd C Fontana WSC 9.5 12.9 B 36.9 E * 72.5 F * 27.4 59.6
21: Cypress Ave & Gardens Ave C Fontana WSC 8.1 8.6 8.5 8.8 0.4 0.2
22: Cypress Ave & Casa Grande D C Fontana WSC 11.7 B 11.3 B 12.8 B 12.1 B 1.1 0.8
23: Duncan Canyon Rd & ES Dwy 3 C Fontana TWSC 9.7 8.8 - -
24: Cassava Dr & Grapeland S C Fontana TWSC 9.1 8.8 - -
25: Cassava Dr & Terra Vista D C Fontana Roundabou 4.8 5.3 - -
26: Cassava Dr & Duncan Canyon Rd C Fontana TWSC 13.6 B 23.0 C 59.7 F * >100 F * 46.1 511.6
27: Montelena Rd & Casa Grande D C Fontana TWSC 12.9 B 15.1 C 15.5 C 17.2 C 2.6 2.1
28: Terra Vista Dr & C-1 Retail Dwy 2 C Fontana TWSC 10.8 B 12.0 B --
29: Terra Vista Dr & C-1 Retail Dwy 3 C Fontana TWSC 8.7 9.8 - -
30: Duncan Canyon Rd & C-2 Retail Dwy 1 C Fontana TWSC - -
31: Sierra Ave & I-15 SB Ramps D Caltrans Signal 58.4 E * 15.5 B 74.9 E * 17.4 B --
32: Sierra Ave & I-15 NB Ramps D Caltrans Signal 17.6 B 30.6 C 17.8 B 39.7 D --
33: Sierra Ave & Riverside Ave C Fontana WSC >100 F * >100 F * >100 F * >100 F * 80.9 91.1
34: Sierra Ave & Grapeland St-Segovia Ave C Fontana TWSC 28.2 D * 20.8 C >100 F * >100 F * 401.7 235.0
35: Sierra Ave & C-1 Retail Dwy 1 C Fontana TWSC >100 F * >100 F * --
36: Sierra Ave & Terra Vista D C Fontana Signal 26.8 C 32.6 C 63.0 E * 41.5 D * 36.2 8.9
37: Sierra Ave & C-2 Retail Dwy 2 C Fontana TWSC - -
38: Sierra Ave & Duncan Canyon Rd C Fontana Signal 49.9 D * 36.9 D * >100 F * >100 F * 59.0 85.3
39: Sierra Ave & Fieldcress D C Fontana TWSC 10.0 9.5 10.4 B 9.8 0.4 0.3
40: Sierra Ave & Casa Grande D C Fontana Signal 24.2 C 15.5 B 25.0 C 13.9 B 0.8 -1.6
41: Sierra Ave & Summit Ave C Fontana Signal 49.6 D * 30.9 C 51.7 D * 31.0 C 2.1 0.1
42: Sierra Ave & Clubhouse D C Fontana Signal 27.3 C 17.2 B 27.6 C 17.7 B 0.3 0.5
43: Sierra Ave & Sierra Lakes Pkwy C Fontana Signal 32.6 C 82.3 F * 32.7 C 83.1 F * 0.1 0.8
44: Sierra Ave & SR-210 WB Ramps D Caltrans Signal 14.7 B 20.8 C 14.0 B 13.7 B --
45: Sierra Ave & SR-210 EB Ramps D Caltrans Signal 13.5 B 12.1 B 13.0 B 11.8 B --
46: Sierra Ave & Highland Ave C Fontana Signal 39.8 D * 83.3 F * 41.6 D * 78.7 E * 1.8 -4.6
*Exceeds LOS Standard
TWSC = Two-Way Stop Control; For TWSC intersections, reported delay is for worst-case approach/movement.
LOS = Level of Service
Not Analyzed
Not Analyzed
Future Intersection
Table 9.B: Year (2032) Phase 4 Levels of Service
Without Project With Project Change In Delay
AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour
Future Intersection
Future Intersection
Future Intersection
Future Intersection
Future Intersection
Future Intersection
Future Intersection
Future Intersection
Future Intersection
Future Intersection
P:\Lewis - Arboretum\Analysis\LOS\Year (2032)
135
The Resort Village
Traffic Impact Analysis
April 20, 2025
136
9.8 Year (2032) Phase 4 With Project Levels of Service
An intersection level of service analysis was conducted for year (2032) phase 4 with project conditions to determine
circulation system performance. Year (2032) phase 4 with project geometrics and stop controls at study intersections
are shown in Figure 9.29. Year (2032) phase 4 with project traffic volumes at study intersections are shown in Figure
9.30. Detailed volume development worksheets are included in Appendix B. Year (2032) phase 3 with project levels of
service for the study area intersections are summarized in Table 9.B. Level of service calculation worksheets are
contained in Appendix C. As shown in Table 9.B, all study area intersections are forecast to operate at satisfactory levels
of service, with the exception of the following:
John Previti Avenue and Duncan Canyon Road (a.m. and p.m. peak hours).
Citrus Avenue and Duncan Canyon Road (a.m. and p.m. peak hours).
Citrus Avenue and Summit Avenue (p.m. peak hour).
Citrus Avenue and Sierra Lakes Parkway (p.m. peak hour).
Citrus Avenue and Highland Avenue (p.m. peak hour).
Arboretum Avenue and Duncan Canyon Road (a.m. and p.m. peak hours).
Cypress Avenue and Duncan Canyon Road (a.m. and p.m. peak hours).
Cassava Drive and Duncan Canyon Road (a.m. and p.m. peak hours).
Sierra Avenue and I-15 Southbound Ramps (a.m. peak hour).
Sierra Avenue and Riverside Avenue (a.m. and p.m. peak hours).
Sierra Avenue and Grapeland Street-Segovia Avenue (a.m. and p.m. peak hours).
Sierra Avenue and C-1 Retail Driveway 1 (a.m. and p.m. peak hours).
Sierra Avenue and Terra Vista Drive (a.m. and p.m. peak hours).
Sierra Avenue and Ducan Canyon Road (a.m. and p.m. peak hours).
Sierra Avenue and Summit Avenue (a.m. peak hour).
Sierra Avenue and Siera Lakes Parkway (p.m. peak hour).
Sierra Avenue and Highland Avenue (a.m. and p.m. peak hours).
136
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramps 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande Dr 14 Arboretum Ave & Duncan Canyon Rd
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramps 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 9.29
Legend
Signal Free-Right The Resort Village
Stop Sign Roundabout Year (2032) Phase 4 With Project Intersection Geometrics and Stop Control
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P:\Lewis - Arboretum\Analysis\xFigure 9-29 Year (2032) Phase 4 With Project Intersection Geometrics and Stop Control 4/19/2025 137
[454/232 [175/104 [16/11 [40/75 [398/131481/261 395/367 565/580 [107/120 1200/738 637/388 120/67Z Q T 97/92 Z Q T 147/163 Z Q T 758/373 1180/695 Z Q T 18/21 Z Q T 144/135 Z Q T 176/173
64/96 S R Y 9/29 S R Y 313/498 62/104 S R Y 82/57 S R Y 69/48 S R Y 79/41 S R Y
187/295 336/368 332/163 \387/523 583/1077 338/621 36/74
28/110 \14/12 \43/43 \232/444 \37/21 \
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
[61/76 [80/183 [346/373 [293/410 [46/8607/359 112/233 8/4 276/226 [42/11 610/504Z Q T 129/113 Z Q T 345/455 Z T 414/370 Q Z Q T 102/128 Z Q 601/323 Z Q T 26/7
82/149 S R Y 28/73 S R Y R 316/414 S Y 246/182 S R Y 33/70 S 67/10 S R Y
279/377 91/270 3/2 376/332 192/607 416/751
213/203 \233/245 \421/336 \115/46 \31/63 \
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramp 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande 14 Arboretum Ave & Duncan Canyon Rd
[26/18 [43/11[0/1 492/445 9/24 [31/17 Q T 17/5 [221/54 Z T 25/86 Z Q T 28/13Y17/4 \ Y R Y 25/52 S R Y 4/5 S R Y
422/648 13/35
46/53 \59/25 \
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
[40/20 [22/80 [30/163 [20/29344/217 [136/26 22/80 304/403 220/153Z Q T 0/6 544/550 T 62/177 Z Q T 22/80 Z Q T 41/97 Z Q T 37/35 Q 68/240
30/105 S R Y 119/22 S 31/21 Y 47/26 S R Y 44/107 S R Y 46/61 S R Y 29/41 S
167/364 377/704 26/6 \69/47 272/552 146/143 177/100
42/145 \159/74 \61/44 \17/178 \
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
[127/86[58/86 [130/248 4/7 [584/786 [70/16Z 61/151 Z 360/571 Z T 813/629 Q Q T 252/232 Z Q T 38/6 Z
216/141 398/771 R 278/497 S Y Y 80/47 S R Y 69/110 S R
3/3 102/68 \103/153 \
342/418 \
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
[7/1 [41/134 [0/4[141/320 25/12 115/70 0/3Z Q T 450/333 Z Z Q T 26/8 Z [0/5 Z Q T 112/173 Z Z Q T 1/17
89/57 S R Y 111/372 \ 228/531 S R Y 48/29 \ Y 34/55 S R Y 87/123 S R 11/19 S R Y
127/84 \13/31 46/38 356/219 \177/120 \
158/211 \111/79 \
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
[190/320 [337/482125/238 [318/516 308/220Z Q T 205/247 Z T 490/377 Z Z Q T 28/74
93/243 S R Y Y 350/282 S Y 450/484 S R Y
120/256 478/454 \249/325
367/721 \129/73 \
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramp 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 9.30
XXXX / YYYY AM / PM Peak Hour Volume (In PCEs) The Resort Village
Year (2032) Phase 4 With Project Peak Hour Traffic Volumes
46
/
2
4
16
/
4
0
10
7
/
1
0
8
28
3
/
1
2
7
82
/
7
9
1/
1
2
51
/
6
6
87
/
3
5
62
/
4
7
39
/
4
1
57
/
2
7
67
/
4
7
15
6
/
1
8
7
29
/
2
2
6/
3
7
72
3
/
8
8
1
93
/
1
0
4
58
/
1
4
86
/
2
3
99
5
/
8
1
6
43
/
2
9
39
1
/
2
6
3
11
3
/
6
6
88
/
4
2
17
/
4
11
/
2
6
10
3
/
1
7
1
24
/
8
13
3
/
7
2
0/
2
54
1
/
6
1
2
40
0
/
6
3
1
57
/
2
7
79
/
6
2
44
/
5
7
11
6
/
1
1
4
9/
1
4
23
/
9
0
26
/
1
0
37
/
2
2
13
0
4
/
8
8
9
65
/
6
3
12
3
9
/
7
6
8
76
5
/
6
7
2
16
/
9
79
/
6
0
80
6
/
7
1
3
34
/
1
0
9
61
6
/
1
0
9
2
36
/
8
82
/
1
3
1
60
1
/
1
0
6
1
95
/
1
3
5
93
6
/
7
6
3
89
1
/
8
2
4
10
4
/
2
4
72
/
7
5
1/
1
11
6
/
7
6
8/
0
79
/
2
9
12
3
1
/
9
6
8
73
/
1
2
3
13
/
2
5
7/
8
9
93
/
4
7
63
/
1
4
0
69
/
4
7
32
/
9
9
75
4
/
3
6
3
88
/
1
9
7
13
4
5
/
8
3
2
78
6
/
1
5
3
9
85
5
/
6
1
1
28
/
6
8
69
0
/
7
0
5
41
9
/
9
8
1
24
4
/
2
3
8
64
/
1
7
7
52
4
/
8
9
9
23
7
/
2
8
3
11
5
5
/
7
4
4
79
/
1
4
9
16
5
/
7
5
6/
9
27
/
1
0
0
48
0
/
2
7
7
48
8
/
9
2
5
14
3
/
3
5
69
/
4
7
15
1
/
9
4
49
1
/
4
6
1
57
/
5
7
87
/
6
2
13
6
/
1
2
9
2/
2
15
/
4
17
1
/
1
4
0
17
/
4
12
6
/
3
1
29
/
5
2
49
/
2
6
31
/
2
0
14
/
9
20
/
1
6
0/
3
32
0
/
6
5
2
14
2
/
2
5
6
27
3
/
5
5
1
10
0
/
2
7
1
12
7
/
7
2
65
/
1
1
8
88
/
6
9
42
0
/
4
7
9
41
/
4
7
10
8
/
1
1
2
51
7
/
3
4
4
99
/
3
3
2
24
0
/
2
4
3
95
/
7
7
92
3
/
4
7
6
66
/
5
9
13
7
/
1
0
2
33
6
/
3
4
4
24
0
/
4
7
4
25
3
/
2
4
4
10
5
/
7
4
17
2
/
1
5
5
50
/
9
3
29
1
/
4
1
2
35
6
/
4
3
7
35
/
1
3
15
1
/
5
4
67
5
/
1
1
7
7
75
9
/
1
2
4
1
48
/
8
6
17
0
/
4
1
8
54
9
/
9
3
7
11
/
1
9
74
6
/
1
3
6
7
25
/
0
8/
1
8/
7
13
7
/
1
5
2
11
2
1
/
9
2
9
10
8
2
/
7
8
2
8/
3
88
/
4
6
30
/
6
74
/
2
1
0
83
5
/
1
1
1
4
37
4
/
2
2
3
41
9
/
3
9
3
0/
2
9/
1
8
12
5
6
/
8
9
0
15
8
1
/
1
0
9
7
13
/
3
4/
0
89
/
8
9
13
7
/
2
1
3
28
8
/
3
9
1
91
/
8
0
51
3
/
3
5
3
45
/
9
8
11
6
5
/
1
4
8
3
39
3
/
4
7
7
0/
8
17
4
/
2
0
4
10
2
6
/
1
6
1
5
46
9
/
3
9
6
79
5
/
1
0
7
7
27
4
/
3
7
6
90
/
6
7
17
8
/
2
0
6
51
8
/
5
5
0
59
1
/
3
5
1
11
4
6
/
1
0
0
7
32
8
/
4
3
1
16
7
/
1
6
6
15
8
/
2
3
9
26
/
6
4
22
5
/
5
1
2
93
/
1
7
2
46
8
/
8
5
6
15
2
3
/
1
3
8
9
15
8
8
/
1
3
3
7
15
0
7
/
9
4
1
55
6
/
5
2
0
42
5
/
4
2
9
94
2
/
1
1
8
5
25
8
/
2
8
8
28
2
/
5
2
6
14
6
/
7
7
93
6
/
1
2
6
4
12
0
6
/
1
6
7
9
the trans ortation solutions com any..
Not Analyzed
Not Analyzed
P:\Lewis - Arboretum\Analysis\xFigure 9-30 Year (2032) Phase 4 With Project Peak Hour Traffic Volumes (4/17/2025)
138
The Resort Village
Traffic Impact Analysis
April 20, 2025
139
10.0 FUTURE YEAR (2050) CONDITIONS
This section discusses future year (2050) transportation conditions in the study area.
10.1 Future Year (2050) Roadway Conditions
Future (2050) roadway conditions are assumed to be the same as those under year (2032) conditions.
10.2 Future Year (2050) Transit Service
Transit service under future year (2050) conditions is anticipated to remain the same as under year (2032) conditions.
10.3 Future Year (2050) Pedestrian & Bicycle Facilities
Pedestrian and bicycle facilities under future year (2050) conditions are anticipated to remain the same as under year
(2032) conditions.
10.4 Future Year (2050) Without Project Levels of Service
An intersection level of service analysis was conducted for future year (2050) without project conditions to determine
circulation system performance. Future year (2050) without project traffic volumes at study intersections are shown in
Figure 10.1. Detailed volume development worksheets are included in Appendix B. Future year (2050) without project
levels of service for the study area intersections are summarized in Table 10.A. Level of service calculation worksheets
are contained in Appendix C. As shown in Table 10.A, all study area intersections are forecast to operate at satisfactory
levels of service with the exception of the following:
Coyote Canyon Road and Duncan Canyon Road (a.m. and p.m. peak hours).
John Previti Avenue and Duncan Canyon Road (a.m. peak hour).
Citrus Avenue and Duncan Canyon Road (a.m. and p.m. peak hours).
Citrus Avenue and Casa Grande Drive (a.m. and p.m. peak hours).
Citrus Avenue and Summit Avenue (a.m. and p.m. peak hours).
Citrus Avenue and Sierra Lakes Parkway (p.m. peak hour).
Citrus Avenue and Highland Avenue (a.m. and p.m. peak hours).
Casa Grande Drive and Oak Grove Avenue (a.m. and p.m. peak hours).
Arboretum Avenue and Duncan Canyon Road (a.m. and p.m. peak hours).
Cypress Avenue and Duncan Canyon Road (p.m. peak hour).
Cypress Avenue and Casa Grande Drive (a.m. and p.m. peak hours).
Cassava Drive and Duncan Canyon Road (p.m. peak hour).
Montelena Road and Casa Grande Drive (a.m. and p.m. peak hours).
Sierra Avenue and I-15 Southbound Ramps (a.m. peak hour).
Sierra Avenue and I-15 Northbound Ramps (p.m. peak hour).
Sierra Avenue and Riverside Avenue (a.m. and p.m. peak hours).
Sierra Avenue and Grapeland Street-Segovia Avenue (a.m. and p.m. peak hours).
Sierra Avenue and Terra Vista Drive (a.m. and p.m. peak hours).
Sierra Avenue and Ducan Canyon Road (a.m. and p.m. peak hours).
Sierra Avenue and Casa Grande Drive (a.m. and p.m. peak hours).
Sierra Avenue and Summit Avenue (a.m. peak hour).
Sierra Avenue and Siera Lakes Parkway (p.m. peak hour).
Sierra Avenue and Highland Avenue (a.m. and p.m. peak hours).
139
[594/266 [282/160 [40/32 [31/24 [1118/339680/309 697/518 996/888 [125/130 1581/806 575/327 162/111Z Q T 101/100 Z Q T 285/265 Z Q T 914/373 1736/918 Z Q T 60/67 Z Q T 207/231 Z Q T 273/382
98/126 S R Y 15/46 S R Y 445/975 64/173 S R Y 254/182 S R Y 71/49 S R Y 117/42 S R Y
215/401 477/594 492/169 \569/1038 512/1366 257/582 33/152
32/138 \22/19 \141/141 \325/820 \38/24 \
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
[132/197 [90/227 [396/457 [317/567 [14/21081/554 116/240 10/4 339/351 [90/24 432/315Z Q T 133/117 Z Q T 357/470 Z T 505/380 Q Z Q T 137/160 Z Q 1364/737 Z Q T 2/2
112/209 S R Y 29/105 S R Y R 332/439 S Y 274/223 S R Y 42/181 S 170/32 S R Y
348/509 95/279 3/2 564/529 334/1580 310/583
221/210 \240/253 \460/371 \164/54 \55/102 \
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramp 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande 14 Arboretum Ave & Duncan Canyon Rd
[71/58 [34/16347/257 26/73228/173 Q T 24/231 Z Q T 73/20
0/263 R 257/534 R Y 3/12 S R Y
21/104 \67/62 \39/109
125/45 \
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
[9/18 [49/76853/516 326/487 579/347Z Q T 1/9 442/546 228/173 T 63/287 Z Q T 105/98
44/300 S R Y 321/787 0/263 234/719 R Y 24/156 S R Y
304/931 87/68 \257/268
64/421 \36/532 \
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
[139/896/9 [898/1386 [72/17389/774 Z T 1297/813 Q Q T 223/146 Z Q T 51/7
390/1130 R 328/511 S Y Y 26/160 S R Y
3/3 29/81 \
496/623 \
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
[7/1 [112/401 [0/5[246/808 37/14 375/228 0/3 Q T 571/528 Z Q T 27/8 Z [0/5 Z Q T 364/553 Z Z Q T 1/18 Y 177/653 S R Y 155/95 \ Y 12/26 S R Y 139/170 S R 9/18 S R Y
23/41 150/124 389/253 \183/124 \
190/436 \168/162 \
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
[255/409 [373/521129/246 [394/693 340/296Z Q T 212/255 Z T 507/416 Z Z Q T 31/93
90/230 S R Y Y 457/350 S Y 576/590 S R Y
124/265 541/521 \304/445
379/746 \209/126 \
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramp 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 10.1
XXXX / YYYY AM / PM Peak Hour Volume (In PCEs) The Resort Village
Future Year (2050) Without Project Peak Hour Traffic Volumes
17
0
3
/
1
5
1
6
17
4
7
/
1
4
5
7
16
8
7
/
1
1
2
1
57
6
/
6
0
5
46
3
/
4
7
4
12
2
5
/
1
6
5
7
26
7
/
3
1
5
29
2
/
5
3
0
18
8
/
1
3
8
96
9
/
1
4
2
4
13
3
9
/
1
9
5
2
68
6
/
4
3
0
12
5
9
/
1
1
0
1
34
3
/
4
4
6
94
/
1
5
4
47
4
/
6
1
9
30
8
/
4
7
9
32
9
/
9
8
0
0/
8
18
0
/
2
1
1
13
9
0
/
2
0
7
6
51
7
/
4
6
0
83
9
/
1
3
0
3
28
4
/
3
9
5
17
2
/
2
5
0
57
9
/
5
8
2
46
/
1
3
2
13
8
9
/
1
8
0
9
40
6
/
4
9
4
92
4
/
5
6
4
14
/
7
15
6
/
5
8
0
88
8
/
1
3
4
6
45
1
/
2
4
1
53
0
/
4
2
9
0/
8
6/
1
6
14
0
0
/
1
1
5
0
17
7
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8
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/
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44
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/
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56
/
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26
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/
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50
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/
8
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/
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13
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/
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/
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62
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1
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82
/
0
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1
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/
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5
/
2
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3
14
2
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/
9
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6
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/
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/
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91
/
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29
6
/
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5
4
26
1
/
2
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10
8
/
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31
9
/
3
0
0
69
/
1
4
4
24
8
/
2
5
7
15
0
/
1
1
1
12
9
9
/
5
5
7
83
/
7
2
14
2
/
1
6
0
41
8
/
4
9
2
13
6
/
8
1
96
/
5
8
45
/
2
9
65
/
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3
0/
3
33
8
/
6
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1
17
4
/
3
4
3
50
2
/
1
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3
9
97
/
6
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1
17
6
/
7
5
74
/
1
7
91
/
8
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75
8
/
1
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3
1
89
/
7
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4
/
1
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1
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/
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24
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9
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9
18
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2
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6
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5
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/
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/
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7
26
/
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73
/
6
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73
/
6
1
26
/
1
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5
65
2
/
6
3
3
18
4
/
1
8
4
40
6
/
17
4
6/
9
64
8
/
3
8
7
62
3
/
1
1
6
0
47
/
8
6
94
3
/
1
0
3
6
40
2
/
1
4
5
4
14
0
/
2
4
2
3/
0
44
7
/
1
1
0
4
24
0
/
2
7
0
91
0
/
5
4
2
11
5
3
/
8
1
2
63
7
/
1
4
5
9
58
2
/
2
8
4
41
/
1
4
5
2/
3
84
/
4
3
18
7
4
/
1
3
1
9
76
/
1
2
7
14
/
5
1
11
6
/
5
9
15
6
/
4
1
1
78
0
/
3
8
2
10
1
1
/
7
4
5
61
/
3
5
96
8
/
5
5
0
90
8
/
7
8
0
26
/
1
7
20
0
/
1
5
3
14
6
2
/
1
1
6
1
24
/
1
0
8
49
0
/
1
1
6
9
42
/
1
0
55
5
/
1
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8
7
10
5
7
/
9
0
3
97
7
/
8
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5
10
7
/
2
5
10
2
/
8
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6/
1
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0/
7
32
4
/
1
9
7
0/
8
62
2
/
8
9
4
41
4
/
6
5
2
10
2
/
8
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58
/
5
7
31
/
1
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5
10
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1
8
2
24
/
4
0
27
/
2
4
6
17
8
/
2
0
0
58
/
7
0
5/
9
8
76
6
/
9
7
3
10
7
/
1
4
4
23
/
1
0
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3/
7
12
0
1
/
8
3
3
78
/
7
1
50
2
/
3
2
8
11
7
/
8
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0
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9
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/
1
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4
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/
1
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4
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1
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/
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47
/
2
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1/
2
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49
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6
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7
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62
/
4
5
the trans ortation solutions com any..
Project Access
Location
Project Access
Location
Project Access
Location
Project Access
Location
Project Access
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Project Access
Location
Project Access
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Project Access
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Project Access
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Project Access
Location
P:\Lewis - Arboretum\Analysis\xFigure 10-1 Future Year (2050) Without Project Peak Hour Traffic Volumes (4/18/2025)
140
LOS AM Peak Hour PM Peak Hour
Intersection Standard Jurisdiction Control Delay LOS Delay LOS Delay LOS Delay LOS
1: Beech Ave & Summit Ave C Fontana Signal 32.0 C 32.8 C 32.0 C 32.9 C 0.0 0.1
2: Coyote Canyon Rd & Duncan Canyon Rd C Fontana WSC >100 F * 85.3 F * >100 F * >100 F * 33.7 38.0
3: I-15 SB Ramps & Duncan Canyon Rd D Caltrans Signal 26.4 C 14.4 B 26.9 C 15.0 B - -
4: I-15 NB Ramps & Duncan Canyon Rd D Caltrans Signal 44.9 D 26.6 C 48.3 D 27.0 C - -
5: Duncan Canyon Rd & John Previti Ave C Fontana TWSC 34.6 D * 15.3 C 61.8 F * 18.3 C 27.2 3.0
6: Citrus Ave & Duncan Canyon Rd C Fontana WSC >100 F * >100 F * >100 F * >100 F * 81.4 166.2
7: Citrus Ave & Casa Grande D C Fontana Signal >100 F * >100 F * >100 F * >100 F * -3.2 11.1
8: Citrus Ave & Summit Ave C Fontana Signal 42.6 D * 56.3 E * 44.6 D * 63.9 E * 2.0 7.6
9: Citrus Ave & Sierra Lakes Pkwy C Fontana Signal 31.8 C 44.9 D * 31.9 C 44.8 D * 0.1 -0.1
10: Citrus Ave & SR-210 WB Ramps D Caltrans Signal 26.2 C 25.1 C 26.2 C 25.1 C - -
11: Citrus Ave & SR-210 EB Ramps D Caltrans Signal 27.0 C 21.4 C 27.1 C 21.6 C - -
12: Citrus Ave & Highland Ave C Fontana Signal 44.2 D * 52.0 D * 44.4 D * 52.1 D * 0.2 0.1
13: Casa Grande Dr & Oak Grove Ave C Fontana TWSC >100 F * >100 F * >100 F * >100 F * 79.0 108.9
14: Arboretum Ave & Duncan Canyon Rd C Fontana WSC 59.6 F * 72.9 F * >100 F * >100 F * 181.0 174.8
15: Cypress Ave & Grapeland St C Fontana Roundabout 4.1 4.6 4.1 4.7 0.0 0.1
16: Cypress Ave & Arboretum Ave C Fontana TWSC 0.1 0.1 8.5 8.9 8.4 8.8
17: Cypress Ave & Terra Vista D C Fontana TWSC 9.3 9.0 - -
18: Cypress Ave & ES N. Dwy C Fontana TWSC 10.1 B 9.9 - -
19: Cypress Ave & ES S. Dwy C Fontana TWSC 10.0 9.1 - -
20: Cypress Ave & Duncan Canyon Rd C Fontana WSC 13.7 B 65.0 F * >100 F * >100 F * 94.3 184.3
21: Cypress Ave & Gardens Ave C Fontana WSC 9.4 13.2 B 10.1 B 13.5 B 0.7 0.3
22: Cypress Ave & Casa Grande D C Fontana WSC >100 F * >100 F * >100 F * >100 F * 18.3 24.1
23: Duncan Canyon Rd & ES Dwy 3 C Fontana TWSC 10.5 B 9.5 - -
24: Cassava Dr & Grapeland St C Fontana TWSC 9.1 10.6 B --
25: Cassava Dr & Terra Vista D C Fontana Roundabout 4.8 5.3 - -
26: Cassava Dr & Duncan Canyon Rd C Fontana TWSC 20.8 C >100 F * >100 F * >100 F * 373.1 12608.4
27: Montelena Rd & Casa Grande D C Fontana TWSC >100 F * >100 F * >100 F * >100 F * 178.3 389.2
28: Terra Vista Dr & C-1 Retail Dwy 2 C Fontana TWSC 10.8 B 12.0 B - -
29: Terra Vista Dr & C-1 Retail Dwy 3 C Fontana TWSC 8.7 9.8 - -
30: Duncan Canyon Rd & C-2 Retail Dwy 1 C Fontana TWSC - -
31: Sierra Ave & I-15 SB Ramps D Caltrans Signal >100 F * 23.7 C >100 F * 27.3 C - -
32: Sierra Ave & I-15 NB Ramps D Caltrans Signal 18.1 B >100 F * 18.2 B >100 F * - -
33: Sierra Ave & Riverside Ave C Fontana WSC >100 F * >100 F * >100 F * >100 F * 32.4 137.2
34: Sierra Ave & Grapeland St-Segovia Ave C Fontana TWSC >100 F * >100 F * >100 F * >100 F * 3300.3 8461.0
35: Sierra Ave & C-1 Retail Dwy 1 C Fontana TWSC >100 F * >100 F * - -
36: Sierra Ave & Terra Vista D C Fontana Signal 37.5 D * >100 F * 86.6 F * >100 F * 49.1 27.4
37: Sierra Ave & C-2 Retail Dwy 2 C Fontana TWSC - -
38: Sierra Ave & Duncan Canyon Rd C Fontana Signal 50.2 D * >100 F * >100 F * >100 F * 75.7 107.0
39: Sierra Ave & Fieldcress D C Fontana TWSC 10.9 B 10.1 B 11.7 B 10.4 B 0.8 0.3
40: Sierra Ave & Casa Grande D C Fontana Signal 36.4 D * 98.7 F * 38.8 D * 91.1 F * 2.4 -7.6
41: Sierra Ave & Summit Ave C Fontana Signal 54.5 D * 31.8 C 55.8 E * 32.6 C 1.3 0.8
42: Sierra Ave & Clubhouse D C Fontana Signal 27.8 C 18.2 B 27.9 C 20.6 C 0.1 2.4
43: Sierra Ave & Sierra Lakes Pkwy C Fontana Signal 34.0 C 89.5 F * 35.5 D * 91.0 F * 1.5 1.5
44: Sierra Ave & SR-210 WB Ramps D Caltrans Signal 14.1 B 26.8 C 13.7 B 27.2 C --
45: Sierra Ave & SR-210 EB Ramps D Caltrans Signal 13.9 B 12.4 B 13.5 B 9.7 - -
46: Sierra Ave & Highland Ave C Fontana Signal 60.8 E * 87.9 F * 64.3 E * 87.9 F * 3.5 0.0
*Exceeds LOS Standard
TWSC = Two-Way Stop Control; For TWSC intersections, reported delay is for worst-case approach/movement.
LOS = Level of Service
Future Intersection
Future Intersection
Future Intersection
Future Intersection
Not Analyzed
Not Analyzed
Table 10.A: Future Year (2050) Levels of Service
Without Project With Project Change In Delay
Future Intersection
Future Intersection
AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour
Future Intersection
Future Intersection
Future Intersection
P:\Lewis - Arboretum\Analysis\LOS\Future Year (2050)
141
The Resort Village
Traffic Impact Analysis
April 20, 2025
142
10.5 Future Year (2050) With Project Levels of Service
An intersection level of service analysis was conducted for future year (2050) with project conditions to determine
circulation system performance. Future Year (2050) with project geometrics and stop controls at study intersections are
shown in Figure 10.2. Future year (2050) with project traffic volumes at study intersections are shown in Figure 10.3.
Detailed volume development worksheets are included in Appendix B. Future year (2050) with project levels of service
for the study area intersections are summarized in Table E. Level of service calculation worksheets are contained in
Appendix D. As shown in Table 10.A, all study area intersections are forecast to operate at satisfactory levels of service
with the exception of the following:
Coyote Canyon Road and Duncan Canyon Road (a.m. and p.m. peak hours).
John Previti Avenue and Duncan Canyon Road (a.m. peak hour).
Citrus Avenue and Duncan Canyon Road (a.m. and p.m. peak hours).
Citrus Avenue and Casa Grande Drive (a.m. and p.m. peak hours).
Citrus Avenue and Summit Avenue (a.m. and p.m. peak hours).
Citrus Avenue and Sierra Lakes Parkway (p.m. peak hour).
Citrus Avenue and Highland Avenue (a.m. and p.m. peak hours).
Casa Grande Drive and Oak Grove Avenue (a.m. and p.m. peak hours).
Arboretum Avenue and Duncan Canyon Road (a.m. and p.m. peak hours).
Cypress Avenue and Duncan Canyon Road (a.m. and p.m. peak hours).
Cypress Avenue and Casa Grande Drive (a.m. and p.m. peak hours).
Cassava Drive and Duncan Canyon Road (a.m. and p.m. peak hours).
Montelena Road and Casa Grande Drive (a.m. and p.m. peak hours).
Sierra Avenue and I-15 Southbound Ramps (a.m. peak hour).
Sierra Avenue and I-15 Northbound Ramps (p.m. peak hour).
Sierra Avenue and Riverside Avenue (a.m. and p.m. peak hours).
Sierra Avenue and Grapeland Street-Segovia Avenue (a.m. and p.m. peak hours).
Sierra Avenue and C-1 Retail Driveway 1 (a.m. and p.m. peak hours).
Sierra Avenue and Terra Vista Drive (a.m. and p.m. peak hours).
Sierra Avenue and Ducan Canyon Road (a.m. and p.m. peak hours).
Sierra Avenue and Casa Grande Drive (a.m. and p.m. peak hours).
Sierra Avenue and Summit Avenue (a.m. peak hour).
Sierra Avenue and Siera Lakes Parkway (a.m. and p.m. peak hours).
Sierra Avenue and Highland Avenue (a.m. and p.m. peak hours).
142
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramps 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande Dr 14 Arboretum Ave & Duncan Canyon Rd
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramps 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 10.2
Legend
Signal Free-Right The Resort Village
Stop Sign Roundabout Future Year (2050) With Project Intersection Geometrics and Stop Control
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the trans ortation solutions com any...
F
Not Analyzed
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P:\Lewis - Arboretum\Analysis\xFigure 10-2 Future Year (2050) With Project Intersection Geometrics and Stop Control 4/19/2025 143
[595/267 [311/166 [40/32 [31/24 [1118/339697/324 733/566 1061/942 [125/130 1804/971 805/499 162/111Z Q T 101/100 Z Q T 285/265 Z Q T 1072/485 1959/1083 Z Q T 60/67 Z Q T 259/272 Z Q T 307/416
98/126 S R Y 15/46 S R Y 520/1040 64/173 S R Y 254/182 S R Y 71/49 S R Y 117/42 S R Y
226/420 523/653 492/169 \644/1103 679/1589 429/813 33/152
32/138 \22/19 \141/141 \325/820 \38/24 \
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
[132/197 [90/227 [396/457 [317/567 [47/91081/554 116/240 10/4 339/351 [95/25 714/529Z Q T 133/117 Z Q T 357/470 Z T 505/380 Q Z Q T 139/163 Z Q 1398/771 Z Q T 26/7
144/266 S R Y 31/107 S R Y R 337/446 S Y 278/229 S R Y 42/181 S 170/32 S R Y
348/509 95/279 3/2 564/529 364/1626 515/872
221/210 \240/253 \460/371 \164/54 \55/102 \
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramp 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande 14 Arboretum Ave & Duncan Canyon Rd
[75/58 [58/21[0/1 600/461 26/73228/173 [31/17 Q T 17/5 [221/54 Z Q T 26/234 Z Q T 73/20
0/263 R Y 17/4 \ Y R Y 25/52 S R Y 5/13 S R Y
21/104 \477/779 39/109
67/62 \125/45 \
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
[40/25 [22/80 [30/163 [49/76887/550 [136/26 228/173 22/80 414/588 613/381Z Q T 1/9 701/753 T 62/177 Z Q T 22/80 Z Q T 63/287 Z Q T 105/98 Q 68/240
44/300 S R Y 119/22 S 31/284 Y 47/26 S R Y 44/107 S R Y 55/163 S R Y 29/41 S
334/977 458/1022 26/6 \69/47 327/847 287/314 177/100
64/421 \159/74 \87/68 \36/532 \
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
[139/89[58/86 [130/248 6/9 [898/1386 [72/17Z 61/151 Z 479/938 Z T 1358/906 Q Q T 331/317 Z Q T 51/7 Z
216/141 565/1337 R 328/511 S Y Y 106/207 S R Y 69/110 S R
3/3 131/149 \103/153 \
526/681 \
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
[7/1 [119/412 [0/5[246/808 37/14 375/228 0/3Z Q T 571/528 Z Z Q T 27/8 Z [0/5 Z Q T 364/553 Z Z Q T 1/18
89/57 S R Y 111/372 \ 294/829 S R Y 155/95 \ Y 42/72 S R Y 139/170 S R 12/21 S R Y
127/84 \23/41 150/124 389/253 \183/124 \
249/469 \168/162 \
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
[268/438 [378/521129/246 [396/695 340/296Z Q T 212/255 Z T 507/416 Z Z Q T 31/93
117/293 S R Y Y 464/361 S Y 591/590 S R Y
124/265 541/521 \304/445
379/746 \209/126 \
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramp 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 10.3
XXXX / YYYY AM / PM Peak Hour Volume (In PCEs) The Resort Village
Future Year (2050) With Project Peak Hour Traffic Volumes
47
/
2
7
16
/
4
0
10
7
/
1
0
8
28
3
/
1
2
7
82
/
7
9
1/
2
0
52
/
6
8
19
4
/
7
1
64
/
4
8
39
/
4
1
15
9
/
1
1
0
57
/
2
7
10
1
/
6
2
18
1
/
2
0
5
58
/
7
0
7/
9
9
77
2
/
9
8
2
11
0
/
1
4
8
23
/
1
0
8
60
/
1
9
12
1
0
/
8
3
9
83
/
7
2
50
2
/
3
2
8
11
7
/
8
4
19
0
/
9
5
38
/
1
0
8
32
/
1
3
0
1
2
5
/
1
8
9
24
/
1
2
32
4
/
1
9
7
0/
8
63
7
/
9
1
5
41
4
/
6
5
2
10
2
/
8
3
91
/
6
7
55
/
1
5
0
14
1
/
1
9
4
24
/
4
0
27
/
2
4
6
12
8
/
9
3
37
/
2
3
13
5
4
/
1
0
2
3
95
/
6
9
12
7
1
/
7
8
6
9
9
8
/
9
3
1
26
/
1
7
20
0
/
1
5
3
14
6
2
/
1
1
6
1
58
/
2
1
7
67
7
/
1
3
5
9
42
/
1
0
82
/
1
3
1
69
1
/
1
4
3
8
95
/
1
3
5
12
3
4
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the trans ortation solutions com any..
Not Analyzed
Not Analyzed
P:\Lewis - Arboretum\Analysis\xFigure 10-3 Future Year (2050) With Project Peak Hour Traffic Volumes (4/18/2025)
144
The Resort Village
Traffic Impact Analysis
April 20, 2025
145
11.0 CIRCULATION IMPROVEMENTS
Consistent with the City’s guidelines, circulation improvements have been recommended for every analysis location
where the LOS standard is not met. In addition, only feasible circulation improvements have been recommended. These
improvements can include conversion of stop control, signalization, changes to signal phasing, and/or addition of lanes
as appropriate.
11.1 Opening Year (2026) With Project Circulation Improvements
Under opening year (2026) with project conditions, the following circulation improvements are recommended:
John Previti Avenue and Duncan Canyon Road: Install a traffic signal. This improvement is included in the
Ventana Specific Plan Amendment Traffic Study (April 2022).
Citrus Ave and Summit Avenue: Add a northbound left-turn lane. The project’s fair share of this improvement is
shown in Table 11.A.
Citrus Avenue and Sierra Lakes Parkway: Add overlap phasing to the northbound right-turn lane. The project’s
fair share of this improvement is shown in Table 11.A.
Citrus Avenue and Highland Avenue: Add overlap phasing to the westbound right-turn lane. The project’s fair
share of this improvement is shown in Table 11.A.
Cypress Avenue and Duncan Canyon Road: Install a traffic signal. The project’s fair share of this improvement
is shown in Table 11.A.
Sierra Avenue and Riverside Avenue: Install a traffic signal. Add overlap phasing to the westbound right-turn
lanes. The traffic signal is included in the CIP. The project’s fair share of these improvements is included in
Table 11.A.
Sierra Avenue and Grapeland Street-Segovia Avenue: Add a southbound through lane. The project’s fair share
of these improvements is shown in Table 11.A.
Sierra Avenue and C-1 Retail Driveway 1: Install a traffic signal.
Sierra Avenue and Terra Vista Drive: Add a southbound through lane. The City is purchasing right of way from
Southern California Edison to obtain the land needed to widen Sierra Avenue to the ultimate width of six lanes
from Summit Avenue to I-15. The project’s fair share of these improvements is shown in Table 11.A.
Sierra Avenue and Duncan Canyon Road: Add a southbound through lane and a northbound through lane. The
City is purchasing right of way from Southern California Edison to obtain the land needed to widen Sierra Avenue
to the ultimate width of six lanes from Summit Avenue to I-15. The project’s fair share of these improvements is
shown in Table 11.A.
Sierra Avenue and Summit Avenue: Add overlap phasing to the eastbound right-turn lane. The Project’s fair
share of this improvement is shown in Table 11.A.
Sierra Avenue and Sierra Lakes Parkway: Add overlap phasing to the eastbound right-turn lane and add overlap
phasing to the westbound right-turn lane. The Project’s fair share of these improvements is shown in Table
11.A.
Sierra Avenue and Highland Avenue: Add overlap phasing to the westbound right-turn lane. The project’s fair
share of these improvements is shown in Table 11.A.
The resulting levels of service for opening year (2026) with project with improvement conditions are included in Table
11.B. Figure 11.1 illustrates the recommended improvements.
11.2 Year (2028) With Project Circulation Improvements
Under year (2028) with project conditions, the following circulation improvements are recommended:
John Previti Avenue and Duncan Canyon Road: Install a traffic signal. This improvement is included in the
Ventana Specific Plan Amendment Traffic Study (April, 2022).
145
the trans ortation solutions com any...
Total Project Project Total Project Project
Intersection Exist 2050 P Growth Trips % Exist 2050 P Growth Trips %
1 . Beech Ave & Summit Ave 2,256 3,234 978 29 2.97% 2,117 3,442 1,325 37 2.79% 2.97%
7 . Citrus Ave & Casa Grande Dr 1,047 3,728 2,681 118 4.40% 880 5,124 4,244 139 3.28% 4.40%
8 . Citrus Ave & Summit Ave 1,955 4,206 2,251 115 5.11% 1,857 4,562 2,705 140 5.18% 5.18%
9 . Citrus Ave & Sierra Lakes Pkwy 2,865 3,751 886 34 3.84% 3,349 4,237 888 41 4.62% 4.62%
12 . Citrus Ave & Highland Ave 3,490 4,692 1,202 27 2.25% 3,236 4,479 1,243 33 2.65% 2.65%
13 . Oak Grove Ave & Casa Grande Dr 405 2,172 1,767 74 4.19% 249 2,770 2,521 82 3.25% 4.19%
14 . Arboretum Ave & Duncan Canyon Rd 516 1,963 1,447 585 40.44% 510 1,857 1,347 524 38.90% 40.44%
20 . Cypress Ave & Duncan Canyon Rd 449 1,619 1,170 683 58.39% 471 2,018 1,547 551 35.61% 58.39%
22 . Cypress Ave & Casa Grande Dr 413 2,130 1,717 131 7.63% 315 2,675 2,360 102 4.32% 7.63%
26 . Cassava Dr & Duncan Canyon Rd 416 1,626 1,210 644 53.22% 420 2,740 2,320 710 30.60% 53.22%
27 . Montelena Rd & Casa Grande Dr 224 1,548 1,324 126 9.51% 162 1,882 1,720 94 5.47% 9.51%
31 . Sierra Ave & I-15 SB Ramps 2,548 4,262 1,714 117 6.83% 2,234 3,606 1,372 133 9.69% 9.69%
32 . Sierra Ave & I-15 NB Ramps 2,231 4,345 2,114 223 10.55% 2,705 5,334 2,629 261 9.93% 10.55%
33 . Sierra Ave & Riverside Ave 2,106 4,542 2,436 464 19.04% 2,165 5,378 3,213 559 17.40% 19.04%
34 . Sierra Ave & Grapeland St-Segovia Ave 1,214 2,465 1,251 601 48.03% 1,186 3,216 2,030 737 36.31% 48.03%
36 . Sierra Ave & Terra Vista Dr 1,618 3,245 1,627 734 45.13% 1,697 4,616 2,919 918 31.45% 45.13%
38 . Sierra Ave & Duncan Canyon Rd 1,655 2,994 1,339 803 59.96% 1,674 4,410 2,736 1,129 41.27% 59.96%
40 . Sierra Ave & Casa Grande Dr 1,508 4,157 2,649 566 21.36% 1,435 4,825 3,390 663 19.56% 21.36%
41 . Sierra Ave & Summit Ave 1,991 3,829 1,838 402 21.87% 1,927 4,240 2,313 454 19.63% 21.87%
43 . Sierra Ave & Sierra Lakes Pkwy 3,641 5,325 1,684 399 23.70% 4,314 6,626 2,312 449 19.42% 23.70%
45 . Sierra Ave & Highland Ave 3,966 5,369 1,403 243 17.32% 4,047 5,623 1,576 287 18.21% 18.21%
Table 11.A: Project's Fair Share Contribution
AM Peak Hour PM Peak Hour
Project
Fair Share
%
Total Volume Total Volume
P:\Lewis - Arboretum\Analysis\Fair Share\Fair Share 2050 (4/18/2025)
146
LOS
Intersection Standard Jurisdiction Control Delay LOS Delay LOS Control Delay LOS Delay LOS
5: Duncan Canyon Rd & John Previti Ave C Fontana TWSC 38.3 E * 21.1 C Signal 8.2 8.2
8: Citrus Ave & Summit Ave C Fontana Signal 29.1 C 44.2 D * Signal 23.0 C 30.3 C
9: Citrus Ave & Sierra Lakes Pkwy C Fontana Signal 29.7 C 41.6 D * Signal 28.3 C 33.7 C
12: Citrus Ave & Highland Ave C Fontana Signal 30.9 C 46.2 D * Signal 28.7 C 34.4 C
20: Cypress Ave & Duncan Canyon Rd C Fontana WSC 30.7 D * 11.3 B Signal 15.2 B 10.9 B
33: Sierra Ave & Riverside Ave C Fontana WSC >100 F * >100 F * Signal 21.2 C 21.5 C
34: Sierra Ave & Grapeland St-Segovia Ave C Fontana TWSC 39.8 E * 23.9 C TWSC 21.9 C 18.9 C
35: Sierra Ave & C-1 Retail Dwy 1 C Fontana TWSC 47.4 E * 73.6 F * Signal 17.5 B 17.0 B
36: Sierra Ave & Terra Vista D C Fontana Signal 39.8 D * 24.4 C Signal 26.8 C 20.3 C
38: Sierra Ave & Duncan Canyon Rd C Fontana Signal 56.8 E * 15.8 B Signal 17.6 B 12.8 B
41: Sierra Ave & Summit Ave C Fontana Signal 44.7 D * 29.9 C Signal 24.1 C 22.5 C
43: Sierra Ave & Sierra Lakes Pkwy C Fontana Signal 31.3 C 72.4 E * Signal 28.4 C 23.2 C
46: Sierra Ave & Highland Ave C Fontana Signal 36.0 D * 75.7 E * Signal 33.0 C 30.8 C
*Exceeds LOS Standard
TWSC = Two-Way Stop Control; For TWSC intersections, reported delay is for worst-case approach/movement.
LOS = Level of Service
Table 11.B: Opening Year (2026) Phase 1 With Project With Improvements Levels of Service
With Project With Project With Improvements
AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour
P:\Lewis - Arboretum\Analysis\LOS\Opening Year (2026) MIT
147
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramps 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande Dr 14 Arboretum Ave & Duncan Canyon Rd
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramps 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 11.1
Legend
Signal Right-turn Overlap Free-Right The Resort Village
Stop Sign a Improvements Opening Year (2026) Phase 1 With Project With Improvements Intersection Geometrics and Stop Control
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the trans ortation solutions com any...
F
Future
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Not Analyzed
Not Analyzed
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P:\Lewis - Arboretum\Analysis\xFigure 11-1 Opening Year (2026) Phase 1 With Project With Improvements Intersection Geometrics and Stop Control 4/18/2025 148
The Resort Village
Traffic Impact Analysis
April 20, 2025
149
Citrus Avenue and Duncan Canyon Road: Install a traffic signal. This improvement is included in the Ventana
Specific Plan Amendment Traffic Study (April 2022).
Citrus Ave and Summit Avenue: Add a northbound left-turn lane. The project’s fair share of this improvement is
shown in Table 11.A.
Citrus Avenue and Sierra Lakes Parkway: Add overlap phasing to the northbound right-turn lane. The project’s
fair share of this improvement is shown in Table 11.A.
Citrus Avenue and Highland Avenue: Add overlap phasing to the westbound right-turn lane. The project’s fair
share of this improvement is shown in Table 11.A.
Arboretum Avenue and Duncan Canyon Road: Install a traffic signal. The project’s fair share of this improvement
is shown in Table 11.A.
Cypress Avenue and Duncan Canyon Road: Install a traffic signal. The project’s fair share of this improvement
is shown in Table 11.A.
Sierra Avenue and Riverside Avenue: Install a traffic signal. Add overlap phasing to the westbound right-turn
lane. The traffic signal is included in the CIP. The project’s fair share of these improvements is included in Table
11.A.
Sierra Avenue and Grapeland Street-Segovia Avenue: Add a traffic signal. The project’s fair share of this
improvement is shown in Table 11.A.
Sierra Avenue and C-1 Retail Driveway 1: Install a traffic signal.
Sierra Avenue and Terra Vista Drive: Add a southbound through lane. The City is purchasing right of way from
Southern California Edison to obtain the land needed to widen Sierra Avenue to the ultimate width of six lanes
from Summit Avenue to I-15. The project’s fair share of this improvement is shown in Table 11.A.
Sierra Avenue and Duncan Canyon Road: Add a southbound through lane and a northbound through lane. The
City is purchasing right of way from Southern California Edison to obtain the land needed to widen Sierra Avenue
to the ultimate width of six lanes from Summit Avenue to I-15. The project’s fair share of these improvements is
shown in Table 11.A.
Sierra Avenue and Summit Avenue: Add overlap phasing to the eastbound right-turn lane. The Project’s fair
share of this improvement is shown in Table 11.A.
Sierra Avenue and Sierra Lakes Parkway: Add overlap phasing to the eastbound right-turn lane and add overlap
phasing to the westbound right-turn lane. The Project’s fair share of these improvements is shown in Table
11.A.
Sierra Avenue and Highland Avenue: Add overlap phasing to the westbound right-turn lane. The project’s fair
share of this improvement is shown in Table 11.A.
The resulting levels of service for year (2028) with project with improvement conditions are included in Table 11.C. Figure
11.2 illustrates the recommended improvements.
11.3 Year (2030) With Project Circulation Improvements
Under year (2030) with project conditions, the following circulation improvements are recommended:
John Previti Avenue and Duncan Canyon Road: Install a traffic signal. This improvement is included in the
Ventana Specific Plan Amendment Traffic Study (April 2022).
Citrus Avenue and Duncan Canyon Road: Install a traffic signal. This improvement is included in the Ventana
Specific Plan Amendment Traffic Study (April 2022).
Citrus Ave and Summit Avenue: Add a northbound left-turn lane. The project’s fair share of this improvement is
shown in Table 11.A.
Citrus Avenue and Sierra Lakes Parkway: Add overlap phasing to the northbound right-turn lane. The project’s
fair share of this improvement is shown in Table 11.A.
149
LOS
Intersection Standard Jurisdiction Control Delay LOS Delay LOS Control Delay LOS Delay LOS
5: Duncan Canyon Rd & John Previti Ave C Fontana TWSC 66.7 F * 28.3 D * Signal 4.3 6.4
6: Citrus Ave & Duncan Canyon Rd C Fontana WSC 39.5 E * 38.8 E * Signal 28.3 C 23.8 C
8: Citrus Ave & Summit Ave C Fontana Signal 29.3 C 44.7 D * Signal 23.6 C 31.2 C
9: Citrus Ave & Sierra Lakes Pkwy C Fontana Signal 29.8 C 42.2 D * Signal 28.6 C 34.3 C
12: Citrus Ave & Highland Ave C Fontana Signal 31.4 C 46.0 D * Signal 29.1 C 34.2 C
14: Arboretum Ave & Duncan Canyon Rd C Fontana WSC 28.0 D * 14.6 B Signal 10.0 5.4
20: Cypress Ave & Duncan Canyon Rd C Fontana WSC 46.0 E * 14.7 B Signal 10.3 B 17.0 B
33: Sierra Ave & Riverside Ave C Fontana WSC >100 F * >100 F * Signal 24.2 C 26.7 C
34: Sierra Ave & Grapeland St-Segovia Ave C Fontana TWSC 74.0 F * 34.4 D * Signal 12.6 B 6.0
35: Sierra Ave & C-1 Retail Dwy 1 C Fontana TWSC 62.5 F * 81.1 F * Signal 11.7 B 8.0
36: Sierra Ave & Terra Vista D C Fontana Signal 44.2 D * 29.4 C Signal 29.4 C 28.5 C
38: Sierra Ave & Duncan Canyon Rd C Fontana Signal 68.9 E * 24.4 C Signal 18.5 B 15.6 B
41: Sierra Ave & Summit Ave C Fontana Signal 46.1 D * 30.4 C Signal 23.6 C 25.0 C
43: Sierra Ave & Sierra Lakes Pkwy C Fontana Signal 31.6 C 76.7 E * Signal 28.7 C 23.3 C
46: Sierra Ave & Highland Ave C Fontana Signal 37.5 D * 76.6 E * Signal 34.2 C 32.5 C
*Exceeds LOS Standard
TWSC = Two-Way Stop Control; For TWSC intersections, reported delay is for worst-case approach/movement.
LOS = Level of Service
AM Peak Hour PM Peak Hour
Table 11.C: Year (2028) Phase 2 With Project With Improvements Levels of Service
With Project With Project With Improvements
AM Peak Hour PM Peak Hour
P:\Lewis - Arboretum\Analysis\LOS\Year 2028 MIT
150
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramps 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande Dr 14 Arboretum Ave & Duncan Canyon Rd
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramps 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 11.2
Legend
Signal Right-turn Overlap Free-Right The Resort Village
Stop Sign Roundabout a Improvements Year (2028) Phase 2 With Project With Improvements Intersection Geometrics and Stop Control
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the trans ortation solutions com any...
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P:\Lewis - Arboretum\Analysis\xFigure 11-2 Year (2028) Phase 2 With Project With Improvements Intersection Geometrics and Stop Control 4/19/2025 151
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Traffic Impact Analysis
April 20, 2025
152
Citrus Avenue and Highland Avenue: Add overlap phasing to the westbound right-turn lane. The project’s fair
share of this improvement is shown in Table 11.A.
Arboretum Avenue and Duncan Canyon Road: Install a traffic signal. The project’s fair share of this improvement
is shown in Table 11.A.
Cassava Drive and Duncan Canyon Road: Install a traffic signal. The project’s fair share of this improvement is
shown in Table 11.A.
Sierra Avenue and I-15 Southbound Ramps. Add a free southbound right-turn lane. This improvement is
consistent with the future year geometrics included in the Arboretum at North Fontana Traffic Impact Analysis
(March 2008). The project’s fair share of this improvement is shown in Table 11.A.
Sierra Avenue and Riverside Avenue: Install a traffic signal. Add a northbound through lane. Add overlap
phasing to the westbound right-turn lane. The traffic signal is included in the CIP. The project’s fair share of
these improvements is included in Table 11.A.
Sierra Avenue and Grapeland Street-Segovia Avenue: Add a traffic signal. The project’s fair share of this
improvement is shown in Table 11.A.
Sierra Avenue and C-1 Retail Driveway 1: Install a traffic signal.
Sierra Avenue and Terra Vista Drive: Add a southbound through lane. The City is purchasing right of way from
Southern California Edison to obtain the land needed to widen Sierra Avenue to the ultimate width of six lanes
from Summit Avenue to I-15. The project’s fair share of this improvement is shown in Table 11.A.
Sierra Avenue and Duncan Canyon Road: Add a southbound through lane and a northbound through lane. The
City is purchasing right of way from Southern California Edison to obtain the land needed to widen Sierra Avenue
to the ultimate width of six lanes from Summit Avenue to I-15. The project’s fair share of these improvements is
shown in Table 11.A.
Sierra Avenue and Summit Avenue: Add overlap phasing to the eastbound right-turn lane. The Project’s fair
share of this improvement is shown in Table 11.A.
Sierra Avenue and Sierra Lakes Parkway: Add overlap phasing to the eastbound right-turn lane and add overlap
phasing to the westbound right-turn lane. The Project’s fair share of these improvements is shown in Table
11.A.
Sierra Avenue and Highland Avenue: Add overlap phasing to the westbound right-turn lane and add overlap
phasing to the southbound right-turn lane. The project’s fair share of these improvements is shown in Table
11.A.
The resulting levels of service for year (2030) with project with improvement conditions are included in Table 11.D. Figure
11.3 illustrates the recommended improvements.
11.4 Year (2032) With Project Circulation Improvements
Under year (2032) with project conditions, the following circulation improvements are recommended:
John Previti Avenue and Duncan Canyon Road: Install a traffic signal. This improvement is included in the
Ventana Specific Plan Amendment Traffic Study (April 2022).
Citrus Avenue and Duncan Canyon Road: Install a traffic signal. This improvement is included in the Ventana
Specific Plan Amendment Traffic Study (April 2022).
Citrus Ave and Summit Avenue: Add a northbound left-turn lane. The project’s fair share of this improvement is
shown in Table 11.A.
Citrus Avenue and Sierra Lakes Parkway: Add overlap phasing to the northbound right-turn lane. The project’s
fair share of this improvement is shown in Table 11.A.
Citrus Avenue and Highland Avenue: Add overlap phasing to the westbound right-turn lane. The project’s fair
share of this improvement is shown in Table 11.A.
152
LOS
Intersection Standard Jurisdiction Control Delay LOS Delay LOS Control Delay LOS Delay LOS
5: Duncan Canyon Rd & John Previti Ave C Fontana TWSC >100 F * 47.8 E * Signal 4.7 8.6
6: Citrus Ave & Duncan Canyon Rd C Fontana WSC 55.1 F * >100 F * Signal 28.3 C 26.5 C
8: Citrus Ave & Summit Ave C Fontana Signal 30.2 C 45.3 D * Signal 25.5 C 33.0 C
9: Citrus Ave & Sierra Lakes Pkwy C Fontana Signal 30.1 C 43.9 D * Signal 29.0 C 33.8 C
12: Citrus Ave & Highland Ave C Fontana Signal 32.0 C 46.4 D * Signal 27.9 C 34.5 C
14: Arboretum Ave & Duncan Canyon Rd C Fontana WSC 36.8 E * 40.1 E * Signal 19.8 B 8.1
20: Cypress Ave & Duncan Canyon Rd C Fontana WSC 23.0 C 36.7 E * Signal 10.3 B 7.4
26: Cassava Dr & Duncan Canyon Rd C Fontana TWSC 37.0 E * 75.2 F * Signal 22.6 C 12.4 B
31: Sierra Ave & I-15 SB Ramps D Caltrans Signal 61.6 E * 16.4 B Signal 30.5 C 16.8 B
33: Sierra Ave & Riverside Ave C Fontana WSC >100 F * >100 F * Signal 24.0 C 28.6 C
34: Sierra Ave & Grapeland St-Segovia Ave C Fontana TWSC >100 F * >100 F * Signal 16.9 B 9.7
35: Sierra Ave & C-1 Retail Dwy 1 C Fontana TWSC 88.6 F * >100 F * Signal 10.6 B 7.5
36: Sierra Ave & Terra Vista D C Fontana Signal 51.1 D * 38.8 D * Signal 30.0 C 28.0 C
38: Sierra Ave & Duncan Canyon Rd C Fontana Signal 93.7 F * 36.5 D * Signal 20.8 C 19.6 B
41: Sierra Ave & Summit Ave C Fontana Signal 49.4 D * 30.8 C Signal 22.3 C 24.1 C
43: Sierra Ave & Sierra Lakes Pkwy C Fontana Signal 32.4 C 81.2 F * Signal 24.5 C 31.4 C
46: Sierra Ave & Highland Ave C Fontana Signal 39.5 D * 77.3 E * Signal 23.7 C 31.7 C
*Exceeds LOS Standard
TWSC = Two-Way Stop Control; For TWSC intersections, reported delay is for worst-case approach/movement.
LOS = Level of Service
AM Peak Hour PM Peak Hour
Table 11.D: Year (2030) Phase 3 With Project With Improvements Levels of Service
With Project With Project With Improvements
AM Peak Hour PM Peak Hour
P:\Lewis - Arboretum\Analysis\LOS\Year 2030 MIT
153
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramps 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande Dr 14 Arboretum Ave & Duncan Canyon Rd
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramps 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 11.3
Legend
Signal Right-turn Overlap Free-Right The Resort Village
Stop Sign Roundabout a Improvements Year (2030) Phase 3 With Project With Improvements Intersection Geometrics and Stop Control
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the trans ortation solutions com any...
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P:\Lewis - Arboretum\Analysis\xFigure 11-3 Year (2030) Phase 3 With Project With Improvements Intersection Geometrics and Stop Control 4/19/2025 154
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April 20, 2025
155
Arboretum Avenue and Duncan Canyon Road: Install a traffic signal. The project’s fair share of this improvement
is shown in Table 11.A.
Cassava Drive and Duncan Canyon Road: Install a traffic signal. The project’s fair share of this improvement is
shown in Table 11.A.
Sierra Avenue and I-15 Southbound Ramps. Add a free southbound right-turn lane. This improvement is
consistent with the future year geometrics included in the Arboretum at North Fontana Traffic Impact Analysis
(March 2008). The project’s fair share of this improvement is shown in Table 11.A.
Sierra Avenue and Riverside Avenue: Install a traffic signal. Add a northbound through lane. Add overlap
phasing to the westbound right-turn lane. The traffic signal is included in the CIP. The project’s fair share of
these improvements is included in Table 11.A.
Sierra Avenue and Grapeland Street-Segovia Avenue: Add a traffic signal. The project’s fair share of this
improvement is shown in Table 11.A.
Sierra Avenue and C-1 Retail Driveway 1: Install a traffic signal.
Sierra Avenue and Terra Vista Drive: Add a southbound through lane. The City is purchasing right of way from
Southern California Edison to obtain the land needed to widen Sierra Avenue to the ultimate width of six lanes
from Summit Avenue to I-15. The project’s fair share of this improvement is shown in Table 11.A.
Sierra Avenue and Duncan Canyon Road: Add an eastbound left-turn lane, a northbound left-turn lane, a
southbound through lane, and a northbound through lane. The City is purchasing right of way from Southern
California Edison to obtain the land needed to widen Sierra Avenue to the ultimate width of six lanes from
Summit Avenue to I-15. The project’s fair share of these improvements is shown in Table 11.A.
Sierra Avenue and Summit Avenue: Add overlap phasing to the eastbound right-turn lane. The Project’s fair
share of this improvement is shown in Table 11.A.
Sierra Avenue and Sierra Lakes Parkway: Add overlap phasing to the eastbound right-turn lane and add overlap
phasing to the westbound right-turn lane. The Project’s fair share of these improvements is shown in Table
11.A.
Sierra Avenue and Highland Avenue: Add overlap phasing to the westbound right-turn lane and add overlap
phasing to the southbound right-turn lane. The project’s fair share of these improvements is shown in Table
11.A.
The resulting levels of service for year (2030) with project with improvement conditions are included in Table 11.E. Figure
11.4 illustrates the recommended improvements.
11.5 Future Year (2050) With Project Circulation Improvements
Under future year (2050) with project conditions, the following circulation improvements are recommended:
Coyote Canyon Road and Duncan Canyon Road: Install a traffic signal. This improvement is included in the
City’s Capital Improvement Program (CIP). The project’s fair share of this improvement is shown in Table 11.A.
John Previti Avenue and Duncan Canyon Road: Install a traffic signal. Add an eastbound through lane. These
improvements are included in the Ventana Specific Plan Amendment Traffic Study (April 2022).
Citrus Avenue and Duncan Canyon Road: Install a traffic signal. Add an eastbound through lane. These
improvements are included in the Ventana Specific Plan Amendment Traffic Study (April 2022).
Citrus Avenue and Casa Grande Drive: Add overlap phasing to the northbound right-turn lane, add a
southbound left-turn lane, add a westbound right-turn lane, and a westbound right-turn with overlap phasing.
The project’s fair share of these improvements is shown in Table 11.A.
Citrus Ave and Summit Avenue: Add a northbound left-turn lane, add a southbound left-turn lane, and add
overlap phasing to the southbound right-turn lane. The project’s fair share of these improvements is shown in
Table 11.A.
155
LOS
Intersection Standard Jurisdiction Control Delay LOS Delay LOS Control Delay LOS Delay LOS
5: Duncan Canyon Rd & John Previti Ave C Fontana TWSC >100 F * 87.7 F * Signal 9.0 14.5 B
6: Citrus Ave & Duncan Canyon Rd C Fontana WSC 88.3 F * >100 F * Signal 31.3 C 33.9 C
8: Citrus Ave & Summit Ave C Fontana Signal 31.2 C 46.2 D * Signal 26.3 C 32.5 C
9: Citrus Ave & Sierra Lakes Pkwy C Fontana Signal 30.2 C 44.0 D * Signal 29.1 C 33.7 C
12: Citrus Ave & Highland Ave C Fontana Signal 32.6 C 46.7 D * Signal 28.6 C 34.7 C
14: Arboretum Ave & Duncan Canyon Rd C Fontana WSC 63.5 F * 84.0 F * Signal 10.9 B 8.9
20: Cypress Ave & Duncan Canyon Rd C Fontana WSC 36.9 E * 72.5 F * Signal 10.1 B 8.9
26: Cassava Dr & Duncan Canyon Rd C Fontana TWSC 59.7 F * >100 F * Signal 15.4 B 25.8 C
31: Sierra Ave & I-15 SB Ramps D Caltrans Signal 74.9 E * 17.4 B Signal 31.4 C 17.6 B
33: Sierra Ave & Riverside Ave C Fontana WSC >100 F * >100 F * Signal 26.1 C 35.0 C
34: Sierra Ave & Grapeland St-Segovia Ave C Fontana TWSC >100 F * >100 F * Signal 18.3 B 14.3 B
35: Sierra Ave & C-1 Retail Dwy 1 C Fontana TWSC >100 F * >100 F * Signal 10.5 B 12.2 B
36: Sierra Ave & Terra Vista D C Fontana Signal 63.0 E * 41.5 D * Signal 31.9 C 30.6 C
38: Sierra Ave & Duncan Canyon Rd C Fontana Signal >100 F * >100 F * Signal 23.5 C 32.6 C
41: Sierra Ave & Summit Ave C Fontana Signal 51.7 D * 31.0 C Signal 21.8 C 24.3 C
43: Sierra Ave & Sierra Lakes Pkwy C Fontana Signal 32.7 C 83.1 F * Signal 24.8 C 31.7 C
46: Sierra Ave & Highland Ave C Fontana Signal 41.6 D * 78.7 E * Signal 24.2 C 32.5 C
*Exceeds LOS Standard
TWSC = Two-Way Stop Control; For TWSC intersections, reported delay is for worst-case approach/movement.
LOS = Level of Service
Table 11.E: Year (2032) Phase 4 With Project With Improvements Levels of Service
With Project With Project With Improvements
AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour
P:\Lewis - Arboretum\Analysis\LOS\Year 2032 MIT
156
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramps 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande Dr 14 Arboretum Ave & Duncan Canyon Rd
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramps 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 11.4
Legend
Signal Right-turn Overlap Free-Right The Resort Village
Stop Sign Roundabout a Improvements Year (2032) Phase 4 With Project With Improvements Intersection Geometrics and Stop Control
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P:\Lewis - Arboretum\Analysis\xFigure 11-4 Year (2032) Phase 4 With Project With Improvements Intersection Geometrics and Stop Control 4/19/2025 157
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April 20, 2025
158
Citrus Avenue and Sierra Lakes Parkway: Add overlap phasing to the northbound right-turn lane. The project’s
fair share of this improvement is shown in Table 11.A.
Citrus Avenue and Highland Avenue: Add overlap phasing to the westbound right-turn lane. The project’s fair
share of this improvement is shown in Table 11.A.
Casa Grande Avenue and Oak Grove Avenue: Install a traffic signal. The project’s fair share of this improvement
is shown in Table 11.A.
Arboretum Avenue and Duncan Canyon Road: Install a traffic signal. Add an eastbound and westbound left-
turn lane. The project’s fair share of these improvements is shown in Table 11.A.
Cypress Avenue and Duncan Canyon Road: Install a traffic signal. Add an eastbound left-turn lane, a westbound
left-turn lane, and a southbound left-turn lane. The project’s fair share of these improvements is shown in Table
11.A.
Cypress Avenue and Casa Grande Drive: Install a traffic signal. The project’s fair share of this improvement is
shown in Table 11.A.
Cassava Drive and Duncan Canyon Road: Install a traffic signal. Add an eastbound left-turn lane, an eastbound
through lane, a westbound left-turn lane, a westbound through lane, a southbound left-turn lane, and overlap
phasing to the northbound right-turn lane. The project’s fair share of these improvements is shown in Table
11.A.
Montelena Road and Casa Grande Road: Install a traffic signal. The project’s fair share of this improvement is
shown in Table 11.A.
Sierra Avenue and I-15 Southbound Ramps. Add a free southbound right-turn lane. Re-stripe the westbound
through-left-turn lane to left-turn lane, and re-stripe the westbound right-turn lane to through-right turn lane.
These improvements are consistent with the future year geometrics included in the Arboretum at North Fontana
Traffic Impact Analysis (March 2008). The project’s fair share of this improvement is shown in Table 11.A.
Sierra Avenue and I-15 Northbound Ramps. Add a free northbound right-turn lane. This improvement is
consistent with the future year geometrics included in the Arboretum at North Fontana Traffic Impact Analysis
(March 2008). The project’s fair share of this improvement is shown in Table 11.A.
Sierra Avenue and Riverside Avenue: Install a traffic signal. Add a northbound through lane, a northbound right-
turn lane, a southbound left-turn lane, a southbound through lane, a westbound right-turn lane, and overlap
phasing to the westbound right-turn lanes. The traffic signal is included in the CIP and the City is purchasing
right of way from Southern California Edison to obtain the land needed to widen Sierra Avenue to the ultimate
width of six lanes from Summit Avenue to I-15. The project’s fair share of these improvements is included in
Table 11.A.
Sierra Avenue and Grapeland Street-Segovia Avenue: Add a traffic signal. Add a southbound through lane. The
project’s fair share of these improvements is shown in Table 11.A.
Sierra Avenue and C-1 Retail Driveway 1: Install a traffic signal. Add a southbound through lane.
Sierra Avenue and Terra Vista Drive: Add a northbound through lane, overlap phasing to the northbound right-
turn lane, a southbound left-turn lane, two southbound through lanes, re-stripe westbound left to through-left,
and add a westbound right-turn lane with overlap phasing. The City is purchasing right of way from Southern
California Edison to obtain the land needed to widen Sierra Avenue to the ultimate width of six lanes from
Summit Avenue to I-15. The project’s fair share of these improvements is shown in Table 11.A.
Sierra Avenue and Duncan Canyon Road: Add an eastbound left-turn lane, add two southbound through lanes,
and two northbound through lanes. The City is purchasing right of way from Southern California Edison to obtain
the land needed to widen Sierra Avenue to the ultimate width of six lanes from Summit Avenue to I-15. The
project’s fair share of these improvements is shown in Table 11.A.
158
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Traffic Impact Analysis
April 20, 2025
159
Sierra Avenue and Casa Grande Drive: Add a westbound left-turn lane, overlap phasing to the westbound right-
turn lane, and overlap phasing to the northbound right-turn lane. The project’s fair share of these improvements
is shown in Table 11.A.
Sierra Avenue and Summit Avenue: Add overlap phasing to the eastbound right-turn lane. The Project’s fair
share of this improvement is shown in Table 11.A.
Sierra Avenue and Sierra Lakes Parkway: Add overlap phasing to the eastbound right-turn lane and add overlap
phasing to the westbound right-turn lane. The Project’s fair share of these improvements is shown in Table
11.A.
Sierra Avenue and Highland Avenue: Add overlap phasing to the westbound right-turn lane and add overlap
phasing to the southbound right-turn lane. The project’s fair share of these improvements is shown in Table
11.A.
The resulting levels of service for future year (2050) with project with improvement conditions are included in Table 11.F.
Figure 11.5 illustrates the recommended improvements.
159
LOS
Intersection Standard Jurisdiction Control Delay LOS Delay LOS Control Delay LOS Delay LOS
2: Coyote Canyon Rd & Duncan Canyon Rd C Fontana WSC >100 F * >100 F * Signal 28.0 C 29.7 C
5: Duncan Canyon Rd & John Previti Ave C Fontana TWSC 61.8 F * 18.3 C Signal 32.0 C 25.2 C
6: Citrus Ave & Duncan Canyon Rd C Fontana WSC >100 F * >100 F * Signal 33.7 C 33.2 C
7: Citrus Ave & Casa Grande D C Fontana Signal >100 F * >100 F * Signal 30.0 C 33.1 C
8: Citrus Ave & Summit Ave C Fontana Signal 44.6 D * 63.9 E * Signal 33.5 C 33.4 C
9: Citrus Ave & Sierra Lakes Pkwy C Fontana Signal 31.9 C 44.8 D * Signal 30.8 C 31.8 C
12: Citrus Ave & Highland Ave C Fontana Signal 44.4 D * 52.1 D * Signal 30.8 C 33.0 C
13: Casa Grande Dr & Oak Grove Ave C Fontana TWSC >100 F * >100 F * Signal 9.9 9.7
14: Arboretum Ave & Duncan Canyon Rd C Fontana WSC >100 F * >100 F * Signal 26.6 C 21.3 C
20: Cypress Ave & Duncan Canyon Rd C Fontana WSC >100 F * >100 F * Signal 25.1 C 34.5 C
26: Cassava Dr & Duncan Canyon Rd C Fontana TWSC >100 F * >100 F * Signal 28.2 C 32.6 C
27: Montelena Rd & Casa Grande D C Fontana TWSC >100 F * >100 F * Signal 14.3 B 10.1 B
31: Sierra Ave & I-15 SB Ramps D Caltrans Signal >100 F * 27.3 C Signal 53.8 D 28.4 C
32: Sierra Ave & I-15 NB Ramps D Caltrans Signal 18.2 B >100 F * Signal 22.9 C 24.3 C
33: Sierra Ave & Riverside Ave C Fontana WSC >100 F * >100 F * Signal 18.4 B 28.0 C
34: Sierra Ave & Grapeland St-Segovia Ave C Fontana TWSC >100 F * >100 F * Signal 17.9 B 21.5 C
35: Sierra Ave & C-1 Retail Dwy 1 C Fontana TWSC >100 F * >100 F * Signal 8.2 13.0 B
36: Sierra Ave & Terra Vista D C Fontana Signal 86.6 F * >100 F * Signal 31.6 C 32.9 C
38: Sierra Ave & Duncan Canyon Rd C Fontana Signal >100 F * >100 F * Signal 21.9 C 34.4 C
40: Sierra Ave & Casa Grande D C Fontana Signal 38.8 D * 91.1 F * Signal 32.6 C 31.9 C
41: Sierra Ave & Summit Ave C Fontana Signal 55.8 E * 32.6 C Signal 24.7 C 27.0 C
43: Sierra Ave & Sierra Lakes Pkwy C Fontana Signal 35.5 D * 91.0 F * Signal 31.6 C 34.3 C
46: Sierra Ave & Highland Ave C Fontana Signal 64.3 E * 87.9 F * Signal 29.2 C 34.5 C
*Exceeds LOS Standard
TWSC = Two-Way Stop Control; For TWSC intersections, reported delay is for worst-case approach/movement.
LOS = Level of Service
Table 11.F: Future Year (2050) With Project With Improvements Levels of Service
With Project With Project With Improvements
AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour
P:\Lewis - Arboretum\Analysis\LOS\Future Year (2050) MIT
160
1 Beech Ave & Summit Ave 2 Coyote Canyon Rd & Duncan Canyon Rd 3 I-15 SB Ramps & Duncan Canyon Rd 4 I-15 NB Ramps & Duncan Canyon Rd 5 John Previti Ave & Duncan Canyon Rd 6 Citrus Ave & Duncan Canyon Rd 7 Citrus Ave & Casa Grande Dr
8 Citrus Ave & Summit Ave 9 Citrus Ave & Sierra Lakes Pkwy 10 Citrus Ave & SR-210 WB Ramps 11 Citrus Ave & SR-210 EB Ramps 12 Citrus Ave & Highland Ave 13 Oak Grove Ave & Casa Grande Dr 14 Arboretum Ave & Duncan Canyon Rd
15 Cypress Ave & Grapeland St 16 Cypress Ave & Arboretum Ave 17 Cypress Ave & Terra Vista Dr 18 Cypress Ave & ES N. Dwy 19 Cypress Ave & ES S. Dwy 20 Cypress Ave & Duncan Canyon Rd 21 Cypress Ave & Gardens St
22 Cypress Ave & Casa Grande Dr 23 ES Dwy 3 & Duncan Canyon Rd 24 Cassava Dr & Grapeland St 25 Cassava Dr & Terra Vista Dr 26 Cassava Dr & Duncan Canyon Rd 27 Montelena Rd & Casa Grande Dr 28 C-1 Retail Dwy 2 & Terra Vista Dr
29 C-1 Retail Dwy 3 & Terra Vista Dr 30 C-2 Retail Dwy 1 & Duncan Canyon Rd 31 Sierra Ave & I-15 SB Ramps 32 Sierra Ave & I-15 NB Ramps 33 Sierra Ave & Riverside Ave 34 Sierra Ave & Grapeland St-Segovia Ave 35 Sierra Ave & C-1 Retail Dwy 1
36 Sierra Ave & Terra Vista Dr 37 Sierra Ave & C-2 Retail Dwy 2 38 Sierra Ave & Duncan Canyon Rd 39 Sierra Ave & Fieldcress Dr 40 Sierra Ave & Casa Grande Dr 41 Sierra Ave & Summit Ave 42 Sierra Ave & Clubhouse Dr
43 Sierra Ave & Sierra Lakes Pkwy 44 Sierra Ave & SR-210 WB Ramps 45 Sierra Ave & SR-210 EB Ramps 46 Sierra Ave & Highland Ave
FIGURE 11.5
Legend
Signal Right-turn Overlap Free-Right The Resort Village
Stop Sign Roundabout a Improvements Future Year (2050) With Project With Improvements Intersection Geometrics and Stop Control
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P:\Lewis - Arboretum\Analysis\xFigure 11-5 Future Year (2050) With Project With Improvements Intersection Geometrics and Stop Control 4/19/2025 161
The Resort Village
Traffic Impact Analysis
April 20, 2025
163
12.0 SIGNAL WARRANTS
Peak hour signal warrants have been conducted for unsignalized intersections within the project site under future year
(2050) with project conditions. The intersections analyzed include:
Cypress Avenue and Grapeland Street (peak hour warrants not met).
Cypress Avenue and Terra Vista Drive (peak hour warrants not met).
Cypress Avenue and Duncan Canyon Road (peak hour warrants met).
Cassava Drive and Grapeland Street (peak hour warrants not met).
Cassava Drive and Terra Vista Drive (peak hour warrants not met).
Cassava Drive and Duncan Canyon Road (peak hour warrants met).
Terra Vista Drive and C-1 Retail Driveway 2 (peak hour warrants not met).
Terra Vista Drive and C-1 Retail Driveway 3 (peak hour warrants not met).
Sierra Avenue and C-1 Retail Driveway 1 (peak hour warrants met).
The signal warrants are based on the Manual on Uniform Traffic Control Devices Revision 6 (2014 Edition). Appendix D
shows the signal warrants under future year (2050) with project conditions. As shown in Appendix D, the peak hour
warrants are met at the intersections of Cypress Avenue and Duncan Canyon Road, Cassava Drive and Duncan Canyon
Road, and Sierra Avenue and C-1 Retail Driveway 1.
13.0 SIGHT DISTANCE
A sight distance analysis was conducted at the stop-controlled driveways within the project area to determine if there is
sufficient sight for a stopped driver on a minor road approach to depart from the intersection and enter the major road.
Appendix E shows that sight distance triangles for the following intersections:
Cypress Avenue and Terra Vista Drive.
Cassava Drive and Grapeland Street.
Cassava Drive and Duncan Canyon Road.
Sierra Avenue and Terra Vista Drive.
14.0 SUMMARY & CONCLUSIONS
The proposed project site is located at the northwest corner of Sierra Avenue and Duncan Canyon Road in the City of
Fontana, California. The project includes a mix of uses including residential, retail, and elementary school. The project
is anticipated to be built in several phases in response to market demand. The following phases are anticipated:
Opening Year (2026) Phase 1: This phase includes the Elementary School and Retail C-1 planning areas.
Year (2028) Phase 2: This phase includes the Elementary School, Retail C-1, and ½ of the residential units located
in northeast quadrant, ½ of the residential units located in the southwest quadrant, and ½ of the residential units
located in the southeast quadrant.
Year (2030) Phase 3: This phase includes all planning areas with the exception of the Retail C-2 center.
Year (2032) Phase 4: This phase includes all planning areas.
A level of service analysis was conducted for each of the analysis scenarios below:
Existing Conditions (9 intersections are currently operating at unsatisfactory LOS).
Opening Year (2026) Phase 1 Without Project Conditions (9 intersections are forecast to operate at
unsatisfactory LOS).
Opening Year (2026) Phase 1 With Project Conditions (13 intersections are forecast to operate at unsatisfactory
LOS).
Year (2028) Phase 2 Without Project Conditions (10 intersections are forecast to operate at unsatisfactory LOS).
Year (2028) Phase 2 With Project Conditions (15 intersections are forecast to operate at unsatisfactory LOS).
Year (2030) Phase 3 Without Project Conditions (11 intersections are forecast to operate at unsatisfactory LOS).
162
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Traffic Impact Analysis
April 20, 2025
164
Year (2030) Phase 3 With Project Conditions (17 intersections are forecast to operate at unsatisfactory LOS).
Year (2032) Phase 4 Without Project Conditions (12 intersections are forecast to operate at unsatisfactory LOS).
Year (2032) Phase 4 With Project Conditions (17 intersections are forecast to operate at unsatisfactory LOS).
Future Year (2050) Without Project Conditions (23 intersections are forecast to operate at unsatisfactory LOS).
Future Year (2050) With Project Conditions (24 intersections are forecast to operate at unsatisfactory LOS).
With the implementation of the circulation improvements, all intersections are forecast to operate at satisfactory levels of
service. Peak hour signal warrants were conducted for unsignalized intersection within the project site under future year
(2050) with project conditions. The peak hour warrants are met at the intersections of Cypress Avenue and Duncan
Canyon Road, Cassava Drive and Duncan Canyon Road, and Sierra Avenue and C-1 Retail Driveway 1.
163