Attachment 6b - Traffic Study — Riverside City Council, September 15, 2026

00 = Peak Hour Volume MD
= Average Daily Traffic (ADT) in Thousands00
EXHIBIT 3-8 : EXISTING (2024) MID-DAY PEAK HOUR TRAFFIC VOLUMES La Sierra Residential Focused LOS Assessment
N
La Sierra Ave.

Alhambra Ave.

Francisco Pl.

Lindy St.

12.50.2 12.8

12.8 12.70.6

0.2 0.2
La Sierra Ave. &
Driveway 1 (Alt. 2) / Somervale Dr.

Somervale Dr.
28 La Sierra Residential Focused Traffic Analysis

15842-06 TA Report
29 3.6 INTERSECTION OPERATIONS ANALYSIS
Existing peak hour traffic operations have been evaluated for the study area intersections based on the analysis methodologies presented in Section 2.2 Intersection Capacity Analysis of this report. The intersection operations analysis results are summarized in Table 3-1, which indicates that all the study area intersections are currently operating at an acceptable LOS during the peak hours under Existing (2024) traffic conditions. The intersection operations analysis works heets are included in Appendix

3.3 of this TA.

TABLE 3-1: INTERSECTION ANALYSIS FOR EXISTING (2024) CONDITIONS

3.7 TRAFFIC SIGNAL WARRANTS ANALYSIS
Traffic signal warrants for Existing ( 2024) traffic conditions are based on a ll applicable California MUTCD traffic signal warrants (9 warrants). The re are no unsignalized study area intersections that currently meet a traffic signal warrant for Existing (2024) traffic conditions (see Appendix 3.4).

Level of
Traffic Service
# Intersection Control2

AM MD PM AM MD PM
1 La Sierra Av. & Alhambra Av. CSS 13.9 19.3 14.3 B C B 2 La Sierra Av. & Driveway 1 (Alt. 2)/Somervale Dr. CSS 11.9 10.7 9.7 B B A 3 La Sierra Av. & Driveway 1 (Alt. 1)
4 La Sierra Av. & Francisco Pl. CSS 18.4 16.8 12.7 C C B 1 2 CSS = Cross-Street Stop
Per the Highway Capacity Manual (7th Edition), overall average intersection Delay and level of service are shown for intersections with a traffic signal or all way stop control. For intersections with cross street stop control, the delay and level of service for the worst individual movement (or movements sharing a single lane) are shown. HCM delay reported in seconds.

Delay1
(secs.)
Future Intersection
29 La Sierra Residential Focused Traffic Analysis

15842-06 TA Report
30 This Page Intentionally Left Blank

30 La Sierra Residential Focused Traffic Analysis

15842-06 TA Report
31 4 PROJECTED FUTURE TRAFFIC
This section presents the traffic volumes estimated to be generated by the Project, as well as the Project’s trip assignment onto the study area roadway network. The Project includes the development of 4 single-family (estate) residential dwelling units located on Alhambra Avenue and 52 single-family detached residential dwelling units. Three of the single -family detached residential dwelling units consist of affordable housing. Primary access to the Project site will be accommodated via a new connection to La Sierra Avenue (Driveway 1). Driveway 1, as currently shown on the site plan, will be evaluated assuming right-in/right-out access only; however, an alternative will also be evaluated that assumes the driveway would be redesigned to align with the existing Somervale Drive to the east. The four single-family estate homes will take access off the existing Alhambra Avenue. A preliminary site plan for the proposed Project is shown on Exhibit 1 -2 and reflects the proposed right -in/right-out access on La Sier ra Avenue while Exhibit 1 -3 reflects the proposed alignment of the driveway with Somervale Drive for full access (no left turn restrictions).

4.1 PROJECT TRIP GENERATION
Trip generation represents the amount of traffic which is both attracted to and produced by a development. Determining traffic generation for a specific project is based upon forecasting the amount of traffic that is expected to be both attracted to and produced by the specific land uses being proposed for a given development. In order to develop the traffic characteristics of the proposed Project, trip -generation statistics published in the Institute of Transportation Engineers (ITE) Trip Generation Manual (11th Edition, 2021) was used to estimate the trip generation. (2) In order to develop the traffic characteristics of the proposed P roject, trip- generation statistics published in the ITE Trip Generation Manual (11th Edition, 2021) for Single Family Detached Housing (ITE Land Use Code 210) and Affordable Housing (ITE Land Use Code 223) land uses were utilized. (2) The trip generation rates are shown in Table 4 -1. As shown in Table 4- 1, the proposed Project is anticipated to generate 514 two-way trip-ends per day with 38 AM peak hour trips, 38 mid- day PM peak hours trips, and 51 PM peak hour trips.

TABLE 4- 1 : PROJECT TRIP GENERATION SUMMARY

31 La Sierra Residential Focused Traffic Analysis

15842-06 TA Report
32 4.2 PROJECT TRIP DISTRIBUTION
The Project trip distribution represents the directional orientation of traffic to and from the Project site. Trip distribution is the process of identifying the probable destinations, directions or traffic routes that will be utilized by Project traffic. The potential interaction between the planned land uses and surrounding regional access routes are considered to identify the route where the Project traffic would distribute. The Project trip distribution was developed based on anticipated travel patterns to and from the Project site. The proposed Project trip distribution patterns are illustrated on Exhibit 4-

1. These distribution patterns were reviewed and approved by the City of Riverside as part of the traffic study scoping process (see Appendix 1.1).

4.3 MODAL SPLIT
The potential for Project trips (non -truck) to be reduced by the use of public transit, walking , or bicycling have not been included as part of the Project’s estimated trip generation . Essentially, the Project’s traffic projections are “conservative” in that these alternative travel modes would reduce the forecasted traffic volumes.

4.4 PROJECT TRIP ASSIGNMENT
The assignment of traffic from the Project area to the adjoining roadway system is based upon the Project trip generation, trip distribution, and the arterial highway and local street system improvements that would be in place by the time of initial occupa ncy of the Project. Based on the identified Project traffic generation and trip distribution patterns, the Project only ADT and peak hour intersection turning movement volumes are shown on Exhibit 4-2. The Project only mid-day peak hour intersection turning movement volumes are shown on Exhibit 4-3.

4.5 BACKGROUND TRAFFIC
Future year traffic forecasts have been based upon background (ambient) growth at 2.0% per year.

The total ambient growth is 8.24% for 2028 conditions (2.0% per year compounded over 4 years). The ambient growth factor is intended to approximate regional traffic growth. This ambient growth rate is added to existing traffic volumes to account for area -wide growth not reflected by cumulative development projects. Ambient growth has been added to daily and peak hour traffic volumes on surrounding roadways, in addition to traffic generated by the development of future projects that have been approved but not yet built and/or for which development applications have been filed and are under consideration by governing agencies. Background (Near-Term) (2028) traffic volumes are provided in Section 5 of this report. The traffic generated by the proposed Project was then manually added to the base volume to determine Background “ With Project” forecast conditions.

Conservatively, this TA estimates the area ambient traffic growth and then adds traffic generated by other known or probable related projects. These related projects are at least in part already accounted for in the assumed ambient growth rates; and some of these related projects may not be implemented and operational within the 2028 Opening Year time frame assumed for the Project (see also Section 4.6 Cumulative Development Traffic).

32 EXHIBIT 4-1 : PROJECT TRIP DISTRIBUTION
La Sierra Residential Focused LOS Assessment
N
La Sierra Ave.

Alhambra Ave.

Francisco Pl.

Lindy St.

Dwy. 1
SITE
N
La Sierra Ave.

Alhambra Ave.

Francisco Pl.

Lindy St.

SITE
LEGEND:
= Car Percent To/From Project
= Inbound
ALTERNATIVE 2 - FULL ACCESS
ALTERNATIVE 1 - RIRO
= Outbound
Dwy. 1
Somervale Dr.

Somervale Dr.
33 00(00)= Peak Hour Volume AM (PM)
= Average Daily Traffic (ADT) in Thousands00
EXHIBIT 4-2 : PROJECT ONLY AM/PM PEAK HOUR TRAFFIC VOLUMES La Sierra Residential Focused LOS Assessment
N
La Sierra Ave.

Alhambra Ave.

Francisco Pl.

Lindy St.

Dwy. 1 (Alt. 1)
SITE
1 4
Dwy. 1 (Alt. 2)
LEGEND:
2 3
= Existing Intersection Analysis Location
= Future Intersection Analysis Location
0 0
2 La Sierra Ave.
& Alhambra Ave.
1 La Sierra Ave.
& Driveway 1 (Alt. 1)
3 La Sierra Ave.
& Francisco Pl.
4 ALTERNATIVE 1ALTERNATIVE 2
0(1)7(5)
3(8)0(1)
1(1)1(1)
0(0)14(27)
1(1)9(29)
0(0)26(17)
0(0)7(22)0(0)
0(0)20(13)0(0)
0(0)0(0)0(0)
0(0)0(0)0(0)
7(21)
0(0)
0(0)
7(5)
2 La Sierra Ave.
& Alhambra Ave.
1 La Sierra Ave.
& Driveway 1 (Alt. 1)
3 La Sierra Ave.
& Francisco Pl.
4 0(0)
7(21)0(1)0(0)
0(0)1(1)3(8)
7(5)0(0)18(13)
0(0)0(0)
0(0)0(0)
0(0)
Not An Analysis
Location

0.2 0.30.2

0.5 0.5

0.4 0.1
0(1)7(5)
3(8)0(1)
1(1)1(1)
0(0)
0(0)
0(0)7(22)0(0)
0(0)20(13)0(0)
0(0)0(0)0(0)
0(0)0(0)0(0)0(0)
0(0)
La Sierra Ave. &
Driveway 1 (Alt. 2) / Somervale Dr.

Somervale Dr.

La Sierra Ave. &
Driveway 1 (Alt. 2) / Somervale Dr.
0(0)0(0)
0(0)0(0)
0(0)
0(0)
34 EXHIBIT 4-3 : PROJECT ONLY MID-DAY PEAK HOUR TRAFFIC VOLUMES La Sierra Residential Focused LOS Assessment
N
La Sierra Ave.

Alhambra Ave.

Francisco Pl.

Lindy St.

Dwy. 1 (Alt. 1)
SITE
1 4
Dwy. 1 (Alt. 2)
LEGEND:
2 3
= Existing Intersection Analysis Location
= Future Intersection Analysis Location
0 0
La Sierra Ave.
& Alhambra Ave.
1 La Sierra Ave.
& Driveway 1 (Alt. 1)
3 La Sierra Ave.
& Francisco Pl.
4 ALTERNATIVE 1ALTERNATIVE 2
14 61
11 020
121
014
0160
0110
000
000
15 0
0 4
2 La Sierra Ave.
& Alhambra Ave.
1 La Sierra Ave.
& Driveway 1 (Alt. 1)
3 La Sierra Ave.
& Francisco Pl.
4 0
1510
016
4010
00 00
0 Not An Analysis
Location

0.2 0.30.2

0.5 0.5

0.4 0.1
14 61
11 0
0 0160
0110
000
0000
0 00 = Peak Hour Volume MD
= Average Daily Traffic (ADT) in Thousands00
2 La Sierra Ave. &
Driveway 1 (Alt. 2) / Somervale Dr.

Somervale Dr.

La Sierra Ave. &
Driveway 1 (Alt. 2) / Somervale Dr.
0 0 00
00 35
La Sierra Residential Focused Traffic Analysis

15842-06 TA Report
36 4.6 CUMULATIVE DEVELOPMENT TRAFFIC
Other reasonably foreseeable development projects which are either approved or being processed concurrently in the study area have also been included as part of a cumulative analysis scenario. A cumulative project list was developed for the purposes of th is analysis through consultation with planning and engineering staff from the City of Riverside. The cumulative project list includes known and foreseeable projects that are anticipated to contribute traffic to the study area intersections.

Where applicable, cumulative projects anticipated to contribute measurable traffic (i.e. , 50 or more peak hour trips) to study area intersections have been manually added to the study area network to generate Background (Near -Term) (2028) forecasts. In other words, this list of cumulative development projects has been reviewed to determine which projects would likely contribute measurable traffic through the study area intersections (e.g., those cumulative projects in close proximity to the proposed Project) . For the purposes of this analysis, the cumulative projects that were determined to affect one or more of the study area intersections are shown on Exhibit 4-4, listed in Table 4-2, and have been considered for inclusion.

These cumulative projects have been included in an effort to conduct a conservative analysis and overstate as opposed to understate potential traffic deficiencies. Any other cumulative projects that are not expected to contribute measurable traffic to study area intersections have not been included since the traffic would dissipate due to the distance from the Project site and study area intersections.

Any additional traffic generated by other projects not on the cumulative projects list is accounted for through background ambient growth factors that have been applied to the peak hour volumes at study area intersections as discussed in Section 4.5 Background Traffic. Cumulative Only ADT and peak hour intersection turning movement volumes are shown on Exhibit 4 -5. Cumulative Only mid-day peak hour intersection turning movement volumes are shown on Exhibit 4-6.

36 La Sierra Residential Focused Traffic Analysis

15842-06 TA Report
37 TABLE 4-2: CUMULATIVE DEVELOPMENT LAND USE SUMMARY

No. Project Name Land Use1
Quantity Units2
R1 PR-2021-001137 Single Family Residential 6 DU
R2 PR-2021-001129 Single Family Residential 18 DU
R3 P20-0448 / P20-0449 / P20-0450 Restaurant 2.825 TSF
Retail 2.750 TSF
1 TSF = Thousand Square Feet; DU = Dwelling Units
37 EXHIBIT 4-4 : CUMULATIVE DEVELOPMENT LOCATION MAP
La Sierra Residential Focused LOS Assessment
R1
R2
R3
Cypress Ave.

Arlington Ave.

La Sierra Ave.

Alhambra Ave.

Western Ave.

Golden Ave.

Campbelle Ave.

Gramercy Pl.

Mitchell Ave.

SITE
38 00(00)= Peak Hour Volume AM (PM)
= Average Daily Traffic (ADT)00
EXHIBIT 4-5 : CUMULATIVE ONLY AM/PM PEAK HOUR TRAFFIC VOLUMES La Sierra Residential Focused LOS Assessment
N
La Sierra Ave.

Alhambra Ave.

Francisco Pl.

Lindy St.

Dwy. 1 (Alt. 1)
SITE
1 4
Dwy. 1 (Alt. 2)
LEGEND:
2 3
= Existing Intersection Analysis Location
= Future Intersection Analysis Location
0 0
2 La Sierra Ave.
& Alhambra Ave.
1 La Sierra Ave.
& Driveway 1 (Alt. 1)
3 La Sierra Ave.
& Francisco Pl.
4 0(1)4(7)
4(5)0(1)
1(1)1(1)
0(0)4(7)
4(5)0(0)
0(0)0(0)
0(1)4(7)0(0)
0(0)4(5)0(0)
0(0)0(0)0(0)
0(0)0(0)0(0)
0(0)
0(0)
0(0)
0(0)
0(0)
0(0)4(7)0(0)
0(0)4(5)0(0)
0(0)0(0)0(0)
0(0)0(0)0(0)0(0)
0(0)
156
17822
176
176
198
22 La Sierra Ave. &
Driveway 1 (Alt. 2) / Somervale Dr.

Somervale Dr.
39 EXHIBIT 4-6 : CUMULATIVE ONLY MID-DAY PEAK HOUR TRAFFIC VOLUMES La Sierra Residential Focused LOS Assessment
N
La Sierra Ave.

Alhambra Ave.

Francisco Pl.

Lindy St.

Dwy. 1 (Alt. 1)
SITE
1 4
Dwy. 1 (Alt. 2)
LEGEND:
2 3
= Existing Intersection Analysis Location
= Future Intersection Analysis Location
0 0
La Sierra Ave.
& Alhambra Ave.
1 La Sierra Ave.
& Driveway 1 (Alt. 1)
3 La Sierra Ave.
& Francisco Pl.
4 17
90 01
08 10
0 00
180
0100
001
000
0 0
0 0
0 080
0100
000
0000
0 00 = Peak Hour Volume MD
= Average Daily Traffic (ADT) 00
2 La Sierra Ave. &
Driveway 1 (Alt. 2) / Somervale Dr.

Somervale Dr.
156
17822
176
176
198
22 40
La Sierra Residential Focused Traffic Analysis

15842-06 TA Report
41 5 BACKGROUND (NEAR-TERM) (2028) TRAFFIC CONDITIONS
This section discusses the methods used to develop Background (Near-Term) (2028) Without and With Project traffic forecasts, and the resulting intersection operations and traffic signal warrant analyses.

5.1 ROADWAY IMPROVEMENTS
The lane configurations and traffic controls assumed to be in place for Background (Near-Term) (2028) conditions are consistent with those shown previously on Exhibit 3- 1, with the exception of the following:
• Project driveways and those facilities assumed to be constructed by the Project to provide site access are also assumed to be in place for Background conditions only (e.g., intersection and roadway improvements along the Project’s frontage and driveways). • Driveways and those facilities assumed to be constructed by cumulative developments to provide site access are also assumed to be in place for Background conditions only.

5.2 BACKGROUND (NEAR-TERM) (2028) WITHOUT CUMULATIVE PROJECTS AND

WITHOUT PROJECT TRAFFIC VOLUME FORECASTS
This scenario includes Existing traffic volumes plus an ambient growth factor of 8.24%. The weekday ADT and weekday AM and PM peak hour volumes which can be expected for Background (Near-Term) (2028) Without Cumulative Projects and Without Project traffic conditions are shown on Exhibit 5-1.

The weekday mid-day PM peak hour volumes which can be expected for Background (Near-Term) (2028) Without Cumulative Projects and Without Project traffic conditions are shown on Exhibit 5-2.

5.3 BACKGROUND (NEAR-TERM) (2028) WITH CUMULATIVE PROJECTS AND

WITHOUT PROJECT TRAFFIC VOLUME FORECASTS
This scenario includes Existing traffic volumes plus an ambient growth factor of 8.24% plus traffic from pending and approved but not yet constructed known development projects in the area. The weekday ADT and weekday AM and PM peak hour volumes which can be expected for Background (Near-Term) (2028) With Cumulative Projects and Without Project traffic conditions are shown on Exhibit 5-3. The weekday mid-day PM peak hour volumes which can be expected for Background (Near -Term) (2028) With Cumulative Projects and Without Project traffic conditions are shown on Exhibit 5-4.

5.4 BACKGROUND (NEAR-TERM) (2028) WITH PROJECT TRAFFIC VOLUME

FORECASTS
This scenario includes Background (Near-Term) (2028) With Cumulative Projects traffic in conjunction with the addition of Project traffic . The weekday ADT and weekday AM and PM peak hour volumes which can be expected for Background (Near-Term) (2028) With Cumulative Projects and With Project traffic conditions are shown on Exhibit 5-5. The weekday mid-day PM peak hour volumes which can be expected for Background (Near -Term) (2028) With Cumulative Projects and W ith Project traffic conditions are shown on Exhibit 5-6.
41 00(00)= Peak Hour Volume AM (PM)
= Average Daily Traffic (ADT) in Thousands00
EXHIBIT 5-1 : BACKGROUND (2028) WITHOUT CUMULATIVE PROJECTS

AND WITHOUT PROJECT TRAFFIC VOLUMES
La Sierra Residential Focused LOS Assessment
N
La Sierra Ave.

Alhambra Ave.

Francisco Pl.

Lindy St.

Dwy. 1 (Alt. 1)
SITE
1 4
Dwy. 1 (Alt. 2)
LEGEND:
2 3
= Existing Intersection Analysis Location
= Future Intersection Analysis Location
0 0
2 La Sierra Ave.
& Alhambra Ave.
1 La Sierra Ave.
& Driveway 1 (Alt. 1)
3 La Sierra Ave.
& Francisco Pl.
4 4(4)712(460)
376(735)4(13)
9(4)5(1)
0(0)815(477)
465(748)
0(0)
0(0)0(0)
13(16)790(459)5(10)
2(3)451(719)4(18)
13(5)0(0)15(14)
8(2)0(0)4(5)
86(9)
0(0)
0(0)
8(8)
1(2)
0(0)810(470)5(8)
0(0)465(745)1(0)
0(0)0(0)0(3)
0(0)0(0)13(12)0(0)
0(0)

13.7 13.60.3

13.9 13.9

13.8 0.2
La Sierra Ave. &
Driveway 1 (Alt. 2) / Somervale Dr.

Somervale Dr.0.1

0.6 42
La Sierra Residential Focused LOS Assessment
N
La Sierra Ave.

Alhambra Ave.

Francisco Pl.

Lindy St.

Dwy. 1 (Alt. 1)
SITE
1 4
Dwy. 1 (Alt. 2)
LEGEND:
2 3
= Existing Intersection Analysis Location
= Future Intersection Analysis Location
0 0
La Sierra Ave.
& Alhambra Ave.
1 La Sierra Ave.
& Driveway 1 (Alt. 1)
3 La Sierra Ave.
& Francisco Pl.
4 9509
76610
52 0569
839
0 00
255498
1080614
6014
305
70 0
0 9
0 056010
08381
001
00120
0 00 = Peak Hour Volume MD
00 2
La Sierra Ave. &
Driveway 1 (Alt. 2) / Somervale Dr.

Somervale Dr.
= Average Daily Traffic (ADT) in Thousands
EXHIBIT 5-2 : BACKGROUND (2028) WITHOUT CUMULATIVE PROJECTS

AND WITHOUT PROJECT MID-DAY TRAFFIC VOLUMES

13.7 13.60.3

13.9 13.9

13.8 0.2

0.1 0.6
43 00(00)= Peak Hour Volume AM (PM)
= Average Daily Traffic (ADT) in Thousands00
EXHIBIT 5-3 : BACKGROUND (2028) WITH CUMULATIVE PROJECTS

AND WITHOUT PROJECT TRAFFIC VOLUMES
La Sierra Residential Focused LOS Assessment
N
La Sierra Ave.

Alhambra Ave.

Francisco Pl.

Lindy St.

Dwy. 1 (Alt. 1)
SITE
1 4
Dwy. 1 (Alt. 2)
LEGEND:
2 3
= Existing Intersection Analysis Location
= Future Intersection Analysis Location
0 0
2 La Sierra Ave.
& Alhambra Ave.
1 La Sierra Ave.
& Driveway 1 (Alt. 1)
3 La Sierra Ave.
& Francisco Pl.
4 4(5)716(467)
380(740)4(13)
9(4)5(1)
0(0)819(484)
469(753)
0(0)
0(0)0(0)
13(17)794(466)5(10)
2(3)455(724)4(18)
13(5)0(0)15(14)
8(2)0(0)4(5)
86(9)
0(0)
0(0)
8(8)
1(2)
0(0)814(477)5(8)
0(0)469(750)1(0)
0(0)0(0)0(3)
0(0)0(0)13(12)0(0)
0(0)

13.9 13.80.3

14.0 14.0

14.0 0.2
La Sierra Ave. &
Driveway 1 (Alt. 2) / Somervale Dr.

Somervale Dr.0.1

0.6 44
La Sierra Residential Focused LOS Assessment
N
La Sierra Ave.

Alhambra Ave.

Francisco Pl.

Lindy St.

Dwy. 1 (Alt. 1)
SITE
1 4
Dwy. 1 (Alt. 2)
LEGEND:
2 3
= Existing Intersection Analysis Location
= Future Intersection Analysis Location
0 0
La Sierra Ave.
& Alhambra Ave.
1 La Sierra Ave.
& Driveway 1 (Alt. 1)
3 La Sierra Ave.
& Francisco Pl.
4 10516
77510
53 0577
849
0 00
265578
1081614
6015
305
70 0
0 9
0 056810
08481
001
00120
0 00 = Peak Hour Volume MD
00 2
La Sierra Ave. &
Driveway 1 (Alt. 2) / Somervale Dr.

Somervale Dr.
= Average Daily Traffic (ADT) in Thousands
EXHIBIT 5-4 : BACKGROUND (2028) WITH CUMULATIVE PROJECTS

AND WITHOUT PROJECT MID-DAY TRAFFIC VOLUMES

13.9 13.80.3

14.0 14.0

14.0 0.2

0.1 0.6
45 00(00)= Peak Hour Volume AM (PM)
= Average Daily Traffic (ADT) in Thousands00
EXHIBIT 5-5 : BACKGROUND (2028) WITH PROJECT TRAFFIC VOLUMES La Sierra Residential Focused LOS Assessment
N
La Sierra Ave.

Alhambra Ave.

Francisco Pl.

Lindy St.

14.0 14.10.5

14.2 14.5

14.4 0.3
La Sierra Ave. &
Driveway 1 (Alt. 2) / Somervale Dr.

Somervale Dr.0.5

0.6 ALTERNATIVE 1ALTERNATIVE 2
2 La Sierra Ave.
& Alhambra Ave.
1 La Sierra Ave.
& Driveway 1 (Alt. 1)
3 La Sierra Ave.
& Francisco Pl.
4 La Sierra Ave. &
Driveway 1 (Alt. 2) / Somervale Dr.
1(13)
0(0)
4(5)0(0)8(2)
15(14)0(0)13(5) 4(18)475(737)2(3)
5(10)801(488)13(17)
1(2)
80(4)
6(2)10(5)
4(14)383(748)
723(472)4(6)
2(0)
0(0)
7(7)0(0)6(5)
18(16)0(0)7(5) 4(8)
457(739)5(7)
0(1)814(478)7(21)
13(12)
0(3)
1(0)469(750)
5(8)814(477)
819(484)
469(753)
46 La Sierra Residential Focused LOS Assessment
N
La Sierra Ave.

Alhambra Ave.

Francisco Pl.

Lindy St.

Dwy. 1 (Alt. 1)
SITE
1 4
Dwy. 1 (Alt. 2)
LEGEND:
2 3
= Existing Intersection Analysis Location
= Future Intersection Analysis Location
0 0
La Sierra Ave.
& Alhambra Ave.
1 La Sierra Ave.
& Driveway 1 (Alt. 1)
3 La Sierra Ave.
& Francisco Pl.
4 11520
78111
64 0597
850
21 014
265738
1082714
6015
305
85 0
0 13
0 00 = Peak Hour Volume MD
00 2
La Sierra Ave. &
Driveway 1 (Alt. 2) / Somervale Dr.

Somervale Dr.
= Average Daily Traffic (ADT) in Thousands
EXHIBIT 5-6 : BACKGROUND (2028) WITH PROJECT MID-DAY TRAFFIC VOLUMES ALTERNATIVE 1ALTERNATIVE 2
2 La Sierra Ave.
& Alhambra Ave.
1 La Sierra Ave.
& Driveway 1 (Alt. 1)
3 La Sierra Ave.
& Francisco Pl.
4 La Sierra Ave. &
Driveway 1 (Alt. 2) / Somervale Dr.
849
577
155692
88367
4011
50 70
0 11520
78111
64 65
0 265738
1082714
6015
3050
1 56810
8481
1 12

14.0 14.10.5

14.2 14.5

14.4 0.3

0.5 0.6
47 La Sierra Residential Focused Traffic Analysis

15842-06 TA Report
48 5.5 INTERSECTION OPERATIONS ANALYSIS
LOS calculations were conducted for the study intersections to evaluate their operations under Background (Near -Term) (2028) traffic conditions with the roadway and intersection geometrics consistent with Section 5.1 Roadway Improvements. As shown in Table 5-1, the study area intersections are anticipated to continue to operate at an acceptable LOS during the peak hours under Background (Near-Term) (2028) Without Project and With Project traffic conditions, consistent with Existing (2024) traffic condition s. The addition of Project traffic would not trigger the City of Riverside’s significance criteria. The intersection operations analysis worksheets are included in the following appendices:
• Background (Near-Term) (2028) Without Cumulative Projects and Without Project (see Appendix 5.1) • Background (Near-Term) (2028) With Cumulative Projects and Without Project (see Appendix 5.2) • Background (Near-Term) (2028) With Cumulative Projects and With Project (Alternative 1) (see Appendix

5.3)
• Background (Near-Term) (2028) With Cumulative Projects and With Project (Alternative 2) (see Appendix

5.4)

5.6 TRAFFIC SIGNAL WARRANTS ANALYSIS
Traffic signal warrants have been performed (based on CA MUTCD) for Background (Near-Term) (2028) traffic conditions based on peak hour and daily planning level volumes . There are no unsignalized study area intersections anticipated to meet a traffic signal warrant under all Background (Near-Term) (2028) traffic conditions. The signal warrant worksheets are included in the following appendices:
• Background (Near-Term) (2028) Without Cumulative Projects and Without Project (see Appendix 5.5) • Background (Near-Term) (2028) With Cumulative Projects and Without Project (see Appendix 5.6) • Background (Near-Term) (2028) With Cumulative Projects and With Project (Alternative 1) (see Appendix

5.7)
• Background (Near-Term) (2028) With Cumulative Projects and With Project (Alternative 2) (see Appendix

5.8)

48 La Sierra Residential Focused Traffic Analysis

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49 TABLE 5-1: INTERSECTION ANALYSIS FOR BACKGROUND (NEAR-TERM) (2028) CONDITIONS

49 La Sierra Residential Focused Traffic Analysis

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51 6 REFERENCES

1. City of Riverside. Traffic Impact Analysis Guidelines for Vehicles Traveled and Level of Service Assessment. Riverside : s.n., July 2020.

2. Institute of Transportation Engineers. Trip Generation Manual. 11th Edition. 2021.

3. VRPA Technologies, Inc. for Riverside County Transportation Commission. Riverside County Long Range Transportation Study. County of Riverside : VRPA Technologies, Inc., December 2019.

4. Transportation Research Board. Highway Capacity Manual (HCM). 7th Edition. s.l. : National Academy of Sciences, 2022.

5. California Department of Transportation. California Manual on Uniform Traffic Control Devices (CA MUTCD). [book auth.] California Department of Transportation. California Manual on Uniform Traffic Control Devices (CA MUTCD). 2014, Updated March 30, 2021 (Revision 6).

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Riverside City CouncilSeptember 15, 2026

Riverside City Council
September 15, 2026