Attachment 6J- CPC Report and Exhibits — Riverside City Council, September 5, 2023 (part 1 of 2)

Environmental Initial Study/Mitigated Negative Declaration # PR-2021-001197

APPENDIX H
Traffic Operational Analysis, Madison Flats Project
(Traffic Operational Analysis)
(LSA, May 2023)
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices May 2023
TRAFFIC OPERATIONAL ANALYSIS
MADISON FLATS PROJECT
CITY OF RIVERSIDE
RIVERSIDE COUNTY, CALIFORNIA
This Traffic Operational Analysis has been prep
ared under the supervision of
Ambarish Mukherjee, P.E.

PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices

May 2023

TRAFFIC OPERATIONAL ANALYSIS

MADISON FLATS PROJECT
CITY OF RIVERSIDE
RIVERSIDE COUNTY, CALIFORNIA
Prepared for:

Vital Patel, City Traffic Engineer
City of Riverside
3900 Main Street
Riverside, California 92501
Prepared by:

LSA
1500 Iowa Avenue, Suite 200
Riverside, California 92507
(951) 781‐9310
Project No. GBC2201

PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices T RAFFIC O PERATIONAL A NALYSIS
M AY 2023
M ADISON F LATS P ROJECT
C ITY OF R IVERSIDE , C ALIFORNIA

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TABLE OF CONTENTS

1.0 EXECUTIVE SUMMARY ..................................................................................... 1‐1

1.1 EXISTING CONDITIONS SUMMARY .................................................................................... 1‐1

1.2 OPENING YEAR (2025) CONDITIONS SUMMARY............................................................... 1‐2

1.3 CUMULATIVE (2045) CONDITIONS SUMMARY ................................................................. 1‐2

1.4 ACTIVE TRANSPORTATION AND PUBLIC TRANSIT ANALYSIS SUMMARY .......................... 1‐3

1.5 LIST OF CHAPTER 1.0 TABLES ............................................................................................ 1‐3

2.0 INTRODUCTION ................................................................................................ 2‐1

2.1 PROJECT DESCRIPTION ...................................................................................................... 2‐1

2.2 LIST OF CHAPTER 2.0 FIGURES .......................................................................................... 2‐2

3.0 ANALYSIS METHODOLOGY AND CRITERIA ......................................................... 3‐1

3.1 LEVEL OF SERVICE DEFINITIONS ........................................................................................ 3‐1

3.2 LEVEL OF SERVICE PROCEDURES AND CRITERIA ............................................................... 3‐1

3.3 LIST OF CHAPTER 3.0 TABLES ............................................................................................ 3‐2

4.0 EXISTING CONDITIONS ..................................................................................... 4‐1

4.1 STUDY AREA ...................................................................................................................... 4‐1

4.1.1 Study Intersections ............................................................................................................. 4‐1

4.1.2 Roadway Segments ............................................................................................................ 4‐1

4.2 EXISTING ROADWAY NETWORK ........................................................................................ 4‐1

4.3 EXISTING BICYCLE, PEDESTRIAN, AND TRANSIT FACILITIES .............................................. 4‐2

4.3.1 Bicycle Facilities .................................................................................................................. 4‐2

4.3.2 Pedestrian Facilities ............................................................................................................ 4‐3

4.3.3 Transit Facilities .................................................................................................................. 4‐3

4.4 EXISTING TRAFFIC VOLUMES ............................................................................................ 4‐4

4.5 EXISTING LEVELS OF SERVICE ............................................................................................ 4‐4

4.5.1 Study Intersections ............................................................................................................. 4‐4

4.5.2 Roadway Segments ............................................................................................................ 4‐4

4.6 LIST OF CHAPTER 4.0 FIGURES AND TABLES ..................................................................... 4‐4

5.0 PROJECT TRAFFIC ............................................................................................. 5‐1

5.1 PROJECT TRIP GENERATION .............................................................................................. 5‐1

5.2 PROJECT TRIP DISTRIBUTION AND ASSIGNMENT ............................................................. 5‐1

5.3 LIST OF CHAPTER 5.0 FIGURES AND TABLES ..................................................................... 5‐1

6.0 OPENING YEAR ANALYSIS ................................................................................. 6‐1

6.1 PROJECT DESIGN FEATURE ................................................................................................ 6‐1

6.2 OPENING YEAR (2025) WITHOUT PROJECT TRAFFIC VOLUMES ....................................... 6‐1

6.3 OPENING YEAR (2025) WITH PROJECT TRAFFIC VOLUMES .............................................. 6‐1

6.4 OPENING YEAR (2025) WITHOUT PROJECT LEVELS OF SERVICE ....................................... 6‐2

6.4.1 Study Intersections ............................................................................................................. 6‐2

6.4.2 Roadway Segments ............................................................................................................ 6‐2

6.5 OPENING YEAR (2025) WITH PROJECT LEVELS OF SERVICE .............................................. 6‐2

6.5.1 Study Intersections ............................................................................................................. 6‐2 PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices T RAFFIC O PERATIONAL A NALYSIS
M AY 2023
M ADISON F LATS P ROJECT
C ITY OF R IVERSIDE , C ALIFORNIA

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6.5.2 Roadway Segments ............................................................................................................ 6‐2

6.6 LIST OF CHAPTER 6.0 FIGURES AND TABLES ..................................................................... 6‐2

7.0 CUMULATIVE ANALYSIS .................................................................................... 7‐1

7.1 CUMULATIVE (2045) WITHOUT PROJECT TRAFFIC VOLUMES .......................................... 7‐1

7.2 CUMULATIVE (2045) WITH PROJECT TRAFFIC VOLUMES ................................................. 7‐1

7.3 CUMULATIVE (2045) WITHOUT PROJECT LEVELS OF SERVICE .......................................... 7‐1

7.3.1 Study Intersections ............................................................................................................. 7‐1

7.3.2 Roadway Segments ............................................................................................................ 7‐1

7.4 CUMULATIVE (2045) WITH PROJECT LEVELS OF SERVICE ................................................. 7‐1

7.4.1 Study Intersections ............................................................................................................. 7‐1

7.4.2 Roadway Segments ............................................................................................................ 7‐2

7.5 LIST OF CHAPTER 7.0 FIGURES AND TABLES ..................................................................... 7‐2

8.0 QUEUING ANALYSIS ......................................................................................... 8‐1

8.1 LIST OF CHAPTER 8.0 TABLES ............................................................................................ 8‐1

9.0 SITE ACCESS ANALYSIS ...................................................................................... 9‐1

9.1 INTERSECTION SIGHT DISTANCE ....................................................................................... 9‐1

9.2 BICYCLE, PEDESTRIAN, AND TRANSIT ACCESSIBILITY ........................................................ 9‐2

9.2.1 Bicycle Accessibility ............................................................................................................ 9‐2

9.2.2 Pedestrian Accessibility ...................................................................................................... 9‐2

9.2.3 Transit Accessibility ............................................................................................................ 9‐2

9.3 INTERNAL CIRCULATION ................................................................................................... 9‐2

9.4 LIST OF CHAPTER 9.0 FIGURES .......................................................................................... 9‐2

10.0 ACTIVE TRANSPORTATION AND PUBLIC TRANSIT ANALYSIS ............................ 10‐1

11.0 CIRCULATION IMPROVEMENTS AND FUNDING SOURCES ................................ 11‐1

11.1 RECOMMENDED IMPROVEMENTS ................................................................................. 11‐1

11.2 FUNDING SOURCES AND MECHANISMS ......................................................................... 11‐1

11.2.1 TUMF Program.................................................................................................................. 11‐1

11.2.2 Project Fair Share.............................................................................................................. 11‐1

11.3 LIST OF CHAPTER 11.0 TABLES ........................................................................................ 11‐1

APPENDICES
A: SCOPING AGREEMENT
B: TRAFFIC COUNT SHEETS AND SIGNAL TIMING SHEETS
C: VOLUME DEVELOPMENT WORKSHEETS
D: INTERSECTION LEVEL OF SERVICE WORKSHEETS
E: QUEUING ANALYSIS WORKSHEETS

PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices T RAFFIC O PERATIONAL A NALYSIS
M AY 2023
M ADISON F LATS P ROJECT
C ITY OF R IVERSIDE , C ALIFORNIA

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FIGURES AND TABLES

FIGURES
Figure 2‐1: Regional and Project Location ........................................................................................... 2‐3 Figure 2‐2: Conceptual Site Plan Part 1 of 3 ........................................................................................ 2‐4 Figure 2‐3: Conceptual Site Plan Part 2 of 3 ........................................................................................ 2‐5 Figure 2‐4: Conceptual Site Plan Part 3 of 3 ........................................................................................ 2‐6 Figure 4‐1: Study Area Intersections ................................................................................................... 4‐ 6 Figure 4‐2: Existing Plus Project Study Intersection Geometrics and Traffic Control ......................... 4‐7 Figure 4‐3: City of Riverside Master Plan of Roadways ....................................................................... 4‐8 Figure 4‐4: City of Riverside Existing/Proposed Bikeways .................................................................. 4‐9 Figure 4‐5: City of Riverside Trail Corridors ....................................................................................... 4‐10 Figure 4‐6: Existing Peak Hou
r Traffic Volumes................................................................................. 4‐11 Figure 5‐1: Project Distribution ........................................................................................................... 5‐2 Figure 5‐2: Project Assignment ........................................................................................................... 5‐3 Figure 6‐1: Cumulative Projects Locations .......................................................................................... 6‐4 Figure 6‐2: Cumulative Projects Trip Assignment ............................................................................... 6‐5 Figure 6‐3: Opening Year (2025) without Project Peak Hour Traffic Volumes .................................... 6‐6 Figure 6‐4: Opening Year (2025) with Project Peak Hour Traffic Volumes ......................................... 6‐7 Figure
7‐1: Cumulative (2045) without Project Peak Hour Traffic Volumes ....................................... 7‐3 Figure 7‐2: Cumulative (2045) with Project Peak Hour Traffic Volumes ............................................. 7‐4 Figure 9‐1: Intersection Sigh
t Distance at Driveway 1 ........................................................................ 9‐3 Figure 9‐2: Intersection Sight Distance at Driveway 2 ........................................................................ 9‐4 Figure 9‐3: Intersection Sight Distance at Driveway 3 ........................................................................ 9‐5 Figure 9‐4: Passenger Vehicle Turn‐Around Maneuver at West ern Drive Aisle ................................. 9‐6

TABLES
Table 1‐A: Recommended Improvements for Intersections and Funding Mechanism ...................... 1‐4 Table 3‐A: Intersection Level of Service Definitions ............................................................................ 3‐3 Table 3‐B: Roadway Segment Level of Service Definitions ................................................................. 3‐3 Table 3‐C: Level of Service Criteria for Unsignalized and Signalized Intersections ............................. 3‐4 Table 3‐D: Roadway Segm
ent Capacity and Levels of Service ............................................................ 3‐4 Table 4‐A: City of Riverside General Plan Roadway Segment Classification ..................................... 4‐12 Table 4‐B: Existing Roadway Segment Daily Traffic Volumes ........................................................... 4‐13 Table 4‐C: Existing Intersection Levels of Service .............................................................................. 4‐14 Table 4‐D: Exis ting Roadway Segment Levels of Service ................................................................... 4‐15 Table 5‐A: Project Trip Generation ...................................................................................................... 5‐4 Table 6‐A: Cumulative Projects Trip Generation ................................................................................. 6‐8 Table 6‐B: Opening Year (2025) Roadway Segments Daily Traffic Volumes ....................................... 6‐9 Table 6‐C: Opening Year (2025) Intersection Levels of Service ......................................................... 6‐10 Table 6‐D: Opening Year (2025) Roadway
Segment Levels of Service .............................................. 6‐11 Table 7‐A: Cumulative (2045) Roadway Segment Daily Traffic Volumes ............................................ 7‐5 PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices T RAFFIC O PERATIONAL A NALYSIS
M AY 2023
M ADISON F LATS P ROJECT
C ITY OF R IVERSIDE , C ALIFORNIA

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Table 7‐B: Cumulative (2045) Intersection Levels of Service .............................................................. 7‐6 Table 7‐C: Cumulative (2045) Roadway Segment Levels of Service .................................................... 7‐7 Table 8‐A: Existing Intersection and Driveway Queuing Analysis ....................................................... 8‐2 Table 8‐B: Opening Year (2025) Intersection and Driveway Queuing Analysis ................................... 8‐3 Table 8‐C: Cumul
ative (2045) Intersection and Driveway Queuing Analysis ...................................... 8‐4 Table 11‐A: Recommended Improvements for Intersections, Funding Mechanism, and Fair Share ......................................................................................................................................... 11‐2 Table 11‐B: Opening Year (2025) with Project with Improvements Intersection Levels of Service ...................................................................................................................................... 11‐3 Table 11‐C: Cumulative (2045) with Project with Improvements I ntersection Levels of Service ..... 11‐4

PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices T RAFFIC O PERATIONAL A NALYSIS
M AY 2023
M ADISON F LATS P ROJECT
C ITY OF R IVERSIDE , C ALIFORNIA

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1.0 EXECUTIVE SUMMARY
The proposed Madison Flats project is a residential development consisting of senior residential apartments with 76 dwelling units and a low‐rise apartment development consisting of 45 multi‐ family dwelling units. All dwelling units for this project are categorized as affordable housing. The project is located south of the intersection of Winstrom Street and Railroad Avenue in the City of Riverside (City). The project parcel is considered as Medium Density Residential (MDR) and Commercial (C) in the City’s General Plan Land Use and is zoned as Single Family Residential (R‐1‐ 7000). The project will require a General Plan Amendment (GPA) and Zone Change (ZC) for the project parcel. The Gen
eral Plan Land Use will be changed from Medium Density Residential (MDR) and Commercial (C) to High Density Residential (HDR), while the Zoning will be changed from Single Family Residential (R‐1‐7000) to Multi‐Family Residential (R‐3‐2000). The project is anticipated to be completed by year 2025.

The project can be accessed via three ful
l access driveways:
 Project Driveway 1 located at Railroad Avenue west of Depot Street;  Project Driveway 2 located at Railroad Avenue between Winstrom Street and Madison Street; and
 Project Driveway 3 located at Railroad Avenue between Winstrom Street and Madison Street.

The project is forecast to generate 52 trips in the a.m. peak hour, 59 trips in the p.m. peak hour, and 610 daily trips.

The study area for the project was finalized during the scoping agreement process and was based on the criteria defined in
the City of Riverside Public Works Department Traffic Impact Analysis (TIA) Guidelines for Vehicle Miles Traveled (VMT) and Level of Service (LOS) Assessment (dated July 2020).

As such, the study area includes 7 intersections and 4 roadway segments.

Traffic conditions were examined for the weekday daily, a.m., and p.m. peak hour conditions under the following scenarios:
 Existing Condition;
 Opening Year (2025) without Project Conditions;
 Opening Year (2025) with Project Conditions;
 Cumulative (2045) without Project Conditions; and
 Cumulative (2045) with Project Conditions.

1.1 EXISTING CONDITIONS SUMMARY
Based on the criteria as discussed in Section 3.2, Level of Service Procedures and Criteria, of this report, the following intersection is currently operating at a deficient LOS under existing conditions:

PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices T RAFFIC O PERATIONAL A NALYSIS
M AY 2023
M ADISON F LATS P ROJECT
C ITY OF R IVERSIDE , C ALIFORNIA

P:\GBC2201 Madison Flats\Technical Studies\Traffic\Madison Flats TOA.docx (06/07/23) 1‐2

2. Madison Street/Indiana Avenue (p.m. peak hour only).

All other study intersections and roadway segments are currently operating at a satisfactory LOS.

The City does not have a fair share program, therefore, the project would need to discuss with City staff the appropriate mechanism for implementation of this improvement.

1.2 OPENING YEAR (2025) CONDITIONS SUMMARY
Based on the criteria as discussed in Section 3.2, Level of Service Procedures and Criteria, of this report, under opening year without project conditions, the following intersection is forecast to operate at a deficient LOS:

2. Madison Street/Indiana Avenue (p.m. peak hour only).

All other study intersections and roadway segments are forecast to operate at a satisfactory LOS.

Under opening year with project condi
tions, the following intersection is forecast to operate at a deficient LOS:

2. Madison Street/Indiana Avenue (both a.m. and p.m. peak hours).

All other study intersections and roadway segments are forecast to operate at a satisfactory LOS.

With the implementation of improvemen ts recommended in Chapter 11.1, the intersection of Madison Street/Indiana Avenue is forecast to operate at a satisfactory LOS in both a.m. and p.m. peak hours under opening year with project conditions.

Table 1‐A summarizes the recommended improvements for study intersections and funding mechanism under opening year with project conditions. The City does not have a fair share program, the
refore, the project would need to discuss with City staff the appropriate mechanism for implementation of this improvement.

1.3 CUMULATIVE (2045) CONDITIONS SUMMARY
Based on the criteria as discussed in Section 3.2, Level of Service Procedures and Criteria, of this report, under cumulative without project conditions, the following intersection is forecast to operate at a deficient LOS:

2. Madison Street/Indiana Avenue (both a.m. and p.m. peak hours).

All other study intersections and roadway segments are forecast to operate at a satisfactory LOS.

Under cumulative year with project conditions, th
e following intersection is forecast to operate at a
deficient LOS:

2. Madison Street/Indiana Avenue (both a.m. and p.m. peak hours).

All other study intersections and roadway segments are forecast to operate at a satisfactory LOS.

PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices T RAFFIC O PERATIONAL A NALYSIS
M AY 2023
M ADISON F LATS P ROJECT
C ITY OF R IVERSIDE , C ALIFORNIA

P:\GBC2201 Madison Flats\Technical Studies\Traffic\Madison Flats TOA.docx (06/07/23) 1‐3
With the implementation of improvements recommended in Chapter 11.1, the intersection of Madison Street/Indiana Avenue is forecast to operate at a satisfactory LOS in both a.m. and p.m. peak hours under cumulative with project conditions.

Table 1‐A summarizes the recommended improvements for study intersections and funding mechanism under cumulative conditions. The City does not have a fair share pr ogram, therefore, the project would need to discuss with City staff the appropriate mechanism for implementation of this improvement.

1.4 ACTIVE TRANSPORTATION AND PUBLIC TRANSIT ANALYSIS SUMMARY The project does not conflict with any existing or proposed bicycle, pedestrian, or public transit facilities. The project will construct a sidewalk along the project frontage on Railroad Avenue.

Therefore, it can be considered to conform to all adopted policies, plans, or programs concerning these facilities and will not have a significant impact.

1.5 LIST OF CHAPTER 1.0 TABLES
 Table 1‐A: Recommended Improvements for Intersections and Funding Mechanism PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices /ŵƉƌŽǀĞŵĞŶƚƐ /ŵ ƉƌŽǀĞŵĞŶƚƐ
KƉĞŶŝŶŐzĞĂƌ;ϮϬϮϱͿ ƵŵƵůĂƚŝǀĞ ;ϮϬϰϱͿ &ƵŶĚŝŶŐ ŽǀĞƌĞĚ ďǇ ŽǀĞƌĞĚ ďǇ /ŶƚĞƌƐĞĐƚŝŽŶ ǁŝƚŚ WƌŽũĞĐƚ/ŵƉƌŽǀĞŵĞŶƚƐ ǁŝƚŚ WƌŽũĞĐƚ/ŵƉƌŽǀĞŵĞŶƚƐ DĞĐŚĂŶŝƐŵ dhD& &Ăŝƌ ^ŚĂƌĞ 2 . Madison Street/Indiana Avenue Optimize signal timing (a.m. and p.m. peak hour) Optimize signal timing (a.m. and p.m. peak hour) Fair Share - Optimize signal timings.

EŽƚĞƐ͗
TUMF refers to the Transportation Uniform Mitigation Fee Program. 1 dĂďůĞϭͲͲZĞĐŽŵŵĞŶĚĞĚ/ŵƉƌŽǀĞŵĞŶƚƐĨŽƌ/ŶƚĞƌƐĞĐƚŝŽŶƐĂŶĚ&ƵŶĚŝŶŐDĞĐŚĂŶŝƐŵ The City does not have a fair share program, therefore, the project would need to discuss with City staff the appropriate mechanism for implementation of this improvement.

P:\GBC2201 Madison Flats\Technical Studies\Traffic\Improvements.xlsx\Int LOS MIT Summary (6/7/2023) PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices T RAFFIC O PERATIONAL A NALYSIS
M AY 2023
M ADISON F LATS P ROJECT
C ITY OF R IVERSIDE , C ALIFORNIA

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2.0 INTRODUCTION
The Traffic Operational Analysis (TOA) has been prepared for the proposed Madison Flats Project (project) to be located south of the intersection of Winstrom Street and Railroad Avenue in the City of Riverside (City). Figure 2‐1 illustrates the regional and project location. (Figures and tables are located at the end of each chapter.)
This report is intended to sa
tisfy the requirements established by the City of Riverside Public Works Department Traffic Impact Analysis Guidelines for Vehicle Miles Traveled and Level of Service Assessment (dated July 2020). The scope of work for this TOA, including trip generation, trip distribution, study area, and analysis methodologies, has been approved by City staff via the Scoping Agreement process. A copy of the Scoping Agreement is included in Appendix A.

This study examines traffic operations in the vicinity of the proposed project under the following five scenarios:
 Existing Conditions;
 Opening Year (2025) without Project Conditions;
 Opening Year (2025) with Project Conditions;
 Cumulative (2045) without Project Conditions; and
 Cumulative (2045) with Project Conditions.

Traffic conditions were examined for the weekday daily, 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 the one hour of highest traffic volumes occurring between 4:00 and 6:00 p.m. Roadway
segments were analyzed using daily volume counts and comparisons were made to the daily service volume standards provided in the City’s TIA Guidelines.

2.1 PROJECT DESCRIPTION
The proposed project is a residential development consisting of a senior residential apartments with 76 dwelling units and a low‐rise apartment development consisting of 45 multi‐family dwelling units.

All dwelling units for this project are categorized as affordable housing. The project parcel is considered as Medium Density Residential (MDR) and Commercia l (C) in the General Plan Land Use and zoned as Single Family Residential (R‐1‐7000). The project requires a General Plan Amendment (GPA) and Zone Change (ZC) for the project parcel. The General Plan Land Use will be changed from Medium Density Residential (MDR) and Commercial (C) to High Density Residential (HDR), wh ile the Zoning will be changed from Single Family Residential (R‐1‐7000) to Multi‐Family Residential (R‐3‐ 2000). The project is anticipated to be completed by year 2025. Figures 2‐2, 2‐3, and 2‐4 illustrate the conceptual site plan for the proposed project.

As shown in Figure 2‐
2, the project can be accessed via three full access driveways:
 Project Driveway 1 located at Railroad Avenue west of Depot Street; PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices T RAFFIC O PERATIONAL A NALYSIS
M AY 2023
M ADISON F LATS P ROJECT
C ITY OF R IVERSIDE , C ALIFORNIA

P:\GBC2201 Madison Flats\Technical Studies\Traffic\Madison Flats TOA.docx (05/25/23) 2‐2
 Project Driveway 2 located at Railroad Avenue between Winstrom Street and Madison Street; and
 Project Driveway 3 located at Railroad Avenue between Winstrom Street and Madison Street.

2.2 LIST OF CHAPTER 2.0 FIGURES
 Figure 2‐1: Regional and Project Location
 Figure 2‐2: Conceptual Site Plan Part 1 of 3
 Figure 2‐3: Conceptual Site Plan Part 2 of 3
 Figure 2‐4: Conceptual Site Plan Part 3 of 3
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices ÄÆ91
Project Location
Madison Flats Project
Traffic Operations Analysis
Regional and Project LocationSOURCE: ESRI Streetmap, 2021; Google Earth, 2019 P:\GBC2201 Madison Flats\Technical Studies\Traffic\GIS\Reports\fig2-1_Reg_ProjLoc.mxd (1/10/2023) FIGURE 2-1
S!!N
0 1000 2000
FEET
LEGEND
Project Site
San
Bernardino
County
Riverside
CountyOrange
County
ÃÃ330
ÃÃ38
ÃÃ71
ÃÃ74
ÃÃ210
ÃÃ60
ÃÃ91 Project
Location §¨¦
215
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10 §¨¦
15 Project Vicinity
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Xref .\ls_01_Madison Affordable.dwg
5PROJECT
DRIVEWAY 1
36'28'
8'
50'
SOURCE: MCG Architecture, August 2022
P:\GBC2201 Madison Flats\Technical Studies\Traffic\GIS\Reports\fig2_SitePlan.dwg (5/18/2023) Figure 2-2
Conceptual Site Plan Part 1 of 3
Madison Flats Project
Traffic Operations Analysis
LEGEND
Study Area Intersection
FEET
03570
Parking Restriction of 50 Feet
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Xref .\ls_01_Madison Affordable.dwg

PROJECT
DRIVEWAY 2

PROJECT
DRIVEWAY 3
167 36'28'
8'
SOURCE: MCG Architecture, August 2022
P:\GBC2201 Madison Flats\Technical Studies\Traffic\GIS\Reports\fig2_SitePlan.dwg (5/18/2023) Figure 2-3
Conceptual Site Plan Part 2 of 3
Madison Flats Project
Traffic Operations Analysis
LEGEND
Study Area Intersection
FEET
03570
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices

PROJECT
DRIVEWAY 2

PROJECT
DRIVEWAY 3
674 36'28'
8'
420'
SOURCE: MCG Architecture, August 2022
P:\GBC2201 Madison Flats\Technical Studies\Traffic\GIS\Reports\fig2_SitePlan.dwg (5/18/2023) Figure 2-4
Conceptual Site Plan Part 3 of 3
Madison Flats Project
Traffic Operations Analysis
LEGEND
Study Area Intersection
FEET
03570
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices T RAFFIC O PERATIONAL A NALYSIS
M AY 2023
M ADISON F LATS P ROJECT
C ITY OF R IVERSIDE , C ALIFORNIA

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3.0 ANALYSIS METHODOLOGY AND CRITERIA

3.1 LEVEL OF SERVICE DEFINITIONS
LOS can be characterized for the whole intersection, by each intersection approach, and by each lane group. Control delay alone is used to characterize LOS for the entire intersection. Control delay quantifies the increase in travel time due to the traffic signal control and is a surrogate measure of driver discomfort and fuel consumpt ion.

A complete description of the meaning of LOS can be found in the Transportation Research Board Special Report 209, Highway Capacity Manual (HCM). The HCM establishes LOS A through F for intersections. A description of LOS for signalized and unsignalized intersections is summarized in Table 3‐A. A description of LOS for roadway segments is summarized in Table 3‐B.

Table 3‐C shows the LOS criteria for
unsignalized and signalized intersections. Table 3‐D summarizes the LOS criteria used to evaluate roadway segments based on the daily capacity for each functional classification pursuant to the City’s TIA Guidelines. The daily traffic volumes represent the tot al vehicles (both directions) traveling on a roadway segment within 24 hours.

For all study area intersections, the Highway Capacity Manual 6th Edition (HCM 6) analysis methodologies were used to determine intersection LOS. Intersection LOS was calculated using the Synchro 11 software, which uses the HCM 6 methodologies.

3.2 LEVEL OF SERVICE PROCEDURES AND CRITERIA
Study intersections and roadway segments analyzed in this report are under the jurisdiction of the City of Riverside. The City uses LOS D as its minimum level of service criterion for intersections of Collector or higher classification streets. For all other intersections, the City uses LOS C as its minimum level of service criterion.

For projects in which the proposed uses or intensities are above those containe d in the General
Plan, operational improvements are required at study intersections within the City when the addition of project trips causes either the intersection peak hour LOS to degrade from acceptable (LOS A through D) to unacceptable level s (LOS E or F) or the peak hour delay to increase from “without project” to “with project” as follows:
 LOS A/B by 10.0 seconds;
 LOS C by 8.0 seconds;
 LOS D by 5.0 seconds;
 LOS E by 2.0 seconds; and
 LOS F by 1.0 second.

As stated in the City’s TIA Guidelines, operational improvements at roadway segments are required when either the addition of project‐related trips causes the roadway segment LOS to degrade from acceptable (LOS A through D) to unacceptable levels (LOS E or F) or when the roadway segment is PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices T RAFFIC O PERATIONAL A NALYSIS
M AY 2023
M ADISON F LATS P ROJECT
C ITY OF R IVERSIDE , C ALIFORNIA

P:\GBC2201 Madison Flats\Technical Studies\Traffic\Madison Flats TOA.docx (05/25/23) 3‐2
operating at an unacceptable LOS in the no project scenario and the addition of project trips causes the volume‐to‐capacity (V/C) ratio to increase by more than 5 percent.

3.3 LIST OF CHAPTER 3.0 TABLES
 Table 3‐A: Intersection Level of Service Definitions
 Table 3‐B: Roadway Segment Level of Service Definitions  Table 3‐C: Level of Service Criteria for Unsignalized and Signalized Intersections  Table 3‐D: Roadway Segment Capacity and Levels of Service PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices T RAFFIC O PERATIONAL A NALYSIS
M AY 2023
M ADISON F LATS P ROJECT
C ITY OF R IVERSIDE , C ALIFORNIA

P:\GBC2201 Madison Flats\Technical Studies\Traffic\Madison Flats TOA.docx (05/25/23) 3‐3
Table 3‐A: Intersection Level of Service Definitions
LOS Description
A
Traffic operations with a control delay of 10 seconds per vehicle or less and a volume‐to‐capacity ratio no greater than 1.0. 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 LOS A is the result of favorable pr ogression, most vehicles arrive during the green indication and travel through the intersection without stopping.

B
Traffic operations with control delay between 10 seconds per vehicle and 20 seconds per vehicle and a volume‐ to‐capacity ratio no greater than 1.0. This level is typically 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.

C
Traffic operations with control delay between 20 and 35 seconds per vehicle and a volume‐to‐capacity ratio no greater than 1.0. 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 the 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.

D
Traffic operations with control delay between 35 and 55 seconds per vehicle and a volume‐to‐capacity ratio no greater than 1.0. 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.

E
Traffic operations with control delay between 55 and 80 seconds per vehicle and a volume‐to‐capacity ratio no greater than 1.0. This level is typically assigned when volume‐to‐capacity ratio is high, progression is unfavorable, and the cycle length is long. Individual cycle failures are frequent.

F
Traffic operations with control delay exceeding 80 seconds per vehicle or a volume‐to‐capacity ratio greater than

1.0. 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.

Source: Highway Capacity Manual (6th Edition)

Table 3‐B: Roadway Segment Level of Service Definitions LOS Description
A
Describes primarily free‐flow operation. Vehicles are completely unimpeded in their ability to maneuver within the traffic stream. Control Delay at the boundary intersection is minimal. The travel speed exceeds 80% of the base free‐flow speed, and the volume‐to‐capacity ratio is no greater than 1.0.

B
Describes reasonably unimpeded operation. The ability to maneuver within the traffic stream is only slightly restricted, and control delay at the boundary is not significant. The travel speed is between 67% and 80% of the base free‐flow speed, and the volume‐to‐capacity ratio is no greater than 1.0.

C
Describes stable operation. The ability to maneuver and change lanes at mid‐segment locations may be more restricted than at LOS B. Longer queues at the boundary intersection may contribute to lower travel speeds. The travel speed is between 50% and 67% of the base free‐flow speed, and the volume‐to‐capacity rati o is no greater than 1.0.

D
Indicates a less stable condition in which small increases in flow may cause substantial increases in delay and decreases in travel speed. This operation may be due to adverse signal progression, high volume, or inappropriate signal timing at the boundary intersections. The travel speed is between 40% and 50% of the base free‐flow spe ed, and the volume‐to‐capacity ratio is no greater than 1.0.

E
Characterized by unstable operation and significant delay. Such operations may be due to some combination of adverse progression, high volume, and inappropriate signal timing at the boundary intersections. The travel speed is between 30% and 40% of the base free‐flow speed, and the volume‐to‐capacity ratio is no greater than 1.0.

F
Characterized by flow at extremely low speed. Congestion is likely occurring at the boundary intersections, as indicated by high delay and extensive queuing. The travel speed is between 30% or less of the base free‐flow speed, and the volume‐to‐capacity ratio is greater than 1.0.

Source: Highway Capacity Manual (6th Edition)
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices T RAFFIC O PERATIONAL A NALYSIS
M AY 2023
M ADISON F LATS P ROJECT
C ITY OF R IVERSIDE , C ALIFORNIA

P:\GBC2201 Madison Flats\Technical Studies\Traffic\Madison Flats TOA.docx (05/25/23) 3‐4

Table 3‐C: Level of Service Criteria for Unsignalized and Signalized Intersections Level of
Service
Unsignalized Intersection Average Delay per
Vehicle (sec.)
Signalized Intersection Average Delay per
Vehicle (sec.)
A < 10 < 10
B > 10 and < 15 > 10 and < 20
C > 15 and < 25 > 20 and < 35
D > 25 and < 35 > 35 and < 55
E > 35 and < 50 > 55 and < 80
F > 50 > 80
Source: Highway Capacity Manual (6th Edition)

Table 3‐D: Roadway Segment Capacity and Levels of Service Type of Roadway
Level of Service
C D E
Local 2,500–2,799 2,800–3,099 3,100+
Collector (66’ or 80’) 9,900–11,199 11,200–12,499 12,500+ Arterial1 14,400–16,199 16,200–17,999 18,000+
Arterial (88’) 16,800–19,399 19,400–21,199 22,000+
Arterial (100’) 26,200–29,599 29,600–32,999 33,000+
Arterial (120’) 38,700–44,099 44,100–49,499 49,500+
Arterial (144’) 50,600–57,799 57,800–64,999 65,000+
Source: City of Riverside Public Works Department Traffic Impact Analysis Guidelines for Vehicle Miles Traveled and Level of Service Assessment, July 2020.
1 Two‐lane roadways designated as future arterials that conform to arterial design standards for vertical and horizontal alignments are analyzed as arterials.

PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices T RAFFIC O PERATIONAL A NALYSIS
M AY 2023
M ADISON F LATS P ROJECT
C ITY OF R IVERSIDE , C ALIFORNIA

P:\GBC2201 Madison Flats\Technical Studies\Traffic\Madison Flats TOA.docx (05/25/23) 4‐1

4.0 EXISTING CONDITIONS

4.1 STUDY AREA
Based on the City’s TIA Guidelines, the TOA is required to analyze all intersections of Collector or higher classification streets where the project would contribute 50 or more peak hour trips, along with intersections identified by City staff. Study intersections and roadway segments considered for the analysis were finalized during the TOA Scoping Agreement process.

4.1.1 Study Intersections
Intersections analyzed in this study and their jurisdictions are as follows:

1. Winstrom Street/Railroad Avenue (Riverside);

2. Madison Street/Indiana Avenue (Riverside);

3. Madison Street/Casa Blanca Street (Riverside);

4. Madison Street/Railroad Avenue (Riverside);

5. Project Driveway 1/Railroad Avenue (Riverside);

6. Project Driveway 2/Railroad Avenue (Riverside); and

7. Project Driveway 3/Railroad Avenue (Riverside).

Figure 4‐1 illustrates the locations of all
study intersections.

4.1.2 Roadway Segments
Roadway segments analyzed in this study are as follows:

1. Railroad Avenue, west of Winstrom Street (Riverside);

2. Railroad Avenue, between Winstrom Street and Madison Street (Riverside);

3. Madison Street, between Indiana Avenue and Railroad Avenue (Riverside); and

4. Madison Street, between Railroad Avenue and Evan Street (Riverside).

4.2 EXISTING ROADWAY NETWORK
This section provides a description of the circulation network within the study area. Figure 4‐2 illustrates existing plus project study intersection geometrics and traffic control. Within the City of Riverside, all major roadways are classified based on the Master Plan of Roadways provided in the Circulation and Community Mobility Element of the City of Riverside Gene ral Plan 2025 (General Plan). Figure 4‐3 illustrates the Master Plan of Roadways for the City. Table 4‐A summarizes the classifications and number of mid‐block arterial lanes for the roadway segments analyzed in the TOA. Following is a brief description of major roadways within the study area:
 Winstrom Street: Within the study
area, Winstrom Street serves as a local street but has no designation in the City’s General Plan. Therefore, for the purposes of this analysis, Winstrom PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices T RAFFIC O PERATIONAL A NALYSIS
M AY 2023
M ADISON F LATS P ROJECT
C ITY OF R IVERSIDE , C ALIFORNIA

P:\GBC2201 Madison Flats\Technical Studies\Traffic\Madison Flats TOA.docx (05/25/23) 4‐2
Street has been considered as a local street. Between Indiana Avenue and Railroad Avenue, Winstrom Street is a two‐lane, undivided road. There are no bike facilities along either direction for this segment. However, there is provision for on‐street parking on both sides for this segment.
 Madison Street: Within the study area, Madison Street is designated as an 88‐foot Arterial in the City’s General Plan. Between Indiana Avenue and Railroad Avenue, Madison Street is a four‐ lane divided arterial with a two‐way‐left‐turn‐lane (TWLTL) median. Between Railroad Avenue and Evans Street, Madison Street is a two‐lane raised median divided arterial. There are no bike facilities along either direction for both segments. There is also no provision for on‐street parking on either side for both segments.
 Indiana Avenue: Within the study area, Indiana Avenue is designated as an 88‐foot Arterial in the City’s General Plan. West of Madison Str eet, Indiana Avenue is a four‐lane undivided arterial. East of Madison Street, Indiana Avenue is a four‐lane divided arterial with a TWLTL median. There are no bike facilities along either direction for both segments. There is provision for on‐street parking on one side for both segments.
 Casa Blanca
Street: Within the study area, Casa Blanca Street serves as a local street but has no designation in the City’s General Plan. Therefore, for the purposes of this analysis, Casa Blanca Street has been considered as a local street. Between Jefferson Street and Madison Street, Ca sa Blanca Street is a two‐lane, undivided road. There are no bike facilities along either direction for this segment. However, there is provision for on‐street parking on both sides for this segment.  Railroad Avenue: Within the study area, Railroad Avenue serves as a local street but has no designation in the City’s
General Plan. Therefore, for the purposes of this analysis, Railroad Avenue has been considered as a local street. Between Ricca Street and Madison Street, Railroad Avenue is a two‐lane, undivided road. There are no bike facilities along either direction for this segment. However, there is provision for on‐street parking on both sides for this segment.
 Evans Street: Within the study area, Evans Street serves as a local street but has no designation in the City’s General Plan. Therefore, for the purposes of this analysis, Evans Street has been considered as a local street. Between Jefferson Street and Madison Street, Evans Stree t is a two‐ lane, undivided road. There are no bike facilities along either direction for this segment.

However, there is provision for on‐street parking on both sides for this segment.

4.3 EXISTING BICYCLE, PEDESTRIAN, AND TRANSIT FACILITIES

4.3.1 Bicycle Facilities
The City of Riverside promotes bicycling for recreation and mobility. Bicycling can be a viable alternative to local work commutes and offers children a healthy way to get to school. To facilitate and encourage bicycle trips, the City has adopted a Active Transportation Plan that includes a network of proposed facilities and a three‐tier project prioritization for the recommended improvements. The Pedestrian Target Safeguarding Plan, Active Transportation Plan, Complete Streets Ordinance, and Trails Master Plan (PACT) (adopted December 2021) provides an updated PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices T RAFFIC O PERATIONAL A NALYSIS
M AY 2023
M ADISON F LATS P ROJECT
C ITY OF R IVERSIDE , C ALIFORNIA

P:\GBC2201 Madison Flats\Technical Studies\Traffic\Madison Flats TOA.docx (05/25/23) 4‐3
inventory of all bicycle infrastructure and non‐infrastructure improvements implemented between 2012 and 2020 within the City of Riverside. The Active Transportation Plan also provides an updated list of recommended bicycle improvements, including a new network of proposed bicycle facilities.

According to the City’s PACT: Active Transportation Plan, the bikeway network within the City is classified into four cate
gories: Class I – Shared Use Paths, Class II – Bicycle Lanes, Class III – Bicycle Routes/Boulevard, and Class IV ‐ Separated Bikeways. Class I shared use paths are paved trails completely separated from the street. Class II bicycle lanes are striped preferential lanes on the roadway for one‐way bicycle travel, in
which some of these lanes include a striped buffer on one or both sides to increase separation from the travel lane and/or parked cars. Class III bicycle routes are signed routes where cyclists share a travel lane with motor vehicle traffic, in which some ro utes include shared lane markings or “sharrows”. Class IV separated bikeways are on‐street bicycle facilities that are physically separated from motor vehicle traffic by a vertical element or barrier, such as a curb, bollards, or vehicle parking aisle. This allows for one‐ or two‐way travel on one or both sides of the roadway.

As part of the City’s Bikeway Network, a Class II Bike Lane exists ne ar the project study area on
Jefferson Street. A Class III Bicycle Boulevard has been proposed to be added along Madison Street within the study area. A Class II Bike Lane has been proposed near the project study area on Lincoln Avenue. Figure 4‐4 illustrates the existing and proposed bikeways within the City of Riverside.

4.3.2 Pedestrian Facilities
The implementation of enhanced pedestrian linkage with a comprehensive trails system links residential areas, schools, parks, and commercial centers so that residents can travel within the community without driving. Safe and attractive sidewalks and walkways improve the walkability of the City. Citywide, sidewalks should generally be provided on both sides of the streets. Additi onally, standard paved trails and non‐standard unpaved trails are frequently used by bicyclists and pedestrians in the City. Some trails are also available for equestrian riders. The existence of trails and sidewalks provides accessible facilities, provides safety features, and improves walkability in the City of Riverside.

According to the City’s PACT, the City’s system of trails can be a ccessed through sidewalks provided on Railroad Avenue and Madison Street. The nearest proposed primary corridor is currently located at the intersection of Madison Street and Victoria Avenue. Furthermore, paved sidewalks are provided on Depot Street, Winstrom Street, Indiana Avenue, Casa Blanca Street, and Evans Street, allowing for convenient pedestrian a
ccess to nearby neighborhoods, parks, and local retail. Figure 4‐ 5 illustrates the Master Plan of trails within the City.

4.3.3 Transit Facilities
Riverside Transit Agency (RTA) is the Consolidated Transportation Service Agency for western Riverside County and is responsible for coordinating transit services throughout the approximately 2,500‐square‐mile service area. RTA provides both local and regional services throughout the region with 33 fixed routes, five CommuterLink Express routes, and Dial‐A‐Ride services using 334 vehicles.

PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices T RAFFIC O PERATIONAL A NALYSIS
M AY 2023
M ADISON F LATS P ROJECT
C ITY OF R IVERSIDE , C ALIFORNIA

P:\GBC2201 Madison Flats\Technical Studies\Traffic\Madison Flats TOA.docx (05/25/23) 4‐4
RTA local bus Route 14 operates within the study area. Route 14 has stops on Indiana Avenue providing connections to the Galleria at Tyler, Downtown Riverside, Hunter Park Metrolink Station, and Loma Linda VA Hospital.

4.4 EXISTING TRAFFIC VOLUMES
Existing traffic volumes were developed based on traffic counts collected by Counts Unlimited on December 2022. Daily vehicle counts were collected for roadway segments, while a.m. and p.m. peak hour turning movement counts were collected at study intersections. Detailed count sheets are included in Appendix B.

Vehicle classification counts were conducted at all study intersections. At these locations, counts were converted to Passenger Car Equivalent (PCE) volumes. The concept of PCEs accounts for the larger impact of trucks on traffic operations. It does so by assigning each type of truck a PCE factor that represents the number of passenger vehicles that could travel through an in tersection in the same time that a particular type of truck could. PCE volumes at study intersections were developed using a factor of 1.5 for 2‐axle trucks, 2.0 for 3‐axle trucks, and 3.0 for trucks with four or more axles.

Figure 4‐6 illustrates existing peak hour traffic volumes at study intersections. Tab le 4‐B summarizes the existing daily traffic volumes at study area roadway segments.

Detailed volume development worksheets are included in Appendix C.

4.5 EXISTING LEVELS OF SERVICE

4.5.1 Study Intersections
An intersection LOS analysis was conducted for existing conditions using the methodologies previously discussed. For all signalized intersections, existing signal timing sheets were obtained from City staff and the corresponding signal timings were included in the Synchro files. Table 4‐C summarizes the results of this analysis and shows that the following intersection is currently operating at a defici
ent LOS under existing conditions:

2. Madison Street/Indiana Avenue (p.m. peak hour only).

All other intersections are operating at a satisfactory LOS. Signal timing sheets are included in Appendix B. Detailed Level of Service Worksheets are included in Appendix D.

4.5.2 Roadway Segments
A roadway segment LOS analysis was conducted for existing conditions using the methodologies previously discussed. Table 4‐D summarizes the results of this analysis and shows that all roadway segments currently operate at a satisfactory LOS.

4.6 LIST OF CHAPTER 4.0 FIGURES AND TABLES
 Figure 4‐1: Study Area Intersections
 Figure 4‐2: Existing Plus Project Study Intersection Geometrics and Traffic Control PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices T RAFFIC O PERATIONAL A NALYSIS
M AY 2023
M ADISON F LATS P ROJECT
C ITY OF R IVERSIDE , C ALIFORNIA

P:\GBC2201 Madison Flats\Technical Studies\Traffic\Madison Flats TOA.docx (05/25/23) 4‐5
 Figure 4‐3: City of Riverside Master Plan of Roadways  Figure 4‐4: City of Riverside Existing/Proposed Bikeways  Figure 4‐5: City of Riverside Trail Corridors
 Figure 4‐6: Existing Peak Hour Traffic Volumes
 Table 4‐A: City of Riverside General Plan Roadway Segment Classification  Table 4‐B: Existing Roadway Segment Daily Traffic Volumes  Table 4‐C: Existing Intersection Levels of Service
 Table 4‐D: Existing Roadway Segment Levels of Service PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices

MADISON STREET

RAILROAD AVENUE

INDIANA AVENUE

WINSTROM STREET
ÄÆ91

CASA BLANCA STREET
1 2
3 4
5 6
7 SOURCE: ESRI Streetmap, 2021
P:\GBC2201 Madison Flats\Technic
al Studies\Traffic\GIS\Reports\ArcGIS Pro\Fig4-1_Intersections.aprx (1/25/2023) FIGURE 4-1
Madison Flats Project
Traffic Operations Analysis
Study Area Intersections
0 150 300
FEET
LEGEND
Study Area Intersection
Project Location
Project Driveways
PROJECT DRIVEWAY 1
PROJECT DRIVEWAY 2
PROJECT DRIVEWAY 3
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices 1234 5
67 FIGURE 4‐2
Legend
Signal Madison Flats Project
Stop Sign Traffic Operations Analysis
 Project Features Existing with Project Study Intersection Geometrics and Traffic Control 
Winstrom St/Railroad Ave Madison St/Indiana Ave Madison St/Casa Blanca St-Home Depot Dwy-Splash Exp Dwy Madison St/Railroad Ave





Project Driveway 1/Railroad Ave
Project Driveway 2/Railroad Ave Project Driveway 3/Railroad Ave 








 

P:\GBC2201 Madison Flats\Technical Studies\Traffic\g30_Geo_NP+WP.xlsx\Figure (2/16/2023) PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices S O U R C E : C i t y o f R i v e r s i d e G e n e r a l P l a n C i r c u l a Ɵ o n E l e m e n t .

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P R O J E C T S I T E
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices SOURCE: City of Riverside PACT, December 2021
P:\GBC2201 Madison Flats\Technical Studies\Traﬃc\GIS\Reports\ﬁg4-4_Bike_Network.ai (3/15/2023) FIGURE 4-4
City of Riverside Exis�ng/Proposed Bikeways
Madison Flats Project
Traﬃc Operational Analysis

BIKEWAY RECOMMENDATIONS
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City Boundaries
Ward Boundaries
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Class I & II Bike Lane/Path
Class II Bike Lane
Class II Buﬀered Bike Lane
Class III Bike Route
Class III Bicycle Boulevard
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Map produced by Alta Planning + Design August 2019. Data Sources: SCAG, City of Riverside, Riverside County. Baselayer Credits: ESRI, Airbus DS, USGS, NASA, CGIAR, N Robinson, NCEAS, NLS, OS< NMA, Geodatastyrelsen, Rijkswaterstaat, GSA, Geoland, FEMA, Intermap, and the GIS user community.

PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices MILE
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$) * $"(0 "7&
800% 3%
1* &3$& 45
5) 45
4* &33"7* 45" "7&
,"/ 4"4 "7&
."35* /
-6 5) &3
,* / ( #-7%
(0-%&/ "7&
+6 36 1" "7&
$0-& "7&
"3-* / (50/ "7&
03"/ (& 45
& "-&44"/ %30 #-7%
5) 45
"-&44"/ %30 #-7%
."3,&5 45
#30$,50/ "7&#"/ %* / *
"7&
03"/ (&
5&33"$& 1,:
53"6 58&* / 3%
.* 44* 0/(307& 1,:
."(/ 0-* "
40/ 03" 1-
36 5-"/ % "7&
1-"$&/ 5* " -/
%6 ''&3* / "7&
215
21560
91 SOURCE: City of Riverside PACT, December 2021
P:\GBC2201 Madison Flats\Technical Studies\Traﬃc\GIS\Reports\ﬁg4-5_Trails_03-15-2023.ai (3/15/2023) FIGURE 4-5
City of Riverside Trail Corridors
Madison Flats Project
Traﬃc Operational Analysis
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices  273 / 326
 9 / 3  211 / 221
 13 / 19   34 / 48   9 / 18
6 / 3  139 / 195    3 / 3   14 / 5 
7 / 8  277 / 380  9 / 11 
42 / 69 
12345
 22 / 22  22 / 22
13 / 24  13 / 24 
67 FIGURE 4‐6
XXX / YYY
AM / PM Peak Hour Trips Madison Flats Project
Driveway Traffic Operations Analysis
Existing Peak Hour Traffic Volumes
1 / 3
6 / 16
177 / 97
Project Driveway 2/Railroad
Avenue
Project Driveway 3/Railroad
Avenue
41 / 58
387 / 465
Winstrom Street/Railroad
Avenue Madison Street/Indiana Avenue Madison St/Casa Blanca St- Home Depot Dwy-Splash Exp Madison Street/Railroad Avenue Project Driveway 1/Railroad Avenue
7 / 3
445 / 437
12 / 11
327 / 552
244 / 237
29 / 31
375 / 501
Future Intersection
Future Intersection Future Intersection
P:\GBC2201 Madison Flats\Technical Studies\Traffic\z30_Vol_Existing.xlsx\Figure (2/16/2023) PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Existing Condition Functional
Roadway # Segment Number of Lanes Jurisdiction Classification1 1 West of Winstrom Street 2 City of Riverside Local (66')2 2 Between Winstrom Street and Madison Street 2 City of Riverside Local (66')2 3 Between Indiana Avenue and Railroad Avenue 4 City of Riverside Arterial (88') 4 Between Railroad Avenue and Evan Street 2 City of Riverside Arterial (88') Notes:

Madison Street
Table 4‐A ‐ Roadway Segment Classification
Railroad Avenue
1Classifications for all segments have been obtained from the City of Riverside General Plan Circulation and Community Mobility Element Master Plan of Roadways. 2City of Riverside General Plan Circulation and Community Mobility Element Master Plan of Roadways does not have a roadway classification for this segment. Therefore, a roadway classification of Local (66') was assumed.

P:\GBC2201 Madison Flats\Technical Studies\Traffic\xRoadway.xlsx\Classification (2/16/2023) PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Existing
Roadway # Segment AD T
1 West of Winstrom Street 385
2 Between Winstrom Street and Madison Street 460
3 Between Indiana Avenue and Railroad Avenue 12,186
4 Between Railroad Avenue and Evan Street 12,221
Table 4‐B ‐ Existing Roadway Segment Daily Traffic Volumes Railroad Avenue
Madison Street
P:\GBC2201 Madison Flats\Technical Studies\Traffic\xRoadway.xlsx\Existing (2/16/2023) PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Delay Delay
Intersection Jurisdiction Control (sec.) LOS (sec.) LOS 1 . Winstrom Street/Railroad Avenue City of Riverside C OWSC¹ 8.8 A 8.8 A 2 . Madison Street/Indiana Avenue City of Riverside D Signal 53.8 D 55.7 E * 3 . Madison Street/Casa Blanca Street‐Home Depot Driveway‐Splash Exp Driveway City of Riverside D TWSC 8.1 A 10.2 B 4 . Madison Street/Railroad Avenue City of Riverside D OWSC 11.0 B 13.2 B 5 . Project Driveway 1/Railroad Avenue City of Riverside C ‐ 6 . Project Driveway 2/Railroad Avenue City of Riverside C ‐ 7 . Project Driveway 3/Railroad Avenue City of Riverside C ‐ Notes:
*
1 OWSC = One‐Way Stop Control; TWSC = Three‐Way Stop Control; LOS = Level of Service Delay = Average control delay in seconds (For OWSC/TWSC intersections, reported delay is for worst‐case lane).

Exceeds LOS Standard
This intersection is currently an uncontrolled T‐intersection, for the purpose of this analysis the intersection will be analyzed as an OWSC.

Table 4‐C ‐ Existing Intersection Levels of Service
A.M. Peak Hour P.M. Peak Hour
Without Project
LOS
Standard
Does Not Exist Does Not Exist
Does Not Exist
Does Not Exist
Does Not Exist
Does Not Exist
P:\GBC2201 Madison Flats\Technical Studies\Traffic\LOS.xlsx\2022 Exist LOS (2/16/2023) PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Roadway Daily V/C
Capacity2
Volume Ratio LOS
Segments on Railroad Avenue
1 . West of Winstrom Stree t City of Riverside Local (66') 2 3,399 385 0.11 A 2 . Between Winstrom Street and Madison Street City of Riverside Local (66') 2 3,399 460 0.14 A Segments on Madison Street
3 . Between Indiana Avenue and Railroad Avenue City of Riverside Arterial (88') 4 22,999 12,186 0.53 A 4 . Between Railroad Avenue and Evan Street City of Riverside Arterial (88') 2 19,799 12,221 0.62 B Notes:

LOS = Level of Service
* Exceeds LOS Standard
1 2
3 Roadway classification has been obtained from the City of Riverside General Plan Circulation and Community Mobility Element Master Plan of Roadways.

Roadway capacitiy has been obtained from the City of Riverside Traffic Impact Analysis Guidelines for Vehicle Miles Traveled and Level of Service Assessment (dated July 2020).

Operational deficiency determined based on the criteria included in the City of Riverside Traffic Impact Analysis Guidelines for Vehicle Miles Traveled and Level of Service Assessment (dated July 2020).

Table 4‐D ‐ Existing Roadway Segment Levels of Service
Roadway Segment Jurisdiction General Plan Roadway
Classification1
Existing Number
of Lanes
Without Project
P:\GBC2201 Madison Flats\Technical Studies\Traffic\xRoadway LOS.xlsx\Existing (2/16/2023) PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices T RAFFIC O PERATIONAL A NALYSIS
M AY 2023
M ADISON F LATS P ROJECT
C ITY OF R IVERSIDE , C ALIFORNIA

P:\GBC2201 Madison Flats\Technical Studies\Traffic\Madison Flats TOA.docx (05/25/23) 5‐1

5.0 PROJECT TRAFFIC

5.1 PROJECT TRIP GENERATION
The trip generation for the proposed project was developed using rates from the Institute of Transportation Engineers (ITE) Trip Generation Manual (11th Edition) for Land Use 252 – “Senior Adult Housing – Multifamily” and Land Use 220 – “Multifamily Housing (Low‐Rise) Not Close to Rail Transit.” Table 5‐A summarizes the project trip generation and shows the proposed project will generate 610 daily trips, with 52 trips occurring during the a.m. peak hour and 59 trips occurring during the p.m
. peak hour.

5.2 PROJECT TRIP DISTRIBUTION AND ASSIGNMENT
The distribution of project trips was developed by examining the regional roadway network, and the location of employment and commercial centers, in relation to the proposed project. Project trip distribution at the driveways was developed by taking into consideration the location of the residential buildings and the adjacent project driveways. As such, the project trip distri bution was approved through the City’s scoping agreement process. Figure 5‐1 illustrates the project trip distribution. The project trip assignment is the product of the project trip generation and trip distribution percentages. Figure 5‐2 illustrates the project trip assignment.

5.3 LIST OF CHAPTER 5.0 FIGURES AND TABLES
 Figure 5‐1: Project Trip Distribution
 Figure 5‐2: Project Trip Assignment
 Table 5‐A: Project Trip Generation
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices  (5%)
 25%  10%   25%
(25%)    (70%)  5% 
(20%) 
12345
 25%
 25%  65%
(25%)  (25%) 
5% 
67 FIGURE 5‐1
XXX% (YYY%)
Inbound (Outbound) Trip Distribution Madison Flats Project Driveway Traffic Operations Analysis
Project Trip Distribution
60%
Winstrom Street/Railroad
Avenue Madison Street/Indiana Avenue
(10%)
70%
70%
5%
(60%)
20%
(5%)
(70%)
Madison St/Casa Blanca St-
Home Depot Dwy-Splash Exp Madison Street/Railroad Avenue Project Driveway 1/Railroad Avenue
(25%)
(5%)
Project Driveway 2/Railroad
Avenue
Project Driveway 3/Railroad
Avenue
(65%)
P:\GBC2201 Madison Flats\Technical Studies\Traffic\z30_Dist.xlsx\Figure (1/25/2023) PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices  2 / 1
 4 / 9  1 / 4   4 / 9
10 / 6    27 / 16  1 / 2 
8 / 5 
12345
 4 / 9
 4 / 9  9 / 23
10 / 6  10 / 6 
1 / 2 
67 FIGURE 5‐2
XX / YY
AM / PM Peak Hour Trips Madison Flats Project
Driveway Traffic Operations Analysis
Project Trip Assignment
1 / 2
Project Driveway 2/Railroad
Avenue
Project Driveway 3/Railroad
Avenue
2 / 1
23 / 14
4 / 2
Winstrom Street/Railroad
Avenue Madison Street/Indiana Avenue Madison St/Casa Blanca St- Home Depot Dwy-Splash Exp Madison Street/Railroad Avenue 2 / 1
10 / 6
Project Driveway 1/Railroad
Avenue
3 / 7
10 / 25
10 / 25
25 / 15
8 / 22
27 / 16
P:\GBC2201 Madison Flats\Technical Studies\Traffic\z30_Assign.xlsx\Figure (1/25/2023) PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Land U s e I nO u t T o t a l I nO u t T o t a l
Lot A ‐ Senior Residential 76 DU
Trips/Unit1

0.07 0.13 0.20 0.14 0.11 0.25 3.24
Trip G e n e r a t i o n 51 0 1 5 1 181 9 2 4 6
Lot B ‐ Family Residential 45 DU
Trips/Unit2

0.20 0.62 0.82 0.56 0.33 0.89 8.09
Trip G e n e r a t i o n 9 2 83 72 51 54 0 3 6 4
Net Trip Generation 14 38 52 36 23 59 610
Notes:

DU = Dwelling Units
2 Fitted curve equation rates from the ITE Trip Generation Manual (11th Edition), Land Use 220 ‐ "Multifamily Housing (Low‐Rise) Not Close to Rail Transit", Setting/Location ‐ "General Urban/Suburban." 1 Rates from the Institute of Transportation Engineers (ITE) Trip Generation Manual (11th Edition), Land Use 252 ‐ "Senior Adult Housing ‐ Multifamily", Setting/Location ‐ "General Urban/Suburban." Table 5‐A ‐ Project Trip Generation
A.M. Peak Hour P.M. Peak Hour DailyUnits
P:\GBC2201 Madison Flats\Technical Studies\Traffic\Trip Gen.xlsx\Trip Gen (2/16/2023) PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices T RAFFIC O PERATIONAL A NALYSIS
M AY 2023
M ADISON F LATS P ROJECT
C ITY OF R IVERSIDE , C ALIFORNIA

P:\GBC2201 Madison Flats\Technical Studies\Traffic\Madison Flats TOA.docx (05/25/23) 6‐1

6.0 OPENING YEAR ANALYSIS

6.1 PROJECT DESIGN FEATURE
To improve safety for pedestrians, bicyclists, vehicular traffic, and all modes of transportation, the project will add stop controls at the following intersections as project design features:

5. Winstrom Street/Railroad Avenue (All‐Way Stop Control);

6. Project Driveway 1 (One‐Way Stop Control)/Railroad Avenue;

7. Project Driveway 2 (One‐Way Stop Control)/Railroad Avenue; and

8. Project Driveway 3 (One‐Way Stop Control)/Railroad
Avenue.

In addition, the project will add stop bars and stop legends at project driveways and additional speed limit signs along the project frontage on Railroad Avenue.

The current width of Railroad Avenue is 36 feet. Assuming an 8 feet wide parki ng space along the north and south side of Railroad Avenue, a 20 feet wide travel lane would be available for eastbound and westbound traffic which is the same as existing conditions. As such, there will be no changes required to the parking provisions along Railroad Avenue in front of the project.

6.2 OPENING YEAR (2025) WITHOUT PROJECT TRAFFIC VOLUMES As approved during the City’s scoping agreement process (Appendix A), traffic volumes for opening year without project conditions were developed by applying a growth of 2.0 percent per annum to existing traffic volumes and adding trips from approved and pending development projects near the study area. This methodology was applied for both study intersections and roadway segments.

Information
concerning cumulative projects in the vicinity of the proposed project was obtained from City staff. Figure 6‐1 illustrates the cumulative project locations. Trip generation for cumulative projects was developed using rates from the ITE Trip Generation Manual (11th Edition). Table 6‐A lists the cumulative projects included in this analysis and shows the cumulative projects are estimated to generate 76 PCE trips in the a.m. peak hour, 88 PCE trips in the p.m. peak hour, and 944 daily PCE trips.

Cumulative projects trips were assigned to the roadway network based on their locations in relation to surrounding land uses an
d regional arterials. Figure 6‐2 illustrates the total peak hour cumulative project trip assignment at study area intersections. Figure 6‐3 illustrates the peak hour traffic volumes at study intersections under opening year without project conditions. Table 6‐B summarizes opening year without project daily traffic volumes at study area roadways segment.

6.3 OPENING YEAR (2025) WITH PROJECT TRAFFIC VOLUMES
Opening year with project traffic volumes were developed by adding proposed project traffic to the opening year without project traffic volumes. Figure 6‐4 illustrates the opening year with project peak hour traffic volumes at study intersections. Table 6‐B summarizes opening year with project daily traffic at study area roadway segments.

Detailed volume development worksheets are included in App endix C.

PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices T RAFFIC O PERATIONAL A NALYSIS
M AY 2023
M ADISON F LATS P ROJECT
C ITY OF R IVERSIDE , C ALIFORNIA

P:\GBC2201 Madison Flats\Technical Studies\Traffic\Madison Flats TOA.docx (05/25/23) 6‐2

6.4 OPENING YEAR (2025) WITHOUT PROJECT LEVELS OF SERVICE

6.4.1 Study Intersections
Previously referenced Figure 4‐2 illustrates the with project study intersection geometrics and traffic control. An intersections LOS analysis was conducted for opening year without project conditions using the methodologies previously discussed. Table 6‐C summarizes the results of the analysis and shows that the following intersection is forecast to operate at an unsatisfactory LOS under opening year without project conditions,

2. Madison Stre
et/Indiana Avenue (p.m. peak hour only).

All other intersections are forecast to operate at a satisfactory LOS.

6.4.2 Roadway Segments
A roadway segment LOS analysis was conducted for opening year without project conditions using the methodologies previously discussed. Table 6‐D summarizes the results of this analysis and shows that all roadway segments are forecast to operate at a satisfactory LOS.

6.5 OPENING YEAR (2025) WITH PROJECT LEVELS OF SERVICE

6.5.1 Study Intersections
An intersection LOS analysis was conducted for opening year with project conditions using the methodologies previously discussed. Table 6‐C summarizes the results of the analysis and shows that the following intersection is forecast to operate at an unsatisfactory LOS under opening year with project conditions,

2. Madison Street/Indiana Avenue (both a.m. and p.m. peak hour).

This intersection is forecast to operate at an unsatisfa ctory LOS even under opening year without
project conditions for the p.m. peak hour. Therefore, the project would contribute to the forecast deficiency at this intersection. As such, improvements would be required at this intersection.

All other intersections are forecast to oper ate at a satisfactory LOS under opening year with project conditions. Detailed Level of Service Worksheets are included in Appendix D.

6.5.2 Roadway Segments
A roadway segment LOS analysis was conducted for opening year with project conditions using the methodologies previously discussed. Table 6‐D summarizes the results of this analysis and shows that all roadway segments are forecast to operate at a satisfactory LOS.

6.6 LIST OF CHAPTER 6.0 FIGURES AND TABLES
 Figure 6‐1: Cumulative Projects Locations
 Figure 6‐2: Cumulative Projects Trip Assignment
 Figure 6‐3: Opening Year (2025) without Project Peak Hour Traffic Volumes PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices T RAFFIC O PERATIONAL A NALYSIS
M AY 2023
M ADISON F LATS P ROJECT
C ITY OF R IVERSIDE , C ALIFORNIA

P:\GBC2201 Madison Flats\Technical Studies\Traffic\Madison Flats TOA.docx (05/25/23) 6‐3
 Figure 6‐4: Opening Year (2025) with Project Peak Hour Traffic Volumes  Table 6‐A: Cumulative Projects Trip Generation
 Table 6‐B: Opening Year (2025) Roadway Segment Daily Traffic Volumes  Table 6‐C: Opening Year (2025) Intersection Levels of Service  Table 6‐D: Opening Year (2025) Roadway Seg ment Levels of Service

PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices

MAGNOLIA AVENUE
ÄÆ91

JEFFERSON STREET

MADISON STREET

INDIANA AVENUE

VICTORIA STREET

ADAMS STREET
7 1
2 6
5 4
3 SOURCE: Google Earth, 2019; ESRI Streetmap, 2021
P:\GBC2201 Madison Flats\T
echnical Studies\Traffic\GIS\Reports\ArcGIS Pro\Fig6_Cumulative Project Location.aprx (12/1/2022) FIGURE 6-1
Madison Flats Project
Traffic Operational Analysis
Cumula
tive Projects Locations
0 700 1400
FEET
LEGEND
Cumulative Projects Locations
Project Site
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices  2 / 1 
7 / 9  
0 / 2 
12345
67 FIGURE 6‐2
XX / YY
AM / PM Peak Hour Trips Madison Flats Project
Driveway Traffic Operations Analysis
Cumulative Projects Trip Assignment
Project Driveway 2/Railroad
Avenue
Project Driveway 3/Railroad
Avenue
1 / 1
Winstrom Street/Railroad
Avenue Madison Street/Indiana Avenue Madison St/Casa Blanca St- Home Depot Dwy-Splash Exp Madison Street/Railroad Avenue Project Driveway 1/Railroad Avenue
1 / 2
1 / 2
1 / 2
1 / 1
10 / 10
1 / 2
P:\GBC2201 Madison Flats\Technical Studies\Traffic\z30_Assign_Cumulative.xlsx\Figure (1/25/2023) PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices  289 / 346
 10 / 3  226 / 235
 14 / 20   36 / 51   9 / 19
6 / 3  154 / 216    3 / 3   15 / 5 
7 / 8  294 / 405  10 / 12 
45 / 73 
12345
 24 / 23  24 / 23
13 / 25  13 / 25 
67 FIGURE 6‐3
XXX / YYY
AM / PM Peak Hour Trips Madison Flats Project
Driveway Traffic Operations Analysis
Opening Year (2025) without Project Peak Hour Traffic Volumes 31 / 33
399 / 532
259 / 251
7 / 3
473 / 465
13 / 12
348 / 587
Project Driveway 1/Railroad
Avenue
Project Driveway 2/Railroad
Avenue
Project Driveway 3/Railroad
Avenue
43 / 61
411 / 494
Winstrom Street/Railroad
Avenue Madison Street/Indiana Avenue Madison St/Casa Blanca St- Home Depot Dwy-Splash Exp Madison Street/Railroad Avenue 1 / 3
6 / 17
198 / 113
Future Intersection
Future Intersection Future Intersection
P:\GBC2201 Madison Flats\Technical Studies\Traffic\z30_Vol_OY‐NP.xlsx\Figure (2/16/2023) PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices  289 / 346
 12 / 4  226 / 235  9 / 19
 18 / 29   37 / 55    4 / 9
6 / 3  154 / 216     30 / 19   15 / 5 
17 / 14  294 / 405  18 / 17  1 / 2 
45 / 73 
12345
 28 / 32
 28 / 32  9 / 23
23 / 31  23 / 31 
1 / 2 
67 FIGURE 6‐4
XXX / YYY
AM / PM Peak Hour Trips Madison Flats Project
Driveway Traffic Operations Analysis
Opening Year (2025) with Project Peak Hour Traffic Volumes 1 / 3
7 / 19
198 / 113
Project Driveway 2/Railroad
Avenue
Project Driveway 3/Railroad
Avenue
2 / 1
43 / 61
434 / 508
Winstrom Street/Railroad
Avenue Madison Street/Indiana Avenue Madison St/Casa Blanca St- Home Depot Dwy-Splash Exp Madison Street/Railroad Avenue 2 / 1
10 / 6
Project Driveway 1/Railroad
Avenue
10 / 10
473 / 465
10 / 25
23 / 37
348 / 587
25 / 15
259 / 251
35 / 35
407 / 554
27 / 16
P:\GBC2201 Madison Flats\Technical Studies\Traffic\z30_Vol_OY‐WP.xlsx\Figure (1/26/2023) PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices In Out Total In Out Total

1. 3150 Adams Street
Automobile Sales (New)1 6.558 TSF
Trips/Unit 1.36 0.50 1.86 0.97 1.45 2.42 27.8 4
Trip Generation 9 3 12 6 10 16 183

2. 8101 Auto Drive
Automobile Sales (New)1 3.504 TSF
Trips/Unit 1.36 0.50 1.86 0.97 1.45 2.42 27.8 4
Trip Generation 527358 9 8

3. 8001 Auto Drive
Automobile Sales (New)1 6.287 TSF
Trips/Unit 1.36 0.50 1.86 0.97 1.45 2.42 27.8 4
Trip Generation 9 3 12 6 9 15 175

4. 3100 Jefferson Street
Warehousing2,3 150.000 TSF
Total Truck Trip Generation 448538 7 9
Auto Trips 14 4 18 5 14 19 177
Truck PCE Trips 10 11 21 13 8 21 198
Total PCE Trip Generation 24 15 39 18 22 40 375

5. 2523 Jefferson Street
Single‐Family Detached Housing4 2D U
Trips/Unit 0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 011112 1 9

6. 7410 Mt. Vernon Avenue
Multifamily Housing (Low‐Rise) Not Close to Rail Transit5 6D U Trips/Unit 0.10 0.30 0.40 0.32 0.19 0.51 6.74
Trip Generation 123213 4 0

7. 7434 Diamond Street
Church6 7.078 TSF
Trips/Unit 0.20 0.12 0.32 0.22 0.27 0.49 7.60
Trip Generation 112224 5 4
Net Passenger Vehicle Trip Generaton 39 16 55 25 42 67 746 Gross Truck Trip Generation (in PCE) 10 11 21 13 8 21 198 Total Net Trip Generation (in PCE) 49 27 76 38 50 88 944 Notes:

DU = Dwelling Units; TSF = Thousand Square Feet
1 Rates from Institute of Transportation Engineers (ITE) Trip Generation Manual, (11 th Edition) Land Use ‐ "Automobile Sales (New)" , Setting/Location ‐ 'General Urban/Suburban'. 2 Rates from ITE Trip Generation Manual, (11th Edition), Land Use 150 ‐ "Warehousing" , Setting/Location ‐ 'General Urban/Suburban'. 3 4
Rates from ITE Trip Generation Manual, (11th Edition), Land Use 210 ‐ "Single‐Family Detached Housing" , Setting/Location ‐ 'General Urban/Suburban'. 5 Rates from ITE Trip Generation Manual, (11th Edition), Land Use 220 ‐ "Multifamily Housing (Low‐Rise) Not Close to Rail Transit" , Setting/Location ‐ 'General Urban/Suburban'. 6 Rates from ITE Trip Generation Manual, (11th Edition), Land Use 560 ‐ "Church" , Setting/Location ‐ 'General Urban/Suburban'.

PR‐2021‐001234
PR‐2021‐001200
P17‐0627 P17‐0628
The truck mix percentages were obtained from South Coast Air Quality Management District (SCAQMD) recommendations for warehousing projects. As such, The truck mix was considered as 6.8% 2‐ axle trucks, 5.5% 3‐axle trucks, and 18.7% 4 or more axle trucks.

PR‐2021‐000933
PR‐2021‐001221
PR‐2021‐001131
PR‐2022‐001328
Table 6‐A ‐ Cumulative Projects Trip Generation
Project
No. Land Use/Builder/Applicant/Project Name Units
A.M. Peak Hour P.M. Peak Hour Daily
P:\GBC2201 Madison Flats\Technical Studies\Traffic\Cumulative Projects.xlsx\Trip Gen Cumulative (2/16/2023) PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Opening Opening
Cumulative Year (2025) Year (2025)
Existing 2022 ‐ 2025 Projects Without Project Project With Project Roadway # Segment ADT Growth Trips ADT Trips ADT
1 West of Winstrom Street 385 23 0 408 152 560
2 Between Winstrom Street and Madison Street 460 28 0 488 550 1,038 3 Between Indiana Avenue and Railroad Avenue 12,186 731 60 12,977 428 13,405 4 Between Railroad Avenue and Evan Street 12,221 733 60 13,014 122 13,136 Table 6‐B ‐ Opening Year (2025) Roadway Segment Daily Traffic Volumes Railroad Avenue
Madison Street
P:\GBC2201 Madison Flats\Technical Studies\Traffic\xRoadway.xlsx\OY 2025 (2/16/2023) PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices A.M. Peak Hour P.M. Peak Hour
Increase Increase
Delay Delay Delay Delay in Delay in Delay Improvement Intersection Jurisdiction Control (sec.) LOS (sec.) LOS Control (sec.) LOS (sec.) LOS (sec.) (sec.) Required? 1 . Winstrom Street/Railroad Avenue City of Riverside C OWSC¹ 8.8 A 8.8 A AWS C 7.1 A 7.2 A ‐1.7 ‐1.6 No 2 . Madison Street/Indiana Avenue City of Riverside D Signal 55.0 D 58.6 E * Signal 55.1 E * 58.7 E * 0.1 0.1 Yes 3 . Madison Street/Casa Blanca Street‐Home Depot Driveway‐Splash Exp Driveway City of Riverside D TWS C 11.0 B 11.0 B TWS C 12.5 B 11.5 B 1.5 0.5 No 4 . Madison Street/Railroad Avenue City of Riverside D OWSC 11.1 B 13.7 B OWSC 12.4 B 14.9 B 1.3 1.2 No 5 . Project Driveway 1/Railroad Avenue City of Riverside C ‐ OWSC 8.5 A 8.4 A ‐‐ No 6 . Project Driveway 2/Railroad Avenue City of Riverside C ‐ OWSC 8.8 A 8.8 A ‐‐ No 7 . Project Driveway 3/Railroad Avenue City of Riverside C ‐ OWSC 8.5 A 8.5 A ‐‐ No Notes:
*
1 Table 6‐C ‐ Opening Year (2025) Intersection Levels of Service Without Project With Project
A.M. Peak Hour P.M. Peak Hour A.M. Peak Hour P.M. Peak Hour LOS
Standard
Does Not Exist Does Not Exist
Delay = Average control delay in seconds (For OWSC/TWSC intersections, reported delay is for worst‐case lane).

Exceeds LOS Standard
This intersection is currently an uncontrolled T‐intersection, for the purpose of this analysis the intersection will be analyzed as an OWSC.

Does Not Exist Does Not Exist
Does Not Exist Does Not Exist
OWSC = One‐Way Stop Control; TWSC = Three‐Way Stop Control; LOS = Level of Service P:\GBC2201 Madison Flats\Technical Studies\Traffic\LOS.xlsx\2027 OY LOS (2/16/2023) PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Roadway Daily V/C Roadway Daily V/C
Capacity1
Volume Ratio LOS Capacity1
Volume Ratio LOS
Segments on Railroad Avenue
1 . West of Winstrom Street City of Riverside Local (66') 2 3,399 408 0.12 A 3,399 560 0.16 A 0.04 No 2 . Between Winstrom Street and Madison Street City of Riverside Local (66') 2 3,399 488 0.14 A 3,399 1,038 0.31 A 0.16 No Segments on Madison Street
3 . Between Indiana Avenue and Railroad Avenue City of Riverside Arterial (88') 4 22,999 12,977 0.56 A 22,999 13,405 0.58 A 0.02 No 4 . Between Railroad Avenue and Evan Street City of Riverside Arterial (88') 2 19,799 13,01 4 0.66 B 19,799 13,136 0.66 B 0.01 No Notes:

LOS = Level of Service
* Exceeds LOS Standard
1 2
3 Table 6‐D ‐ Opening Year (2025) Roadway Segment Levels of Service Roadway Segment Jurisdiction Classification1 Existing Number of Lanes
Without Project With Project
Roadway classification has been obtained from the City of Riverside General Plan Circulation and Community Mobility Element Master Plan of Roadways.

Roadway capacitiy has been obtained from the City of Riverside Traffic Impact Analysis Guidelines for Vehicle Miles Traveled and Level of Service Assessment (dated July 2020).

V/C Ratio
Difference
Project
Related
Operational
Deficiency3
P:\GBC2201 Madison Flats\Technical Studies\Traffic\xRoadway LOS.xlsx\OY (2027) (2/16/2023) PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices T RAFFIC O PERATIONAL A NALYSIS
M AY 2023
M ADISON F LATS P ROJECT
C ITY OF R IVERSIDE , C ALIFORNIA

P:\GBC2201 Madison Flats\Technical Studies\Traffic\Madison Flats TOA.docx (05/25/23) 7‐1

7.0 CUMULATIVE ANALYSIS

7.1 CUMULATIVE (2045) WITHOUT PROJECT TRAFFIC VOLUMES
The Riverside County Transportation Model (RIVCOM) was used to develop cumulative (2045) traffic volumes. The methodology used to develop cumulative traffic volumes is consistent with the National Cooperative Highway Research Program (NCHRP) as well as local procedures for post‐ processing of modeled traffic volumes. The methodology was applied to both study intersections and roadway segments.

Figure 7‐
1 illustrates cumulative without project peak hour traffic volumes at study intersections.

Table 7‐A summarizes cumulative without project daily traffic volumes at study area roadway segments.

7.2 CUMULATIVE (2045) WITH PROJECT TRAFFIC VOLUMES
Cumulative with project traffic volumes were developed by adding proposed project traffic to the cumulative without project traffic volumes.

Figure 7‐2 illustrates cumulative with project peak hour traffic volumes at study intersections.

Previously referenced Table 7‐A summarizes cumulative with project daily traffic volumes at study area roadway segments.

Detailed volume development worksheets are included in App endix C.

7.3 CUMULATIVE (2045) WITHOUT PROJECT LEVELS OF SERVICE

7.3.1 Study Intersections
An intersection LOS analysis was conducted for cumulative without project conditions using the methodologies previously discussed. Table 7‐B summarizes the results of the analysis and shows that the following intersection is forecast to operate at an unsatisfactory LOS under cumulative year without project conditions,

2. Madison Street/Indiana Avenue (both a.m. and p.m. peak hour).

All other inte
rsections are forecast to operate at a satisfactory LOS.

7.3.2 Roadway Segments
A roadway segment LOS analysis was conducted for cumulative without project conditions using the methodologies previously discussed. Table 7‐C summarizes the results of this analysis and shows that all roadway segments are forecast to operate at a satisfactory LOS.

7.4 CUMULATIVE (2045) WITH PROJECT LEVELS OF SERVICE

7.4.1 Study Intersections
An intersection LOS analysis was conducted for cumulative with project conditions using the methodologies previously discussed. Table 7‐B summarizes the results of the analysis and shows PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices T RAFFIC O PERATIONAL A NALYSIS
M AY 2023
M ADISON F LATS P ROJECT
C ITY OF R IVERSIDE , C ALIFORNIA

P:\GBC2201 Madison Flats\Technical Studies\Traffic\Madison Flats TOA.docx (05/25/23) 7‐2
that the following intersection is forecast to operate at an unsatisfactory LOS under cumulative with project conditions,

2. Madison Street/Indiana Avenue (both a.m. and p.m. peak hour).

This intersection is forecast to operate at an unsatisfactory LOS even under cumulative without project conditions. Therefore, the project would contribute to the forecasted deficien cy at this intersection. As such, improvements would be required at this intersection.

All other intersections are forecast to operate at a satisfactory LOS under cumulative with project conditions. Detailed Level of Service Worksheets are included in Appendix D.

7.4.2 Roadway Segments
A roadway segment LOS analysis was conducted for cumulative with project conditions using the methodologies previously discussed. Table 7‐C summarizes the results of this analysis and shows that all roadway segments are forecast to operate at a satisfactory LOS.

7.5 LIST OF CHAPTER 7.0 FIGURES AND TABLES
 Figure 7‐1: Cumulative (2045) without Project Peak Hour Traffic Volumes  Figure 7‐2: Cumulative (2045) with Project Peak Hour Traffic Volumes  Table 7‐A: Cumulative (2045) Roadway Segment Daily Traffic Volumes  Table 7‐B: Cumulative (2045) Intersection Levels of Service  Table 7‐C: Cumulative (2045) Roadway Segment Levels of Service PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices  303 / 363
 11 / 4  237 / 252
 15 / 22   40 / 56   11 / 21
7 / 4  162 / 227    4 / 4   17 / 6 
8 / 9  324 / 425  12 / 13 
52 / 80 
12345
 26 / 26  26 / 26
16 / 28  16 / 28 
67 FIGURE 7‐1
XXX / YYY
AM / PM Peak Hour Trips Madison Flats Project
Driveway Traffic Operations Analysis
Cumulative (2045) without Project Peak Hour Traffic Volumes 1 / 4
7 / 19
208 / 115
Project Driveway 2/Railroad
Avenue
Project Driveway 3/Railroad
Avenue
65 / 68
488 / 503
Winstrom Street/Railroad
Avenue Madison Street/Indiana Avenue Madison St/Casa Blanca St- Home Depot Dwy-Splash Exp Madison Street/Railroad Avenue Project Driveway 1/Railroad Avenue
9 / 3
591 / 488
14 / 13
365 / 676
272 / 262
50 / 34
419 / 608
Future Intersection
Future IntersectionFuture Intersection
P:\GBC2201 Madison Flats\Technical Studies\Traffic\z30_Vol_zCumul‐NP.xlsx\Figure (2/16/2023) PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices  303 / 363
 13 / 5  237 / 252  11 / 21
 19 / 31   41 / 60    4 / 9
7 / 4  162 / 227     31 / 20   17 / 6 
18 / 15  324 / 425  20 / 18  1 / 2 
52 / 80 
12345
 30 / 35
 30 / 35  9 / 23
26 / 34  26 / 34 
1 / 2 
67 FIGURE 7‐2
XXX / YYY
AM / PM Peak Hour Trips Madison Flats Project
Driveway Traffic Operations Analysis
Cumulative (2045) with Project Peak Hour Traffic Volumes 1 / 4
8 / 21
208 / 115
Project Driveway 2/Railroad
Avenue
Project Driveway 3/Railroad
Avenue
2 / 1
65 / 68
511 / 517
Winstrom Street/Railroad
Avenue Madison Street/Indiana Avenue Madison St/Casa Blanca St- Home Depot Dwy-Splash Exp Madison Street/Railroad Avenue 2 / 1
10 / 6
Project Driveway 1/Railroad
Avenue
12 / 10
591 / 488
10 / 25
24 / 38
365 / 676
25 / 15
272 / 262
54 / 36
427 / 630
27 / 16
P:\GBC2201 Madison Flats\Technical Studies\Traffic\z30_Vol_zCumul‐WP.xlsx\Figure (1/26/2023) PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Cumulative (2045) Cumulative (2045)
Without Project Project With Project
Roadway # Segment ADT Trips ADT
1 West of Winstrom Street 445 152 597
2 Between Winstrom Street and Madison Street 532 550 1,082 3 Between Indiana Avenue and Railroad Avenue 14,115 428 14,543 4 Between Railroad Avenue and Evan Street 14,150 122 14,272 Railroad Avenue
Madison Street
Table 7‐A ‐ Cumulative (2045) Roadway Segment Daily Traffic Volumes P:\GBC2201 Madison Flats\Technical Studies\Traffic\xRoadway.xlsx\Cumulative (2045) (2/16/2023) PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices A.M. Peak Hour P.M. Peak Hour
Increase Increase
Delay Delay Delay Delay in Delay in Delay Improvement Intersection Jurisdiction Control (sec.) LOS (sec.) LOS Control (sec.) LOS (sec.) LOS (sec.) (sec.) Required? 1 . Winstrom Street/Railroad Avenue City of Riverside C OWSC¹ 8.8 A 8.9 A AWS C 7.1 A 7.2 A ‐1.7 ‐1.7 No 2 . Madison Street/Indiana Avenue City of Riverside D Signal 55.6 E * 60.9 E * Signal 55.6 E * 61.1 E * 0.0 0.2 Yes 3 . Madison Street/Casa Blanca Street‐Home Depot Driveway‐Splash Exp Driveway City of Riverside D TWS C 14.6 B 13.9 B TWS C 17.0 C 15.1 C 2.4 1.2 No 4 . Madison Street/Railroad Avenue City of Riverside D OWSC 11.5 B 15.0 B OWSC 13.0 B 16.4 C 1.5 1.4 No 5 . Project Driveway 1/Railroad Avenue City of Riverside C ‐ OWSC 8.5 A 8.4 A ‐‐ No 6 . Project Driveway 2/Railroad Avenue City of Riverside C ‐ OWSC 8.8 A 8.9 A ‐‐ No 7 . Project Driveway 3/Railroad Avenue City of Riverside C ‐ OWSC 8.5 A 8.5 A ‐‐ No Notes:
*
1 Table 7‐B ‐ Cumulative (2045) Intersection Levels of Service Without Project With Project
A.M. Peak Hour P.M. Peak Hour A.M. Peak Hour P.M. Peak Hour LOS
Standard
OWSC = One‐Way Stop Control; TWSC = Three‐Way Stop Control; LOS = Level of Service Delay = Average control delay in seconds (For OWSC/TWSC intersections, reported delay is for worst‐case lane).

Exceeds LOS Standard
This intersection is currently an uncontrolled T‐intersection, for the purpose of this analysis the intersection will be analyzed as an OWSC.

Does Not Exist Does Not Exist
Does Not Exist Does Not Exist
Does Not Exist Does Not Exist
P:\GBC2201 Madison Flats\Technical Studies\Traffic\LOS.xlsx\2045 Cumulative LOS (2/16/2023) PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Roadway Daily V/C Roadway Daily V/C
Capacity1
Volume Ratio LOS Capacity1
Volume Ratio LOS
Segments on Railroad Avenue

1. W e s t of Winstrom Street City of Riverside Local (66') 2 3,399 445 0.13 A 3,399 597 0.18 A 0.04 No

2. B e t w e e n Winstrom Street and Madison Street City of Riverside Local (66') 2 3,399 532 0.16 A 3,399 1,082 0.32 A 0.16 No Segments on Madison Street

3. B e t w e e n Indiana Avenue and Railroad Avenue City of Riverside Arterial (88') 4 22,999 14,115 0.61 A 22,999 14,543 0.63 B 0.02 No

4. B e t w e e n Railroad Avenue and Evan Street City of Riverside Arterial (88') 2 19,799 14,150 0.71 C 19,799 14,272 0.72 C 0.01 No Notes:

LOS = Level of Service
* Exceeds LOS Standard
1 2
3 Table 7‐C ‐ Cumulative (2045) Roadway Segment Levels of Service Roadway Segment Jurisdiction Classification1 Existing Number of Lanes
Without Project With Project
Roadway classification has been obtained from the City of Riverside General Plan Circulation and Community Mobility Element Master Plan of Roadways.

Roadway capacitiy has been obtained from the City of Riverside Traffic Impact Analysis Guidelines for Vehicle Miles Traveled and Level of Service Assessment (dated July 2020).

Operational deficiency determined based on the criteria i ncluded in the City of Riverside Traffic Impact Analysis Guidelines for Vehicle Miles Traveled and Level of Service Assessment (dated July 2020).

V/C Ratio
Difference
Project
Related
Operational
Deficiency3
P:\GBC2201 Madison Flats\Technical Studies\Traffic\xRoadway LOS.xlsx\Cumulative (2045) (2/16/2023) PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices T RAFFIC O PERATIONAL A NALYSIS
M AY 2023
M ADISON F LATS P ROJECT
C ITY OF R IVERSIDE , C ALIFORNIA

P:\GBC2201 Madison Flats\Technical Studies\Traffic\Madison Flats TOA.docx (05/25/23) 8‐1

8.0 QUEUING ANALYSIS
An intersection and driveway queuing analysis were requested by City staff during the scoping agreement process to ensure that adequate queuing is provided at project driveways and adjacent intersections. In case queuing deficiencies are identified, the project would need to alleviate potential queuing issues. As such, the queuing analysis was performed at the following five intersection/d
riveways/railroad tracks:

4. Madison Street/Railroad Avenue;

5. Project Driveway 1/Railroad Avenue;

6. Project Driveway 2/Railroad Avenue; and

7. Project Driveway 3/Railroad Avenue.

Table 8‐A lists the available turn‐pocket storage lengths and summarizes the 95th percentile back‐of‐ queue lengths at the five study intersections under existing, opening year, and cumulative without and with project conditions. Intersection queues at stop‐controlled intersections were reported from SimTraffic.

As shown in Table 8‐A, Table 8‐B, and Table 8‐C, queues for all the approaches do not exceed the available turn‐pocke
t storage length under the existing scenario nor forecasted to exceed the available turn‐pocket storage length under the opening year and cumulative without and with project scenarios, respectively. As such, it is not forecasted that there will be any queuing deficiencies that will negatively affect traffic operations.

8.1 LIST OF CHAPTER 8.0 TABLES
 Table 8‐A: Existing Intersection and Driveway Queuing Analysis  Table 8‐B: Opening Year (2025) Intersection and Driveway Queuing Analysis  Table 8‐C: Cumulative (2045) Intersection and Driveway Queuing Analysis PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Intersection AM PM

4. Madison Street/Railroad Avenue NBL 45 0 0
OWSC SBR 140 0 0
EBLR3 420 35 25

5. Project Driveway 1/Railroad Avenue NBLR ‐
WBTL ‐
EBTR ‐

6. Project Driveway 2/Railroad Avenue NBLR ‐
WBTL ‐
EBTR ‐

7. Project Driveway 3/Railroad Avenue NBLR ‐
WBTL ‐
EBTR ‐
Notes:
ft/ln = feet per lane
EB = Eastbound; WB = Westbound; NB = Northbound; SB = Southbound L = Left; R = Right
Bold = Queue exceeds available storage.
1 Storage length for all movements obtained from Google Earth measurements and conceptual site plan. 2 3
Table 8‐A ‐ Existing Intersection and Driveway Queuing Analysis Storage Length1
(ft/ln)
Existing
Movement
Storage length measured from EB stop bar to Project Driveway 3.

All queues reported are 95th percentile queues. Queues for unsignalized intersections have been taken from SimTraffic.

Without Project2
Intersection
Does Not Exist
Intersection
Does Not Exist
Intersection
Does Not Exist
P:\GBC2201 Madison Flats\Technical Studies\Traffic\Intersection Queue.xlsx (6/7/2023) PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Intersection AM PM AM PM

4. Madison Street/Railroad Avenue NBL 45 15 0 15 15
OWSC SBR 1 4 0 0000
EBLR3 420 35 35 40 45

5. Project Driveway 1/Railroad Avenue NBLR ‐ 35 20
OWSC WBTL ‐ 00
EBTR ‐ 00

6. Project Driveway 2/Railroad Avenue NBLR ‐ 25 15
OWSC WBTL ‐ 00
EBTR ‐ 00

7. Project Driveway 3/Railroad Avenue NBLR ‐ 45 40
OWSC WBTL ‐ 15 0
EBTR ‐ 00
Notes:
ft/ln = feet per lane
EB = Eastbound; WB = Westbound; NB = Northbound; SB = Southbound L = Left; R = Right
Bold = Queue exceeds available storage.
1 Storage length for all movements obtained from Google Earth measurements and conceptual site plan. 2 3
Table 8‐B ‐ Opening Year (2025) Intersection and Driveway Queuing Analysis Storage Length1
(ft/ln)
Opening Year (2025)
Without Project2 With Project 2
Movement
Storage length measured from EB stop bar to Project Driveway 3.

All queues reported are 95th percentile queues. Queues for unsignalized intersections have been taken from SimTraffic.

Intersection
Does Not Exist
Intersection
Does Not Exist
Intersection
Does Not Exist
P:\GBC2201 Madison Flats\Technical Studies\Traffic\Intersection Queue.xlsx (6/7/2023) PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Intersection AM PM AM PM

4. Madison Street/Railroad Avenue NBL 45 10 15 35 20
OWSC SBR 1 4 0 0000
EBLR3 420 35 35 40 50

5. Project Driveway 1/Railroad Avenue NBLR ‐ 35 40
OWSC WBTL ‐ 01 5
EBTR ‐ 00

6. Project Driveway 2/Railroad Avenue NBLR ‐ 10 0
OWSC WBTL ‐ 00
EBTR ‐ 00

7. Project Driveway 3/Railroad Avenue NBLR ‐ 40 45
OWSC WBTL ‐ 00
EBTR ‐ 00
Notes:
ft/ln = feet per lane
EB = Eastbound; WB = Westbound; NB = Northbound; SB = Southbound L = Left; R = Right
Bold = Queue exceeds available storage.
1 Storage length for all movements obtained from Google Earth measurements and conceptual site plan. 2 3 Storage length measured from EB stop bar to Project Driveway 3.

Movement
All queues reported are 95th percentile queues. Queues for unsignalized intersections have been taken from SimTraffic.

Table 8‐C ‐ Cumulative (2045) Intersection and Driveway Queuing Analysis Storage Length1
(ft/ln)
Cumulative (2045)
Without Project2 With Project 2
Intersection
Does Not Exist
Intersection
Does Not Exist
Intersection
Does Not Exist
P:\GBC2201 Madison Flats\Technical Studies\Traffic\Intersection Queue.xlsx (6/7/2023) PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices T RAFFIC O PERATIONAL A NALYSIS
M AY 2023
M ADISON F LATS P ROJECT
C ITY OF R IVERSIDE , C ALIFORNIA

P:\GBC2201 Madison Flats\Technical Studies\Traffic\Madison Flats TOA.docx (05/25/23) 9‐1

9.0 SITE ACCESS ANALYSIS

9.1 INTERSECTION SIGHT DISTANCE
Per request of City staff, a sight distance analysis was conducted at the project driveways along Railroad Avenue to evaluate safe access in and out of the project. Sight distance is the length of the visible roadway a driver can see approaching vehicles before their line of sight is blocked by any object. For purposes of thi
s analysis, only the stopping sight distance and corner sight distance have been evaluated. That is because those are the only two sight distance issues that would affect safe maneuver of ingress/egress traffic from the project driveway.

According to the Caltrans Highway Design Manual (HDM) (dated July 2020), the stopping sight distance is the min
imum sight distance along a roadway required to allow a driver to decrease their speed from the design speed to a complete stop. The corner sight distance is the minimum sight distance in which a driver at a stop‐controlled approach can see oncoming traffic on the maj or street to safely maneuver onto the roadway.

The stopping sight distance was evaluated on the local street abutting the project (i.e., Railroad Avenue). The posted speed limit on Railroad Avenue is 25 mph. For purposes of this analysis, the posted speed limit has been considered as the design speed. As stated in Table 201.1 of the HDM, the mini
mum stopping distance is 150 feet for a design speed of 25 mph. Therefore, the minimum stopping sight distance for the project driveways have been considered as 150 feet.

As for corner sight distance, Section 405.1 of the HDM states that corner sight distance requirements are not applicable for urban driveways unless signalized. However, as a conservative approach, a corner sight distance was also evaluated for the project driveways. At the project driveways, the minimum corner sight distance was based on design speed, time gap and type of vehicles from the minor road (project driveway) to enter the major road (Railroad Avenue). Based
on the requirements established in the HDM, it was determined that a minimum corner sight distance of 280 feet would be required for the project driveway. Since the corner sight distance required at the project driveways would be greater than the stop ping sight distance (280 feet compared to 150 feet), a sight triangle figure was created using corner sight distance as a conservative approach.

As illustrated in Figure 9‐1, the proposed Project Driveway 1 would not achieve adequate corner sight distance (and therefore stopping sight distance) for vehicles approaching the drivewa y in the eastbound direction or for project traffic trying to exit using this driveway. However, the project would be adding an all way stop control at this driveway as a project design feature, which will help alleviate the sight distance concern.

As illustrated in Figures 9‐2 and Figure 9‐3, the proposed Project Driveway 2 and Project Driveway 3 would achieve adequate corner sight distance and therefore stopping sight distance.

PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices T RAFFIC O PERATIONAL A NALYSIS
M AY 2023
M ADISON F LATS P ROJECT
C ITY OF R IVERSIDE , C ALIFORNIA

P:\GBC2201 Madison Flats\Technical Studies\Traffic\Madison Flats TOA.docx (05/25/23) 9‐2

9.2 BICYCLE, PEDESTRIAN, AND TRANSIT ACCESSIBILITY

9.2.1 Bicycle Accessibility
As part of the City’s Bikeway Network, a Class II Bike Lane has been added to both directions of Jefferson Street near the study area. A Class II Bike Lane is proposed along Lincoln Avenue near the study area. A Class III Bicycle Boulevard is also proposed along Madison Street within the study area.

Since there is a plan
ned Class III Bicycle Boulevard, it is anticipated that the majority of bicyclists will access the project site from Madison Street and Jefferson Street through Railroad Avenue.

9.2.2 Pedestrian Accessibility
Paved sidewalks are provided on both sides of Depot Street, Winstrom Street, Madison Street, Indiana Avenue, Casa Blanca Street, and Evans Street. The project will construct a paved sidewalk along the project frontage. As such, the project will improve pedestrian accessibility along Railroad Avenue. This network of sidewalks provides a direct and convenient access for residents traveling to and from their homes to nearby retail, transit, and parks. Therefore, the project is anticipated to provide adequate pedestrian safety for residents that will access the nearby amenities.

9.2.3 Transit Accessibility
RTA local bus Route 14 serves the study area by providing connections to the Galleria at Tyler, Downtown Riverside, Downtown Riverside, Hunter Park Metrolink Station, and Loma Linda VA Hospital. There are existing bus stops located at the intersections of Winstrom Street/Indiana Avenue and Madison Street/Indiana Avenue. Crosswalks for Indiana Avenue are provided at each of these bus stop locations for
safe access to the westbound route.

9.3 INTERNAL CIRCULATION
Figure 9‐4 illustrates how a typical passenger vehicle would be able to turnaround at the end of the drive aisle at the western end of the project site. Additionally for all trash pick‐up, the facilities/property management on site will wheel the trash bins out to Railroad Avenue on trash days for trash pick‐up. There
is a direct path through the parking lot area for these trash bins to be wheeled out to the street.

9.4 LIST OF CHAPTER 9.0 FIGURES
 Figure 9‐1: Intersection Sight Distance at Project Driveway 1  Figure 9‐2: Intersection Sight Distance at Project Driveway 2  Figure 9‐3: Intersection Sight Distance at Project Driveway 3  Figure 9‐4: Passenger Vehicle Turn‐Around Maneuver at Western Drive Aisle PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices 280'
280'
50'
SOURCE: MCG Architecture, August 2022
P:\GBC2201 Madison Flats\Technical Studies\Traffic\GIS\Reports\Site Distance\ISD.dwg (4/25/2023) Figure 9-1
Intersection Sight Distance at Project Driveway 1
Madison Flats Project
Traffic Operations Analysis
LEGEND
- Sight Distance Triangle
- Parking Restriction of 50 Feet
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices 280'280'
SOURCE: MCG Architecture, August 2022
P:\GBC2201 Madison Flats\Technical Studies\Traffic\GIS\Reports\Site Distance\ISD.dwg (5/18/2023) Figure 9-2
Intersection Sight Distance at Project Driveway 2
Madison Flats Project
Traffic Operations Analysis
LEGEND
- Sight Distance Triangle
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices 280'
280'
SOURCE: MCG Architecture, August 2022
P:\GBC2201 Madison Flats\Technical Studies\Traffic\GIS\Reports\Site Distance\ISD.dwg (4/25/2023) Figure 9-3
Intersection Sight Distance at Project Driveway 3
Madison Flats Project
Traffic Operations Analysis
LEGEND
- Sight Distance Triangle
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices SOURCE: MCG Architecture, August 2022
P:\GBC2201 Madison Flats\Technical Studies\Traffic\GIS\Reports\Site Distance\ISD.dwg (4/25/2023) Figure 9-4
Passenger Vehicle Turn-Around Maneuver at Western Drive Aisle Madison Flats Project
Traffic Operations Analysis
*Turn templates generated on AutoTURN Pro 11.0 using a Ford Expedition 2019.

PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices T RAFFIC O PERATIONAL A NALYSIS
M AY 2023
M ADISON F LATS P ROJECT
C ITY OF R IVERSIDE , C ALIFORNIA

P:\GBC2201 Madison Flats\Technical Studies\Traffic\Madison Flats TOA.docx (05/25/23) 10‐1

10.0 ACTIVE TRANSPORTATION AND PUBLIC TRANSIT ANALYSIS
According to the City’s TIA Guidelines, a significant impact occurs when a project conflicts with adopted plans, policies, or programs regarding active transportation or public transit facilities, or otherwise decreases the performance or safety of such facilities.

Based on the City’s PACT, adopted December 2021, at present, Class II Bike Lane have been added to both directions of Jeffers
on Street near the study area. A Class II Bike Lane is planned to be added along Lincoln Avenue near the study area. A Class III Bicycle Boulevard is planned to be added along Madison Street within the study area. As such, the project would not decrease the performan ce or safety of any existing or proposed bicycle facility.

According to the City of Riverside General Plan Circulation Element, sidewalks are generally provided on both sides of the streets. Additionally, standard paved trails and non‐standard unpaved trails are frequently used by bicyclists and pedestrians in the City. Accordin g to the City’s PACT, there is a proposed primary corridor on Victoria Avenue at the intersection with Madison Street. Although there are no current trails within the study area, paved sidewalks are provided on both sides of Depot Street, Winstrom Street, Madison Street, Indiana Avenue, Casa Blanca Street, and Evans Street. As prev
iously referenced, the project will construct a paved sidewalk along the project frontage along Railroad Avenue. As such, the project will improve the performance and safety of the existing and proposed pedestrian facilities.

RTA local bus Route 14 currently operates within the study area. Route 14 has connections to the Galleria at Tyler,
Downtown Riverside, Hunter Park Metrolink Station, and Loma Linda VA Hospital.

Route 14 has stops at the intersections of Winstrom Street/Indiana Avenue and Madison Street/Indiana Avenue. Crosswalks for Indiana Avenue are provided at each these bus stop locations for safe access to the westbound route.

The project does not conflict with any
existing or proposed bicycle, pedestrian, or public transit facilities. Therefore, the project can be considered to conform to all adopted policies, plans, or programs concerning these facilities and would not have a significant impact.

PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices T RAFFIC O PERATIONAL A NALYSIS
M AY 2023
M ADISON F LATS P ROJECT
C ITY OF R IVERSIDE , C ALIFORNIA

P:\GBC2201 Madison Flats\Technical Studies\Traffic\Madison Flats TOA.docx (05/25/23) 11‐1

11.0 CIRCULATION IMPROVEMENTS AND FUNDING SOURCES

11.1 RECOMMENDED IMPROVEMENTS
Based on the results of the LOS analysis, an improvement has been recommended at the study intersection where the project is forecast to create or contribute to operational deficiencies under opening year and cumulative conditions. Table 11‐A summarizes the recommended improvements for the study intersection for all analysis scenarios. Tables 11‐B and 11‐C summarize the post‐ improvement intersection levels of service under opening year and cumulative conditions, respectively.

As shown in Tables 11‐B and 11‐C, the intersection of Madison Street/Indiana Avenue is forecast to operate at a satisfactory LOS under the opening year and cumulative conditions with the recommended improvements.

11.2 FUNDING SOURCES AND MECHANISMS
Where there is a funding mechanism (fee program) for the recommended improvements, payment into the fee program may be considered sufficient project obligation to alleviate project‐related operational deficiencies. At study intersections where the project adds to or creates a forecast deficiency and there is no funding mechanism in place, the project is responsible for its fair shar e payment toward the implementation of the improvements.

11.2.1 TUMF Program
The underlying purpose of the Transportation Uniform Mitigation Fee (TUMF) program is “the need to establish a comprehensive funding source to mitigate the cumulative regional transportation impacts of new development on regional arterial highways.” As new development occurs in western Riverside County, the cumulative transportation impacts of this new development are reflected in increased demand for transportation infrast
ructure leading to decreased levels of service, increased delay and increased congestion on regional transportation facilities, and an overall decline in regional mobility. Therefore, the need to invest in additional transportation infrastructure to meet the increased travel demand and to sustain pre‐development traffic conditions to “keep traffic flowing” repr
esents the fundamental premise of the TUMF program.

11.2.2 Project Fair Share
In the absence of a fee program, the project shall pay its fair share of the cost required to offset operational deficiencies. Since the improvements at the intersection of Madison Street/Indiana Avenue is not covered under any fee program, the project’s fair share has been calculated based on project traffic as a percentage of total growth from existing to cumulative conditions. Previously referenced Table 11‐A summarizes the project’s fair share at the intersections.

11.3 LIST OF CHAPTER 11.0 TABLES
 Table 11‐A: Recommended Improvements for Intersections, Funding Mechanism, and Fair Share  Table 11‐B: Opening Year (2025) with Project with Improvements Intersection Levels of Service  Table 11‐C: Cumulative (2045) with Project with Improvements Intersection Levels of Service PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Improvements Improvements
Opening Year (2025) Cumulative (2045) Funding Covered by Covered by Fair Share Intersection with Project Improvements with Project Improvements Mechanism TUMF Fair Share Percentage2

2. M a d i s o n Street/Indiana Avenue Optimize signal timing (a.m. and p.m. peak hour) Optimize signal timing (a.m. and p.m. peak hour) Fair Share ‐ Optimize signal timings. 10.32% Notes:

TUMF refers to the Transportation Uniform Mitigation Fee Program. 1 2
Table 11‐A ‐ Recommended Improvements for Intersections, Funding Mechanism, and Fair Share Project Fair Share Percentage is the highest fair share value of the AM and PM peak hour when both peak hours require improvements, or only in the peak hour that require improvements.

The City does not have a fair share program, therefore, the project would need to discuss with City staff the appropriate mech anism for implementation of this improvement.

P:\GBC2201 Madison Flats\Technical Studies\Traffic\Improvements.xlsx\Int LOS MIT All (6/7/2023) PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Delay Delay Delay Delay
Intersection Jurisdiction Control (sec.) LOS (sec.) LOS Control (sec.) LOS (sec.) LOS 2 . Madison Street/Indiana Avenue City of Riverside D Signal 55.1 E * 58.7 E * Signal 53.6 D 54.7 D Notes:
*
OWSC = One‐Way Stop Control; TWSC = Three‐Way Stop Control; LOS = Level of Service Delay = Average control delay in seconds (For OWSC/TWSC intersections, reported delay is for worst‐case lane).

Exceeds LOS Standard
Table 11‐B ‐ Project Opening Year (2025) with Project Recommended Improvements Intersection Levels of Service With Project Without Improvements With Project With Improvements A.M. Peak Hour P.M. Peak Hour A.M. Peak Hour P.M. Peak Hour LOS
Standard
P:\GBC2201 Madison Flats\Technical Studies\Traffic\LOS.xlsx\2025 OY Mit (2/16/2023) PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Delay Delay Delay Delay
Intersection Jurisdiction Control (sec.) LOS (sec.) LOS Control (sec.) LOS (sec.) LOS 2 . Madison Street/Indiana Avenue City of Riverside D Signal 55.6 E * 61.1 E * Signal 51.5 D 54.9 D Notes:
*
Table 11‐C ‐ Cumulative (2045) with Project with Project Recommended Improvements Intersection Levels of Service With Project Without Improvements With Project With Improvements A.M. Peak Hour P.M. Peak Hour A.M. Peak Hour P.M. Peak Hour LOS
Standard
OWSC = One‐Way Stop Control; TWSC = Three‐Way Stop Control; LOS = Level of Service Delay = Average control delay in seconds (For OWSC/TWSC intersections, reported delay is for worst‐case lane).

Exceeds LOS Standard
P:\GBC2201 Madison Flats\Technical Studies\Traffic\LOS.xlsx\2045 Cumulative Mit (2/16/2023) PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices T RAFFIC O PERATIONAL A NALYSIS
M AY 2023
M ADISON F LATS P ROJECT
C ITY OF R IVERSIDE , C ALIFORNIA

P:\GBC2201 Madison Flats\Technical Studies\Traffic\Madison Flats TOA.docx (05/25/23) APPENDIX A

SCOPING AGREEMENT

PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Public Works Department
C19 "' . lrtl &_ lnnonm on
.. !. ~g.f. f_! .. ~-·-~·~ _gJy_?_!.~ ..... ?. .. ~ .. ?. .. F.?.! .. ~- 9. .. __ f_o r~· ····· ·· --·--··---···-·--··-··-----··----··--····- · · · · · ···j This scoping form shall be submit ted to the City of Riverside Traffic Engineering Division Project Ident ification:

Case Number:

Related Cases:

SP No.

EIR No.

GPA No.

CZ No.

Project Name :

Proiect Addres s:

Projec t Opening
Year:

Project
Desc ription:

Consultant: Developer :

Name:

Address:

Telephone:

Fax/ Email:

Scoping & Study Fees:

Fees to be mad e payable to "City of Riverside" and delivered to Land Developmen t.

City Hall 3rd Floor, 3900 Main Street, Riverside, CA 92522 1) Scoping Agreeme nt Fee (For all projects not screened from ana lysis): $271.00 2) TIA Review (For project s with both LOS & VMT analysis of any scale, or standa lone LOS ana lyses w ith over 100 vehicle trips per hour): $2671.02 3) TIA Review (For standalone VMT a nalysis, or stand alone LOS ana lyses with under 100 vehicle trips per hour): $1288 .20
36 3900 Main Street, Riverside, CA 92522 I Phone: (951) 826-53661 Riverside CA.gov Madison Flats Project
Construction of a 76 senior and 45 family residential dwelling units (apartments) on a 4.15-acre site. Consists of 100% affordable housing.

LSA Associates, Inc.
1500 Iowa Avenue, Suite 200
Riverside, CA 92507
951-781-9310
Gilbane Development Company
1100 North Glebe Road, Suite 1000
Arlington, VA 22201
703-312-7240
PR-2022-001434
02/17/2023
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Public Work s Department
Cit) o/. lrts &_ /111101•m io11
Trip Generat ion Informati on:

Trip Generation Data Source: ____ _
Current General Plan Land Use: Proposed General Plan Land Use:

Current Zoning:

Existing Trip Generati on
In
AM Trips
PM Trips
Trip Internalization:

Pass-By Allowance:

Out
D Yes
D Yes
Prop osed Zoning:

Total
D No
D No
Proposed Trip Generation
In Out
( __ %Trip Discount)
__ %Trip Discount)
Potential Screening Ch ecks
Total
Is your project screened from specif ic analyses in accordance with City Guideli nes? Is the project screened from LOS assessment? D Yes
37 3900 Main Street, Riverside, CA 92522 I Phone: (951) 826-53661 RiversideCA.gov X
0 0 0
0 0
0 36
14 38
23 59
52 X
X
R-1-7000 SFR
MDR
R-3-2000 MFR
ITE Trip Generation Manual (11th Edition)
Please see attached Table A
HDR
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Public Works Deportment
City vJ. lrts &... lnnol'Ut ion
LOS screening justification (see Page 6 of the guide lines): --- ------ Is the project screened from VMT assessment? 0 Yes
VMT screen ing justificat ion (see Pages 23-25 of the guidelines): _____ _ _ Leve l of Service Scoping
• Proposed Trip Distribution (Attac h Graphic for Detai led Distribution):

North South East West
3 3 3 3
• Attach list of Approved and Pending Projects that need to be conside red (provided by the lead agency and adjace nt agencies)
• Attach list of study intersections/roadway segmen ts
• Attach legible site plan
• Note othe r specific items to be addressed:
o Site access
o On-site circulation
o Parking
o Consistency with Plans support ing Bikes/Peds/Transit o Other ____ _ _ __ ~
• Date of Traffic Coun ts _ _ _ ____ _
• Attach proposed analysis scenarios (years plus proposed forecas ting approa c h) • Attach proposed phasing approa ch (if the project is phas ed) 3900 Main Street, Riverside, CA 92522 I Phone: (951) 826-53661 RiversideCA.gov 10070 20
November 2022
will be submitted summarizing the analysis results.

X
Project consists of 100% affordable housing. A separate VMT memorandum PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Public Works Department
City vftlr11 &. lnmwal ion
VMT Scop ing
For projects that are not screened , identify the following:
• Travel Demand Forecasting Model ________ _
• Attach WRCOG Screening VMT Assessment outpu t or describe why it is not appropriate for use
• Attach proposed Model Land Use Inputs and Assumed Conversion Factors (attach)
Specific Issues to be addressed in the Study (in addition to the standar d analysis described in the Guideline s) (To be filled out by the Public Works Traffic Engineering Division) 39 3900 Main Street , Riverside, CA 92522 I Phon e: (951) 826-5366 1 RiversideCA.gov RIVCOM

1. Queuing Analysis at Project Driveways, Railroad Avenue at Madison Street.

2. Sight Distance Analysis

3. Include detailed site plan which includes parking lane width, travel lane width, right of way, curb to curb width etc. in the report.

4. Add all-way stop control at Winstrom Street/Railroad Avenue. Install a stop bar, stop legend, and stop signs at the project driveways.

5. Add speed limit signs along project frontage on Railroad Avenue.

6. While this is not part of the traffic study process, it is strongly recommended that BNSF and CPUC shall be notified regarding the proposed project and that project should start the process soon.

PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices (P:\GBC2201 Madison Flats\Technical Studies\Traffic\Scoping Agreement\Madison Flats_Scoping Agreement.docx) 2/15/2023 Analysis Scenarios
The LOS analysis for the proposed project will be prepared to meet the requirements of the City.

The LOS analysis will address existing traffic conditions, future traffic forecasts, circulation deficiencies (if any), and circulation improvements. Therefore, traffic operations will be analyzed under the a.m. and p.m. peak hour at the study intersections and daily roadway condi tions for the study roadway segments. The analysis will be conducted for the following five scenarios:
 Existing Conditions;
 Opening Year without Project Conditions;
 Opening Year with Project Conditions;
 Cumulative (2045) without Project Conditions; and
 Cumulative (2045) with Project Conditions.

Study Area
The study area intersections are as follows:
 Project Driveway 1/Railroad Avenue;
 Winstrom Street/Railroad Avenue;
 Project Driveway 2/Railroad Avenue;
 Project Driveway 3/Railroad Avenue;
 Madison Street/Indiana Avenue;
 Madison Street/Casa Blanca Street; and
 Madison Street/Railroad Avenue.

The study area roadway segments are as follows:
 Railroad Avenue, west of Winstrom Street;
 Railroad
Avenue, between Winstrom Street and Madison Street;
 Madison Street, between Indiana Avenue and Railroad Avenue; and  Madison Street, between Railroad Avenue and Evan Street.

Traffic Counts and Volume Development Methodology
Traffic volumes for existing conditions will be developed using existing count data collected at study intersections and roadway segments. A growth rate of 2 percent per annum will be applied to the counts to develop opening year traffic volumes. Cumulative conditions traffic volumes will be developed using forecasted growth from Riverside County Transportation Model (RIVCOM). The PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices (P:\GBC2201 Madison Flats\Technical Studies\Traffic\Scoping Agreement\Madison Flats_Scoping Agreement.docx) 2/15/2023 methodology used to develop cumulative traffic volumes for intersections and roadway segments will be consistent with the National Cooperative Highway Research Program (NCHRP) as well as local procedures for post‐processing of modeled traffic volumes.

Project VMT Analysis
The project VMT analysis will be prepared consistent with the methodologies outlined in the City’s Traffic Impact Analysis (TIA) Guidelines for Vehicle Miles Traveled and Level of Service Assessment (dated July 2020). This project will require a General Plan Amendment (GPA). However, it should be noted that the project will fully consist of affordable housing. As such, according to the City’s VMT screening criteria,
it is anticipated that the project may be screened out from a full VMT analysis.

Active Transportation and Public Transit Analysis
The TIA will include an analysis of potential project impacts on public transit, bicycle, and pedestrian facilities. Significant impacts would be determined based on whether the project conflicts with adopted policies, plans, or programs for these facilities, or whether the project decreases the performance or safety of these facilities.

PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices

FIGURES
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices

MADISON STREET

INDIANA AVENUE
ÄÆ91
RAILRO

ADAVENUE
Project Location
Madison Flats Project
Traffic Operations Analysis
Regional and Project LocationSOURCE: ESRI Streetmap, 2021; Google Earth, 2019 P:\GBC2201 Madison Flats\Technical Studies\Traffic\GIS\Reports\fig1_Reg_ProjLoc.mxd (11/10/2022) FIGURE 1
S!!N
0 1000 2000
FEET
LEGEND
Project Site
San
Bernardino
County
Riverside
CountyOrange
County
ÃÃ330
ÃÃ38
ÃÃ71
ÃÃ74
ÃÃ210
ÃÃ60
ÃÃ91 Project
Location §¨¦
215
§¨¦
10 §¨¦15
Project Vicinity
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices SOURCE: MCG Architecture, August 2022.

N
FEET
P:\GBC2201 Madison Flats\Technical Studies\Traﬃc\Site Plan and Project Info (12/14/2022) 700 35
FIGURE 2A
Conceptual Site Plan Part 1 of 3
Madison Flats Project
Traﬃc Operations Analysis
LEGEND
Study Area Intersec�on
Project
Driveway 1
5 PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices LEGEND
Study Area Intersec�on
Project
Driveway 2
61 SOURCE: MCG Architecture, August 2022.

N
FEET
P:\GBC2201 Madison Flats\Technical Studies\Traﬃc\Site Plan and Project Info (12/14/2022) 700 35
FIGURE 2B
Conceptual Site Plan Part 2 of 3
Madison Flats Project
Traﬃc Operations Analysis
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Project
Driveway 2 Project
Driveway 3
6 7 4
SOURCE: MCG Architecture, August 2022.

N
FEET
P:\GBC2201 Madison Flats\Technical Studies\Traﬃc\Site Plan and Project Info (12/14/2022) 700 35
FIGURE 2C
Conceptual Site Plan Part 3 of 3
Madison Flats Project
Traﬃc Operations Analysis
LEGEND
Study Area Intersec�on
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices

MADISON STREET

RAILROAD AVENUE

INDIANA AVENUE

WINSTROM STREET
ÄÆ91

CASA BLANCA STREET
1 2
3 4
5 6
7 SOURCE: ESRI Streetmap, 2021
P:\GBC2201 Madison Fla
ts\Technical Studies\Traffic\GIS\Reports\ArcGIS Pro\Fig3_Intersections.aprx (12/14/2022) FIGURE 3
Madison Flats Project
Traffic Operations Analysis
Study Area Intersections
0 150 300
FEET
LEGEND
Study Area Intersection
Project Location
Project Driveways
PROJECT DRIVEWAY 1
PROJECT DRIVEWAY 2
PROJECT DRIVEWAY 3
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices  (5%)
 25%  10%   25%
(25%)    (70%)  5% 
(20%) 
12345
 25%
 25%  65%
(25%)  (25%) 
5% 
67 FIGURE 4
XXX% (YYY%)
Inbound (Outbound) Trip Distribution Madison Flats Project Driveway Traffic Operations Analysis
Project Trip Distribution
Project Driveway 2/Railroad
Avenue
Project Driveway 3/Railroad
Avenue
(65%)
Project Driveway 1/Railroad
Avenue
(25%)
(5%)
20%
(5%)
(70%)
Madison Street/Casa Blanca
Street Madison Street/Railroad AvenueWinstrom Street/Railroad Avenue Madison Street/Indiana Avenue
(10%)
70%
70%
5%
(60%)
60%
P:\GBC2201 Madison Flats\Technical Studies\Traffic\z30_Dist.xlsx\Figure (12/14/2022) PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices  2 / 1
 4 / 9  1 / 4   4 / 9
10 / 6    27 / 16  1 / 2 
8 / 5 
12345
 4 / 9
 4 / 9  9 / 23
10 / 6  10 / 6 
1 / 2 
67 FIGURE 5
XX / YY
AM / PM Peak Hour Trips Madison Flats Project
Driveway Traffic Operations Analysis
Project Trip Assignment
1 / 2
Project Driveway 2/Railroad
Avenue
Project Driveway 3/Railroad
Avenue
2 / 1
23 / 14
4 / 2
Winstrom Street/Railroad
Avenue Madison Street/Indiana Avenue Madison Street/Casa Blanca Street Madison Street/Railroad Avenue
2 / 1
10 / 6
Project Driveway 1/Railroad
Avenue
3 / 7
10 / 25
10 / 25
25 / 15
8 / 22
27 / 16
P:\GBC2201 Madison Flats\Technical Studies\Traffic\z30_Assign.xlsx\Figure (12/14/2022) PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices

MAGNOLIA AVENUE
ÄÆ91

JEFFERSON STREET

MADISON STREET

INDIANA AVENUE

VICTORIA STREET

0.07 0.13 0.20 0.14 0.11 0.25 3.24
Trip G e n e r a t i o n 51 0 1 5 1 181 9 2 4 6
Lot B ‐ Family Residential 45 DU
Trips/Unit2

0.20 0.62 0.82 0.56 0.33 0.89 8.09
Trip G e n e r a t i o n 9 2 83 72 51 54 0 3 6 4
Net Trip Generation 14 38 52 36 23 59 610
Notes:

DU = Dwelling Units
2 Fitted curve equation rates from the ITE Trip Generation Manual (11th Edition), Land Use 220 ‐ "Multifamily Housing (Low‐Rise) Not Close to Rail Transit", Setting/Location ‐ "General Urban/Suburban." 1 Rates from the Institute of Transportation Engineers (ITE) Trip Generation Manual (11th Edition), Land Use 252 ‐ "Senior Adult Housing ‐ Multifamily", Setting/Location ‐ "General Urban/Suburban." Table A ‐ Project Trip Generation
A.M. Peak Hour P.M. Peak Hour DailyUnits
P:\GBC2201 Madison Flats\Technical Studies\Traffic\Trip Gen.xlsx\Trip Gen (2/15/2023) PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices 1P R‐2021‐000933 3150 Adams Street
Remodel of the existing Lexus of Riverside Dealership consisting of the addition of 6,558 square footage to the showroom buildiing and relocation of the existing 825 square foot carwash

6.558 TSF Automobile Sales (New)
2P R‐2021‐001131 8101 Auto Drive Construction of a 3,504 square foot addition and renovation of an existing vehicle sales facility (Spreen Acura) 3.504 TSF Automobile Sales (New) 3P R‐2022
‐001328 8001 Auto Drive Facilitate a 6,287 square foot expansion and exterior remodel of a vehicle sales facility (Hyundai) 6.287 TSF Automobile Sales (New) 4P R‐2021‐001221 3100 Jefferson Street Minor Conditional Use Permit to expand a warehouse use within an existing 150,000 square foot industrial building 150 TSF Warehouse 5P R‐2021
‐001234 2523 Jefferson Street Parcel Map to subdivide a 9.59‐acre parcel into two parcels for residential purposes 2 SFDU
6P R‐2021‐001200 7410 Mt. Vernon Avenue
Increase the number of residential units at an existing multi‐family apartment complex from 28 to 34 residential units, to reduce private open space for the 6 proposed residential units
6 MFDU
7 P17‐0627 P17‐0628 7434 Diamond Street Revised Conditional Use Permit and Design Review for expansion on an existing church 7.078 TSF Church Expansion
Notes:

SFDU = Single‐Family Dwelling Units; MFDU = Multi‐Family Dwelling Units; TSF = Thousand Square Feet.

ID
Project Name/Reference Address/Location Project Description Project Units/Area/Other Table B ‐ Cumulative Projects
P:\GBC2201 Madison Flats\Technical Studies\Traffic\Cumulative Projects.xlsx\Cumulative Project List (2/15/2023) PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices T RAFFIC O PERATIONAL A NALYSIS
M AY 2023
M ADISON F LATS P ROJECT
C ITY OF R IVERSIDE , C ALIFORNIA

P:\GBC2201 Madison Flats\Technical Studies\Traffic\Madison Flats TOA.docx (05/25/23) APPENDIX B

TRAFFIC COUNT SHEETS AND SIGNAL TIMING SHEETS
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices File Name : 01_RIV_Win_RR AM
Site Code : 221050
Start Date : 11/17/2022
Page No : 1
City of Riverside
N/S: Winstrom Street
E/W: Railroad Avenue
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Winstrom Street
Southbound
Railroad Avenue
Westbound
Railroad Avenue
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 07:00 AM 2 0 2 3 2 5 0 0 0 7
07:15 AM 1 0 1 3 2 5 0 0 0 6
07:30 AM 1 0 1 2 2 4 1 2 3 8
07:45 AM 2 0 2 2 6 8 4 1 5 15
Total 6 0 6 10 12 22 5 3 8 36
08:00 AM 0 0 0 4 0 4 0 3 3 7
08:15 AM 3 1 4 5 1 6 1 1 2 12
08:30 AM 2 1 3 4 0 4 0 0 0 7
08:45 AM 2 1 3 4 1 5 1 1 2 10
Total 7 3 10 17 2 19 2 5 7 36
Grand Total 13 3 16 27 14 41 7 8 15 72
Apprch % 81.2 18.8 65.9 34.1 46.7 53.3
Total % 18.1 4.2 22.2 37.5 19.4 56.9 9.7 11.1 20.8
Passenger Vehicles 13 3 16 26 14 40 7 8 15 71
% Passenger Vehicles 100 100 100 96.3 100 97.6 100 100 100 98.6 Large 2 Axle Vehicles 0 0 0 1 0 1 0 0 0 1
% Large 2 Axle Vehicles 0 0 0 3.7 0 2.4 0 0 0 1.4
3 Axle Vehicles 0 0 0 0 0 0 0 0 0 0
% 3 Axle Vehicles 0 0 0 0 0 0 0 0 0 0
4+ Axle Trucks 0 0 0 0 0 0 0 0 0 0
% 4+ Axle Trucks 0 0 0 0 0 0 0 0 0 0
Winstrom Street
Southbound
Railroad Avenue
Westbound
Railroad Avenue
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 1 0 1 2 2 4 1 2 3 8
07:45 AM 2 0 2 2 6 8 4 1 5 15
08:00 AM 0 0 0 4 0 4 0 3 3 7
08:15 AM 3 1 4 5 1 6 1 1 2 12
Total Volume 6 1 7 13 9 22 6 7 13 42
% App. Total 85.7 14.3 59.1 40.9 46.2 53.8
PHF .500 .250 .438 .650 .375 .688 .375 .583 .650 .700
Counts Unlimited, Inc.

Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 07:00 AM 07:30 AM
+0 mins. 0 0 0 3 2 5 1 2 3
+15 mins. 3 1 4 3 2 5 4 1 5
+30 mins. 2 1 3 2 2 4 0 3 3
+45 mins. 2 1 3 2 6 8 1 1 2
Total Volume 7 3 10 10 12 22 6 7 13
% App. Total 70 30 45.5 54.5 46.2 53.8
PHF .583 .750 .625 .833 .500 .688 .375 .583 .650
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices File Name : 01_RIV_Win_RR AM
Site Code : 221050
Start Date : 11/17/2022
Page No : 1
City of Riverside
N/S: Winstrom Street
E/W: Railroad Avenue
Weather: Clear
Groups Printed- Passenger Vehicles
Winstrom Street
Southbound
Railroad Avenue
Westbound
Railroad Avenue
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 07:00 AM 2 0 2 3 2 5 0 0 0 7
07:15 AM 1 0 1 3 2 5 0 0 0 6
07:30 AM 1 0 1 2 2 4 1 2 3 8
07:45 AM 2 0 2 2 6 8 4 1 5 15
Total 6 0 6 10 12 22 5 3 8 36
08:00 AM 0 0 0 4 0 4 0 3 3 7
08:15 AM 3 1 4 5 1 6 1 1 2 12
08:30 AM 2 1 3 3 0 3 0 0 0 6
08:45 AM 2 1 3 4 1 5 1 1 2 10
Total 7 3 10 16 2 18 2 5 7 35
Grand Total 13 3 16 26 14 40 7 8 15 71
Apprch % 81.2 18.8 65 35 46.7 53.3
Total % 18.3 4.2 22.5 36.6 19.7 56.3 9.9 11.3 21.1
Winstrom Street
Southbound
Railroad Avenue
Westbound
Railroad Avenue
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 1 0 1 2 2 4 1 2 3 8
07:45 AM 2 0 2 2 6 8 4 1 5 15
08:00 AM 0 0 0 4 0 4 0 3 3 7
08:15 AM 3 1 4 5 1 6 1 1 2 12
Total Volume 6 1 7 13 9 22 6 7 13 42
% App. Total 85.7 14.3 59.1 40.9 46.2 53.8
PHF .500 .250 .438 .650 .375 .688 .375 .583 .650 .700
Counts Unlimited, Inc.

Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM
+0 mins. 1 0 1 2 2 4 1 2 3
+15 mins. 2 0 2 2 6 8 4 1 5
+30 mins. 0 0 0 4 0 4 0 3 3
+45 mins. 3 1 4 5 1 6 1 1 2
Total Volume 6 1 7 13 9 22 6 7 13
% App. Total 85.7 14.3 59.1 40.9 46.2 53.8
PHF .500 .250 .438 .650 .375 .688 .375 .583 .650
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices File Name : 01_RIV_Win_RR AM
Site Code : 221050
Start Date : 11/17/2022
Page No : 1
City of Riverside
N/S: Winstrom Street
E/W: Railroad Avenue
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Winstrom Street
Southbound
Railroad Avenue
Westbound
Railroad Avenue
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0
07:15 AM 0 0 0 0 0 0 0 0 0 0
07:30 AM 0 0 0 0 0 0 0 0 0 0
07:45 AM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
08:00 AM 0 0 0 0 0 0 0 0 0 0
08:15 AM 0 0 0 0 0 0 0 0 0 0
08:30 AM 0 0 0 1 0 1 0 0 0 1
08:45 AM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 1 0 1 0 0 0 1
Grand Total 0 0 0 1 0 1 0 0 0 1
Apprch % 0 0 100 0 0 0
Total % 0 0 0 100 0 100 0 0 0
Winstrom Street
Southbound
Railroad Avenue
Westbound
Railroad Avenue
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 0 0 0 0 0 0 0 0 0
07:45 AM 0 0 0 0 0 0 0 0 0 0
08:00 AM 0 0 0 0 0 0 0 0 0 0
08:15 AM 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000
Counts Unlimited, Inc.

Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM
+0 mins. 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices File Name : 01_RIV_Win_RR AM
Site Code : 221050
Start Date : 11/17/2022
Page No : 1
City of Riverside
N/S: Winstrom Street
E/W: Railroad Avenue
Weather: Clear
Groups Printed- 3 Axle Vehicles
Winstrom Street
Southbound
Railroad Avenue
Westbound
Railroad Avenue
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0
07:15 AM 0 0 0 0 0 0 0 0 0 0
07:30 AM 0 0 0 0 0 0 0 0 0 0
07:45 AM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
08:00 AM 0 0 0 0 0 0 0 0 0 0
08:15 AM 0 0 0 0 0 0 0 0 0 0
08:30 AM 0 0 0 0 0 0 0 0 0 0
08:45 AM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
Grand Total 0 0 0 0 0 0 0 0 0 0
Apprch % 0 0 0 0 0 0
Total %
Winstrom Street
Southbound
Railroad Avenue
Westbound
Railroad Avenue
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 0 0 0 0 0 0 0 0 0
07:45 AM 0 0 0 0 0 0 0 0 0 0
08:00 AM 0 0 0 0 0 0 0 0 0 0
08:15 AM 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000
Counts Unlimited, Inc.

3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM
+0 mins. 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices File Name : 01_RIV_Win_RR AM
Site Code : 221050
Start Date : 11/17/2022
Page No : 1
City of Riverside
N/S: Winstrom Street
E/W: Railroad Avenue
Weather: Clear
Groups Printed- 4+ Axle Trucks
Winstrom Street
Southbound
Railroad Avenue
Westbound
Railroad Avenue
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0
07:15 AM 0 0 0 0 0 0 0 0 0 0
07:30 AM 0 0 0 0 0 0 0 0 0 0
07:45 AM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
08:00 AM 0 0 0 0 0 0 0 0 0 0
08:15 AM 0 0 0 0 0 0 0 0 0 0
08:30 AM 0 0 0 0 0 0 0 0 0 0
08:45 AM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
Grand Total 0 0 0 0 0 0 0 0 0 0
Apprch % 0 0 0 0 0 0
Total %
Winstrom Street
Southbound
Railroad Avenue
Westbound
Railroad Avenue
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 0 0 0 0 0 0 0 0 0
07:45 AM 0 0 0 0 0 0 0 0 0 0
08:00 AM 0 0 0 0 0 0 0 0 0 0
08:15 AM 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000
Counts Unlimited, Inc.

4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM
+0 mins. 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices File Name : 01_RIV_Win_RR PM
Site Code : 221050
Start Date : 11/17/2022
Page No : 1
City of Riverside
N/S: Winstrom Street
E/W: Railroad Avenue
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Winstrom Street
Southbound
Railroad Avenue
Westbound
Railroad Avenue
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 04:00 PM 2 0 2 6 1 7 1 3 4 13
04:15 PM 5 1 6 5 0 5 0 2 2 13
04:30 PM 5 1 6 3 1 4 1 1 2 12
04:45 PM 3 1 4 5 1 6 0 2 2 12
Total 15 3 18 19 3 22 2 8 10 50
05:00 PM 0 0 0 3 1 4 0 3 3 7
05:15 PM 2 2 4 4 1 5 0 2 2 11
05:30 PM 0 2 2 1 0 1 1 0 1 4
05:45 PM 1 1 2 1 1 2 0 1 1 5
Total 3 5 8 9 3 12 1 6 7 27
Grand Total 18 8 26 28 6 34 3 14 17 77
Apprch % 69.2 30.8 82.4 17.6 17.6 82.4
Total % 23.4 10.4 33.8 36.4 7.8 44.2 3.9 18.2 22.1
Passenger Vehicles 17 8 25 28 6 34 2 14 16 75
% Passenger Vehicles 94.4 100 96.2 100 100 100 66.7 100 94.1 97.4 Large 2 Axle Vehicles 1 0 1 0 0 0 1 0 1 2
% Large 2 Axle Vehicles 5.6 0 3.8 0 0 0 33.3 0 5.9 2.6
3 Axle Vehicles 0 0 0 0 0 0 0 0 0 0
% 3 Axle Vehicles 0 0 0 0 0 0 0 0 0 0
4+ Axle Trucks 0 0 0 0 0 0 0 0 0 0
% 4+ Axle Trucks 0 0 0 0 0 0 0 0 0 0
Winstrom Street
Southbound
Railroad Avenue
Westbound
Railroad Avenue
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 2 0 2 6 1 7 1 3 4 13
04:15 PM 5 1 6 5 0 5 0 2 2 13
04:30 PM 5 1 6 3 1 4 1 1 2 12
04:45 PM 3 1 4 5 1 6 0 2 2 12
Total Volume 15 3 18 19 3 22 2 8 10 50
% App. Total 83.3 16.7 86.4 13.6 20 80
PHF .750 .750 .750 .792 .750 .786 .500 .667 .625 .962
Counts Unlimited, Inc.

Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM
+0 mins. 2 0 2 6 1 7 1 3 4
+15 mins. 5 1 6 5 0 5 0 2 2
+30 mins. 5 1 6 3 1 4 1 1 2
+45 mins. 3 1 4 5 1 6 0 2 2
Total Volume 15 3 18 19 3 22 2 8 10
% App. Total 83.3 16.7 86.4 13.6 20 80
PHF .750 .750 .750 .792 .750 .786 .500 .667 .625
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices File Name : 01_RIV_Win_RR PM
Site Code : 221050
Start Date : 11/17/2022
Page No : 1
City of Riverside
N/S: Winstrom Street
E/W: Railroad Avenue
Weather: Clear
Groups Printed- Passenger Vehicles
Winstrom Street
Southbound
Railroad Avenue
Westbound
Railroad Avenue
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 04:00 PM 2 0 2 6 1 7 1 3 4 13
04:15 PM 4 1 5 5 0 5 0 2 2 12
04:30 PM 5 1 6 3 1 4 0 1 1 11
04:45 PM 3 1 4 5 1 6 0 2 2 12
Total 14 3 17 19 3 22 1 8 9 48
05:00 PM 0 0 0 3 1 4 0 3 3 7
05:15 PM 2 2 4 4 1 5 0 2 2 11
05:30 PM 0 2 2 1 0 1 1 0 1 4
05:45 PM 1 1 2 1 1 2 0 1 1 5
Total 3 5 8 9 3 12 1 6 7 27
Grand Total 17 8 25 28 6 34 2 14 16 75
Apprch % 68 32 82.4 17.6 12.5 87.5
Total % 22.7 10.7 33.3 37.3 8 45.3 2.7 18.7 21.3
Winstrom Street
Southbound
Railroad Avenue
Westbound
Railroad Avenue
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 2 0 2 6 1 7 1 3 4 13
04:15 PM 4 1 5 5 0 5 0 2 2 12
04:30 PM 5 1 6 3 1 4 0 1 1 11
04:45 PM 3 1 4 5 1 6 0 2 2 12
Total Volume 14 3 17 19 3 22 1 8 9 48
% App. Total 82.4 17.6 86.4 13.6 11.1 88.9
PHF .700 .750 .708 .792 .750 .786 .250 .667 .563 .923
Counts Unlimited, Inc.

Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM
+0 mins. 2 0 2 6 1 7 1 3 4
+15 mins. 4 1 5 5 0 5 0 2 2
+30 mins. 5 1 6 3 1 4 0 1 1
+45 mins. 3 1 4 5 1 6 0 2 2
Total Volume 14 3 17 19 3 22 1 8 9
% App. Total 82.4 17.6 86.4 13.6 11.1 88.9
PHF .700 .750 .708 .792 .750 .786 .250 .667 .563
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices File Name : 01_RIV_Win_RR PM
Site Code : 221050
Start Date : 11/17/2022
Page No : 1
City of Riverside
N/S: Winstrom Street
E/W: Railroad Avenue
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Winstrom Street
Southbound
Railroad Avenue
Westbound
Railroad Avenue
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0
04:15 PM 1 0 1 0 0 0 0 0 0 1
04:30 PM 0 0 0 0 0 0 1 0 1 1
04:45 PM 0 0 0 0 0 0 0 0 0 0
Total 1 0 1 0 0 0 1 0 1 2
05:00 PM 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
Grand Total 1 0 1 0 0 0 1 0 1 2
Apprch % 100 0 0 0 100 0
Total % 50 0 50 0 0 0 50 0 50
Winstrom Street
Southbound
Railroad Avenue
Westbound
Railroad Avenue
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 0 0 0 0 0 0 0 0 0
04:15 PM 1 0 1 0 0 0 0 0 0 1
04:30 PM 0 0 0 0 0 0 1 0 1 1
04:45 PM 0 0 0 0 0 0 0 0 0 0
Total Volume 1 0 1 0 0 0 1 0 1 2
% App. Total 100 0 0 0 100 0
PHF .250 .000 .250 .000 .000 .000 .250 .000 .250 .500
Counts Unlimited, Inc.

Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM
+0 mins. 0 0 0 0 0 0 0 0 0
+15 mins. 1 0 1 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 0 1 0 1
+45 mins. 0 0 0 0 0 0 0 0 0
Total Volume 1 0 1 0 0 0 1 0 1
% App. Total 100 0 0 0 100 0
PHF .250 .000 .250 .000 .000 .000 .250 .000 .250
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices File Name : 01_RIV_Win_RR PM
Site Code : 221050
Start Date : 11/17/2022
Page No : 1
City of Riverside
N/S: Winstrom Street
E/W: Railroad Avenue
Weather: Clear
Groups Printed- 3 Axle Vehicles
Winstrom Street
Southbound
Railroad Avenue
Westbound
Railroad Avenue
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0
04:15 PM 0 0 0 0 0 0 0 0 0 0
04:30 PM 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
05:00 PM 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
Grand Total 0 0 0 0 0 0 0 0 0 0
Apprch % 0 0 0 0 0 0
Total %
Winstrom Street
Southbound
Railroad Avenue
Westbound
Railroad Avenue
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 0 0 0 0 0 0 0 0 0
04:15 PM 0 0 0 0 0 0 0 0 0 0
04:30 PM 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000
Counts Unlimited, Inc.

3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM
+0 mins. 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices File Name : 01_RIV_Win_RR PM
Site Code : 221050
Start Date : 11/17/2022
Page No : 1
City of Riverside
N/S: Winstrom Street
E/W: Railroad Avenue
Weather: Clear
Groups Printed- 4+ Axle Trucks
Winstrom Street
Southbound
Railroad Avenue
Westbound
Railroad Avenue
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0
04:15 PM 0 0 0 0 0 0 0 0 0 0
04:30 PM 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
05:00 PM 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
Grand Total 0 0 0 0 0 0 0 0 0 0
Apprch % 0 0 0 0 0 0
Total %
Winstrom Street
Southbound
Railroad Avenue
Westbound
Railroad Avenue
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 0 0 0 0 0 0 0 0 0
04:15 PM 0 0 0 0 0 0 0 0 0 0
04:30 PM 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000
Counts Unlimited, Inc.

4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM
+0 mins. 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Location: Date: 11/17/2022
N/S: Day: Thursday
E/W:

North Leg East Leg South Leg West Leg
Winstrom Street Railroad Avenue Dead End Railroad Avenue Pedestrians Pedestrians Pedestrians Pedestrians
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
North Leg East Leg South Leg West Leg
Winstrom Street Railroad Avenue Dead End Railroad Avenue Pedestrians Pedestrians Pedestrians Pedestrians
0003 3
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0003 3
5:15 PM
5:30 PM
5:45 PM
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
7:00 AM
7:15 AM
7:30 AM
7:45 AM
TOTAL VOLUMES:
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Riverside
Winstrom Street
Railroad Avenue

PEDESTRIANS
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Location: Date: 11/17/2022
N/S: Day: Thursday
E/W:

Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000010 1
000000000010 1
000010000000 1
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000010000000 1
000020000020 4
Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000000 0
000000000000 0
000000000000 0
000010000100 2
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000010000100 2
Railroad Avenue
TOTAL VOLUMES:

Winstrom Street Railroad Avenue Dead End Railroad Avenue Southbound Westbound Northbound Eastbound
5:30 PM
5:45 PM
Winstrom Street Railroad Avenue Dead End
Eastbound
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Southbound Westbound Northbound
Railroad Avenue
Winstrom
Street
Riverside

BICYCLES
7:30 AM
7:00 AM
7:15 AM
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices File Name : 02_RIV_Mad_Indi AM
Site Code : 221050
Start Date : 11/17/2022
Page No : 1
City of Riverside
N/S: Madison Street
E/W: Indiana Avenue
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Madison Street
Southbound
Indiana Avenue
Westbound
Madison Street
Northbound
Indiana Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 35 74 34 143 2 19 41 62 4 84 2 90 28 35 5 68 363 07:15 AM 43 70 35 148 3 20 56 79 4 112 7 123 32 44 5 81 431 07:30 AM 47 54 36 137 4 40 53 97 5 82 4 91 29 77 5 111 436 07:45 AM 64 92 24 180 7 35 63 105 11 133 1 145 53 81 9 143 573 Total 189 290 129 608 16 114 213 343 24 411 14 449 142 237 24 403 1803 08:00 AM 53 95 44 192 3 35 59 97 7 94 4 105 46 74 7 127 521 08:15 AM 58 96 34 188 8 55 55 118 9 98 5 112 32 79 9 120 538 08:30 AM 55 78 34 167 7 59 68 134 12 87 9 108 39 64 9 112 521 08:45 AM 69 94 59 222 15 59 76 150 13 101 10 124 17 52 15 84 580 Total 235 363 171 769 33 208 258 499 41 380 28 449 134 269 40 443 2160 Grand Total 424 653 300 1377 49 322 471 842 65 791 42 898 276 506 64 846 3963 Apprch % 30.8 47.4 21.8 5.8 38.2 55.9 7.2 88.1 4.7 32.6 59.8 7.6 Total % 10.7 16.5 7.6 34.7 1.2 8.1 11.9 21.2 1.6 20 1.1 22.7 7 12.8 1.6 21.3 Passenger Vehicles 405 628 289 1322 48 314 453 815 63 760 40 863 267 487 61 815 3815 % Passenger Vehicles 95.5 96.2 96.3 96 98 97.5 96.2 96.8 96.9 96.1 95.2 96.1 96.7 96.2 95.3 96.3 96.3 Large 2 Axle Vehicles 7 16 7 30 1 8 4 13 1 22 1 24 6 14 3 23 90 % Large 2 Axle Vehicles

1.7 2.5 2.3 2.2 2 2.5 0.8 1.5 1.5 2.8 2.4 2.7 2.2 2.8 4.7 2.7 2.3 3 Axle Vehicles 8 2 2 12 0 0 9 9 1 6 1 8 1 4 0 5 34
% 3 Axle Vehicles 1.9 0.3 0.7 0.9 0 0 1.9 1.1 1.5 0.8 2.4 0.9 0.4 0.8 0 0.6 0.9 4+ Axle Trucks 4 7 2 13 0 0 5 5 0 3 0 3 2 1 0 3 24
% 4+ Axle Trucks 0.9 1.1 0.7 0.9 0 0 1.1 0.6 0 0.4 0 0.3 0.7 0.2 0 0.4 0.6 Madison Street
Southbound
Indiana Avenue
Westbound
Madison Street
Northbound
Indiana Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 53 95 44 192 3 35 59 97 7 94 4 105 46 74 7 127 521 08:15 AM 58 96 34 188 8 55 55 118 9 98 5 112 32 79 9 120 538 08:30 AM 55 78 34 167 7 59 68 134 12 87 9 108 39 64 9 112 521 08:45 AM 69 94 59 222 15 59 76 150 13 101 10 124 17 52 15 84 580 Total Volume 235 363 171 769 33 208 258 499 41 380 28 449 134 269 40 443 2160 % App. Total 30.6 47.2 22.2 6.6 41.7 51.7 9.1 84.6 6.2 30.2 60.7 9 PHF .851 .945 .725 .866 .550 .881 .849 .832 .788 .941 .700 .905 .728 .851 .667 .872 .931 Counts Unlimited, Inc.

Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 08:00 AM 07:45 AM 07:45 AM
+0 mins. 53 95 44 192 3 35 59 97 11 133 1 145 53 81 9 143 +15 mins. 58 96 34 188 8 55 55 118 7 94 4 105 46 74 7 127 +30 mins. 55 78 34 167 7 59 68 134 9 98 5 112 32 79 9 120 +45 mins. 69 94 59 222 15 59 76 150 12 87 9 108 39 64 9 112 Total Volume 235 363 171 769 33 208 258 499 39 412 19 470 170 298 34 502 % App. Total 30.6 47.2 22.2 6.6 41.7 51.7 8.3 87.7 4 33.9 59.4 6.8 PHF .851 .945 .725 .866 .550 .881 .849 .832 .813 .774 .528 .810 .802 .920 .944 .878 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices File Name : 02_RIV_Mad_Indi AM
Site Code : 221050
Start Date : 11/17/2022
Page No : 1
City of Riverside
N/S: Madison Street
E/W: Indiana Avenue
Weather: Clear
Groups Printed- Passenger Vehicles
Madison Street
Southbound
Indiana Avenue
Westbound
Madison Street
Northbound
Indiana Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 35 71 33 139 2 17 40 59 3 82 1 86 27 34 5 66 350 07:15 AM 40 67 33 140 3 20 54 77 4 106 7 117 31 40 5 76 410 07:30 AM 44 49 34 127 4 40 52 96 5 80 4 89 27 75 5 107 419 07:45 AM 61 89 23 173 7 34 62 103 10 123 1 134 53 80 9 142 552 Total 180 276 123 579 16 111 208 335 22 391 13 426 138 229 24 391 1731 08:00 AM 50 94 43 187 3 34 56 93 7 93 4 104 43 73 5 121 505 08:15 AM 53 92 32 177 8 53 53 114 9 95 5 109 32 77 9 118 518 08:30 AM 53 73 32 158 6 59 62 127 12 83 8 103 37 61 8 106 494 08:45 AM 69 93 59 221 15 57 74 146 13 98 10 121 17 47 15 79 567 Total 225 352 166 743 32 203 245 480 41 369 27 437 129 258 37 424 2084 Grand Total 405 628 289 1322 48 314 453 815 63 760 40 863 267 487 61 815 3815 Apprch % 30.6 47.5 21.9 5.9 38.5 55.6 7.3 88.1 4.6 32.8 59.8 7.5 Total % 10.6 16.5 7.6 34.7 1.3 8.2 11.9 21.4 1.7 19.9 1 22.6 7 12.8 1.6 21.4 Madison Street
Southbound
Indiana Avenue
Westbound
Madison Street
Northbound
Indiana Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 50 94 43 187 3 34 56 93 7 93 4 104 43 73 5 121 505 08:15 AM 53 92 32 177 8 53 53 114 9 95 5 109 32 77 9 118 518 08:30 AM 53 73 32 158 6 59 62 127 12 83 8 103 37 61 8 106 494 08:45 AM 69 93 59 221 15 57 74 146 13 98 10 121 17 47 15 79 567 Total Volume 225 352 166 743 32 203 245 480 41 369 27 437 129 258 37 424 2084 % App. Total 30.3 47.4 22.3 6.7 42.3 51 9.4 84.4 6.2 30.4 60.8 8.7 PHF .815 .936 .703 .840 .533 .860 .828 .822 .788 .941 .675 .903 .750 .838 .617 .876 .919 Counts Unlimited, Inc.

Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 08:00 AM 08:00 AM 08:00 AM
+0 mins. 50 94 43 187 3 34 56 93 7 93 4 104 43 73 5 121 +15 mins. 53 92 32 177 8 53 53 114 9 95 5 109 32 77 9 118 +30 mins. 53 73 32 158 6 59 62 127 12 83 8 103 37 61 8 106 +45 mins. 69 93 59 221 15 57 74 146 13 98 10 121 17 47 15 79 Total Volume 225 352 166 743 32 203 245 480 41 369 27 437 129 258 37 424 % App. Total 30.3 47.4 22.3 6.7 42.3 51 9.4 84.4 6.2 30.4 60.8 8.7 PHF .815 .936 .703 .840 .533 .860 .828 .822 .788 .941 .675 .903 .750 .838 .617 .876 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices File Name : 02_RIV_Mad_Indi AM
Site Code : 221050
Start Date : 11/17/2022
Page No : 1
City of Riverside
N/S: Madison Street
E/W: Indiana Avenue
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Madison Street
Southbound
Indiana Avenue
Westbound
Madison Street
Northbound
Indiana Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 1 1 2 0 2 0 2 0 2 1 3 1 0 0 1 8
07:15 AM 1 2 2 5 0 0 1 1 0 3 0 3 1 2 0 3 12
07:30 AM 0 4 1 5 0 0 1 1 0 2 0 2 1 2 0 3 11
07:45 AM 2 3 1 6 0 1 0 1 1 6 0 7 0 1 0 1 15
Total 3 10 5 18 0 3 2 5 1 13 1 15 3 5 0 8 46
08:00 AM 2 1 1 4 0 1 0 1 0 1 0 1 1 1 2 4 10
08:15 AM 0 3 1 4 0 2 0 2 0 3 0 3 0 1 0 1 10
08:30 AM 2 2 0 4 1 0 0 1 0 2 0 2 2 2 1 5 12
08:45 AM 0 0 0 0 0 2 2 4 0 3 0 3 0 5 0 5 12
Total 4 6 2 12 1 5 2 8 0 9 0 9 3 9 3 15 44
Grand Total 7 16 7 30 1 8 4 13 1 22 1 24 6 14 3 23 90
Apprch % 23.3 53.3 23.3 7.7 61.5 30.8 4.2 91.7 4.2 26.1 60.9 13 Total % 7.8 17.8 7.8 33.3 1.1 8.9 4.4 14.4 1.1 24.4 1.1 26.7 6.7 15.6 3.3 25.6 Madison Street
Southbound
Indiana Avenue
Westbound
Madison Street
Northbound
Indiana Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 2 1 1 4 0 1 0 1 0 1 0 1 1 1 2 4 10
08:15 AM 0 3 1 4 0 2 0 2 0 3 0 3 0 1 0 1 10
08:30 AM 2 2 0 4 1 0 0 1 0 2 0 2 2 2 1 5 12
08:45 AM 0 0 0 0 0 2 2 4 0 3 0 3 0 5 0 5 12
Total Volume 4 6 2 12 1 5 2 8 0 9 0 9 3 9 3 15 44
% App. Total 33.3 50 16.7 12.5 62.5 25 0 100 0 20 60 20 PHF .500 .500 .500 .750 .250 .625 .250 .500 .000 .750 .000 .750 .375 .450 .375 .750 .917 Counts Unlimited, Inc.

Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 08:00 AM 08:00 AM 08:00 AM
+0 mins. 2 1 1 4 0 1 0 1 0 1 0 1 1 1 2 4
+15 mins. 0 3 1 4 0 2 0 2 0 3 0 3 0 1 0 1
+30 mins. 2 2 0 4 1 0 0 1 0 2 0 2 2 2 1 5
+45 mins. 0 0 0 0 0 2 2 4 0 3 0 3 0 5 0 5
Total Volume 4 6 2 12 1 5 2 8 0 9 0 9 3 9 3 15
% App. Total 33.3 50 16.7 12.5 62.5 25 0 100 0 20 60 20 PHF .500 .500 .500 .750 .250 .625 .250 .500 .000 .750 .000 .750 .375 .450 .375 .750 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices File Name : 02_RIV_Mad_Indi AM
Site Code : 221050
Start Date : 11/17/2022
Page No : 1
City of Riverside
N/S: Madison Street
E/W: Indiana Avenue
Weather: Clear
Groups Printed- 3 Axle Vehicles
Madison Street
Southbound
Indiana Avenue
Westbound
Madison Street
Northbound
Indiana Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 1 2
07:15 AM 0 1 0 1 0 0 1 1 0 2 0 2 0 2 0 2 6
07:30 AM 3 0 1 4 0 0 0 0 0 0 0 0 0 0 0 0 4
07:45 AM 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 2
Total 3 1 1 5 0 0 1 1 1 4 0 5 0 3 0 3 14
08:00 AM 0 0 0 0 0 0 3 3 0 0 0 0 1 0 0 1 4
08:15 AM 5 0 0 5 0 0 1 1 0 0 0 0 0 0 0 0 6
08:30 AM 0 0 1 1 0 0 4 4 0 2 1 3 0 1 0 1 9
08:45 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
Total 5 1 1 7 0 0 8 8 0 2 1 3 1 1 0 2 20
Grand Total 8 2 2 12 0 0 9 9 1 6 1 8 1 4 0 5 34
Apprch % 66.7 16.7 16.7 0 0 100 12.5 75 12.5 20 80 0 Total % 23.5 5.9 5.9 35.3 0 0 26.5 26.5 2.9 17.6 2.9 23.5 2.9 11.8 0 14.7 Madison Street
Southbound
Indiana Avenue
Westbound
Madison Street
Northbound
Indiana Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 0 0 0 0 0 0 3 3 0 0 0 0 1 0 0 1 4
08:15 AM 5 0 0 5 0 0 1 1 0 0 0 0 0 0 0 0 6
08:30 AM 0 0 1 1 0 0 4 4 0 2 1 3 0 1 0 1 9
08:45 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
Total Volume 5 1 1 7 0 0 8 8 0 2 1 3 1 1 0 2 20
% App. Total 71.4 14.3 14.3 0 0 100 0 66.7 33.3 50 50 0 PHF .250 .250 .250 .350 .000 .000 .500 .500 .000 .250 .250 .250 .250 .250 .000 .500 .556 Counts Unlimited, Inc.

3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 08:00 AM 08:00 AM 08:00 AM
+0 mins. 0 0 0 0 0 0 3 3 0 0 0 0 1 0 0 1
+15 mins. 5 0 0 5 0 0 1 1 0 0 0 0 0 0 0 0
+30 mins. 0 0 1 1 0 0 4 4 0 2 1 3 0 1 0 1
+45 mins. 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 5 1 1 7 0 0 8 8 0 2 1 3 1 1 0 2
% App. Total 71.4 14.3 14.3 0 0 100 0 66.7 33.3 50 50 0 PHF .250 .250 .250 .350 .000 .000 .500 .500 .000 .250 .250 .250 .250 .250 .000 .500 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices File Name : 02_RIV_Mad_Indi AM
Site Code : 221050
Start Date : 11/17/2022
Page No : 1
City of Riverside
N/S: Madison Street
E/W: Indiana Avenue
Weather: Clear
Groups Printed- 4+ Axle Trucks
Madison Street
Southbound
Indiana Avenue
Westbound
Madison Street
Northbound
Indiana Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 2 0 2 0 0 1 1 0 0 0 0 0 0 0 0 3
07:15 AM 2 0 0 2 0 0 0 0 0 1 0 1 0 0 0 0 3
07:30 AM 0 1 0 1 0 0 0 0 0 0 0 0 1 0 0 1 2
07:45 AM 1 0 0 1 0 0 1 1 0 2 0 2 0 0 0 0 4
Total 3 3 0 6 0 0 2 2 0 3 0 3 1 0 0 1 12
08:00 AM 1 0 0 1 0 0 0 0 0 0 0 0 1 0 0 1 2
08:15 AM 0 1 1 2 0 0 1 1 0 0 0 0 0 1 0 1 4
08:30 AM 0 3 1 4 0 0 2 2 0 0 0 0 0 0 0 0 6
08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 1 4 2 7 0 0 3 3 0 0 0 0 1 1 0 2 12
Grand Total 4 7 2 13 0 0 5 5 0 3 0 3 2 1 0 3 24
Apprch % 30.8 53.8 15.4 0 0 100 0 100 0 66.7 33.3 0
Total % 16.7 29.2 8.3 54.2 0 0 20.8 20.8 0 12.5 0 12.5 8.3 4.2 0 12.5 Madison Street
Southbound
Indiana Avenue
Westbound
Madison Street
Northbound
Indiana Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 1 0 0 1 0 0 0 0 0 0 0 0 1 0 0 1 2
08:15 AM 0 1 1 2 0 0 1 1 0 0 0 0 0 1 0 1 4
08:30 AM 0 3 1 4 0 0 2 2 0 0 0 0 0 0 0 0 6
08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 1 4 2 7 0 0 3 3 0 0 0 0 1 1 0 2 12
% App. Total 14.3 57.1 28.6 0 0 100 0 0 0 50 50 0
PHF .250 .333 .500 .438 .000 .000 .375 .375 .000 .000 .000 .000 .250 .250 .000 .500 .500 Counts Unlimited, Inc.

4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 08:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 08:00 AM 08:00 AM 08:00 AM
+0 mins. 1 0 0 1 0 0 0 0 0 0 0 0 1 0 0 1
+15 mins. 0 1 1 2 0 0 1 1 0 0 0 0 0 1 0 1
+30 mins. 0 3 1 4 0 0 2 2 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 1 4 2 7 0 0 3 3 0 0 0 0 1 1 0 2
% App. Total 14.3 57.1 28.6 0 0 100 0 0 0 50 50 0
PHF .250 .333 .500 .438 .000 .000 .375 .375 .000 .000 .000 .000 .250 .250 .000 .500 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices File Name : 02_RIV_Mad_Indi PM
Site Code : 221050
Start Date : 11/17/2022
Page No : 1
City of Riverside
N/S: Madison Street
E/W: Indiana Avenue
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Madison Street
Southbound
Indiana Avenue
Westbound
Madison Street
Northbound
Indiana Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 66 96 26 188 10 62 64 136 8 86 4 98 57 91 16 164 586 04:15 PM 58 114 31 203 11 57 71 139 14 101 12 127 55 91 19 165 634 04:30 PM 57 116 26 199 12 53 90 155 13 113 7 133 44 87 17 148 635 04:45 PM 55 140 23 218 11 50 70 131 14 123 9 146 51 97 14 162 657 Total 236 466 106 808 44 222 295 561 49 423 32 504 207 366 66 639 2512 05:00 PM 62 129 19 210 14 70 84 168 19 111 5 135 42 99 20 161 674 05:15 PM 61 115 23 199 11 46 79 136 11 114 10 135 55 94 16 165 635 05:30 PM 73 122 18 213 8 41 72 121 12 99 4 115 49 79 12 140 589 05:45 PM 58 129 21 208 9 48 62 119 12 84 7 103 41 70 20 131 561 Total 254 495 81 830 42 205 297 544 54 408 26 488 187 342 68 597 2459 Grand Total 490 961 187 1638 86 427 592 1105 103 831 58 992 394 708 134 1236 4971 Apprch % 29.9 58.7 11.4 7.8 38.6 53.6 10.4 83.8 5.8 31.9 57.3 10.8 Total % 9.9 19.3 3.8 33 1.7 8.6 11.9 22.2 2.1 16.7 1.2 20 7.9 14.2 2.7 24.9 Passenger Vehicles 485 952 179 1616 86 423 583 1092 102 819 58 979 385 696 131 1212 4899 % Passenger Vehicles 99 99.1 95.7 98.7 100 99.1 98.5 98.8 99 98.6 100 98.7 97.7 98.3 97.8 98.1 98.6 Large 2 Axle Vehicles 4 4 2 10 0 3 8 11 1 9 0 10 5 12 2 19 50 % Large 2 Axle Vehicles

0.8 0.4 1.1 0.6 0 0.7 1.4 1 1 1.1 0 1 1.3 1.7 1.5 1.5 1 3 Axle Vehicles 0 2 4 6 0 1 0 1 0 1 0 1 2 0 1 3 11
% 3 Axle Vehicles 0 0.2 2.1 0.4 0 0.2 0 0.1 0 0.1 0 0.1 0.5 0 0.7 0.2 0.2 4+ Axle Trucks 1 3 2 6 0 0 1 1 0 2 0 2 2 0 0 2 11
% 4+ Axle Trucks 0.2 0.3 1.1 0.4 0 0 0.2 0.1 0 0.2 0 0.2 0.5 0 0 0.2 0.2 Madison Street
Southbound
Indiana Avenue
Westbound
Madison Street
Northbound
Indiana Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 57 116 26 199 12 53 90 155 13 113 7 133 44 87 17 148 635 04:45 PM 55 140 23 218 11 50 70 131 14 123 9 146 51 97 14 162 657 05:00 PM 62 129 19 210 14 70 84 168 19 111 5 135 42 99 20 161 674 05:15 PM 61 115 23 199 11 46 79 136 11 114 10 135 55 94 16 165 635 Total Volume 235 500 91 826 48 219 323 590 57 461 31 549 192 377 67 636 2601 % App. Total 28.5 60.5 11 8.1 37.1 54.7 10.4 84 5.6 30.2 59.3 10.5 PHF .948 .893 .875 .947 .857 .782 .897 .878 .750 .937 .775 .940 .873 .952 .838 .964 .965 Counts Unlimited, Inc.

Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 04:15 PM 04:30 PM 04:00 PM
+0 mins. 55 140 23 218 11 57 71 139 13 113 7 133 57 91 16 164 +15 mins. 62 129 19 210 12 53 90 155 14 123 9 146 55 91 19 165 +30 mins. 61 115 23 199 11 50 70 131 19 111 5 135 44 87 17 148 +45 mins. 73 122 18 213 14 70 84 168 11 114 10 135 51 97 14 162 Total Volume 251 506 83 840 48 230 315 593 57 461 31 549 207 366 66 639 % App. Total 29.9 60.2 9.9 8.1 38.8 53.1 10.4 84 5.6 32.4 57.3 10.3 PHF .860 .904 .902 .963 .857 .821 .875 .882 .750 .937 .775 .940 .908 .943 .868 .968 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices File Name : 02_RIV_Mad_Indi PM
Site Code : 221050
Start Date : 11/17/2022
Page No : 1
City of Riverside
N/S: Madison Street
E/W: Indiana Avenue
Weather: Clear
Groups Printed- Passenger Vehicles
Madison Street
Southbound
Indiana Avenue
Westbound
Madison Street
Northbound
Indiana Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 66 95 25 186 10 62 63 135 8 83 4 95 54 88 16 158 574 04:15 PM 57 113 29 199 11 56 70 137 14 99 12 125 54 89 18 161 622 04:30 PM 57 116 25 198 12 51 88 151 13 111 7 131 41 84 17 142 622 04:45 PM 55 140 20 215 11 50 68 129 13 122 9 144 51 94 14 159 647 Total 235 464 99 798 44 219 289 552 48 415 32 495 200 355 65 620 2465 05:00 PM 62 128 19 209 14 70 84 168 19 110 5 134 42 99 20 161 672 05:15 PM 60 114 22 196 11 46 77 134 11 113 10 134 54 94 14 162 626 05:30 PM 72 121 18 211 8 40 72 120 12 99 4 115 49 78 12 139 585 05:45 PM 56 125 21 202 9 48 61 118 12 82 7 101 40 70 20 130 551 Total 250 488 80 818 42 204 294 540 54 404 26 484 185 341 66 592 2434 Grand Total 485 952 179 1616 86 423 583 1092 102 819 58 979 385 696 131 1212 4899 Apprch % 30 58.9 11.1 7.9 38.7 53.4 10.4 83.7 5.9 31.8 57.4 10.8 Total % 9.9 19.4 3.7 33 1.8 8.6 11.9 22.3 2.1 16.7 1.2 20 7.9 14.2 2.7 24.7 Madison Street
Southbound
Indiana Avenue
Westbound
Madison Street
Northbound
Indiana Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 57 116 25 198 12 51 88 151 13 111 7 131 41 84 17 142 622 04:45 PM 55 140 20 215 11 50 68 129 13 122 9 144 51 94 14 159 647 05:00 PM 62 128 19 209 14 70 84 168 19 110 5 134 42 99 20 161 672 05:15 PM 60 114 22 196 11 46 77 134 11 113 10 134 54 94 14 162 626 Total Volume 234 498 86 818 48 217 317 582 56 456 31 543 188 371 65 624 2567 % App. Total 28.6 60.9 10.5 8.2 37.3 54.5 10.3 84 5.7 30.1 59.5 10.4 PHF .944 .889 .860 .951 .857 .775 .901 .866 .737 .934 .775 .943 .870 .937 .813 .963 .955 Counts Unlimited, Inc.

Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 57 116 25 198 12 51 88 151 13 111 7 131 41 84 17 142 +15 mins. 55 140 20 215 11 50 68 129 13 122 9 144 51 94 14 159 +30 mins. 62 128 19 209 14 70 84 168 19 110 5 134 42 99 20 161 +45 mins. 60 114 22 196 11 46 77 134 11 113 10 134 54 94 14 162 Total Volume 234 498 86 818 48 217 317 582 56 456 31 543 188 371 65 624 % App. Total 28.6 60.9 10.5 8.2 37.3 54.5 10.3 84 5.7 30.1 59.5 10.4 PHF .944 .889 .860 .951 .857 .775 .901 .866 .737 .934 .775 .943 .870 .937 .813 .963 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices File Name : 02_RIV_Mad_Indi PM
Site Code : 221050
Start Date : 11/17/2022
Page No : 1
City of Riverside
N/S: Madison Street
E/W: Indiana Avenue
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Madison Street
Southbound
Indiana Avenue
Westbound
Madison Street
Northbound
Indiana Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 1 1 0 0 0 0 0 3 0 3 1 3 0 4 8
04:15 PM 1 0 0 1 0 1 1 2 0 0 0 0 0 2 1 3 6
04:30 PM 0 0 0 0 0 1 2 3 0 2 0 2 2 3 0 5 10
04:45 PM 0 0 1 1 0 0 2 2 1 0 0 1 0 3 0 3 7
Total 1 0 2 3 0 2 5 7 1 5 0 6 3 11 1 15 31
05:00 PM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
05:15 PM 0 1 0 1 0 0 2 2 0 1 0 1 1 0 1 2 6
05:30 PM 1 1 0 2 0 1 0 1 0 0 0 0 0 1 0 1 4
05:45 PM 2 1 0 3 0 0 1 1 0 2 0 2 1 0 0 1 7
Total 3 4 0 7 0 1 3 4 0 4 0 4 2 1 1 4 19
Grand Total 4 4 2 10 0 3 8 11 1 9 0 10 5 12 2 19 50
Apprch % 40 40 20 0 27.3 72.7 10 90 0 26.3 63.2 10.5 Total % 8 8 4 20 0 6 16 22 2 18 0 20 10 24 4 38
Madison Street
Southbound
Indiana Avenue
Westbound
Madison Street
Northbound
Indiana Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 0 0 0 0 1 2 3 0 2 0 2 2 3 0 5 10
04:45 PM 0 0 1 1 0 0 2 2 1 0 0 1 0 3 0 3 7
05:00 PM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
05:15 PM 0 1 0 1 0 0 2 2 0 1 0 1 1 0 1 2 6
Total Volume 0 2 1 3 0 1 6 7 1 4 0 5 3 6 1 10 25
% App. Total 0 66.7 33.3 0 14.3 85.7 20 80 0 30 60 10 PHF .000 .500 .250 .750 .000 .250 .750 .583 .250 .500 .000 .625 .375 .500 .250 .500 .625 Counts Unlimited, Inc.

Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 0 0 0 0 1 2 3 0 2 0 2 2 3 0 5
+15 mins. 0 0 1 1 0 0 2 2 1 0 0 1 0 3 0 3
+30 mins. 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0
+45 mins. 0 1 0 1 0 0 2 2 0 1 0 1 1 0 1 2
Total Volume 0 2 1 3 0 1 6 7 1 4 0 5 3 6 1 10
% App. Total 0 66.7 33.3 0 14.3 85.7 20 80 0 30 60 10 PHF .000 .500 .250 .750 .000 .250 .750 .583 .250 .500 .000 .625 .375 .500 .250 .500 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices File Name : 02_RIV_Mad_Indi PM
Site Code : 221050
Start Date : 11/17/2022
Page No : 1
City of Riverside
N/S: Madison Street
E/W: Indiana Avenue
Weather: Clear
Groups Printed- 3 Axle Vehicles
Madison Street
Southbound
Indiana Avenue
Westbound
Madison Street
Northbound
Indiana Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:15 PM 0 1 1 2 0 0 0 0 0 1 0 1 1 0 0 1 4
04:30 PM 0 0 1 1 0 1 0 1 0 0 0 0 1 0 0 1 3
04:45 PM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1
Total 0 1 3 4 0 1 0 1 0 1 0 1 2 0 0 2 8
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 1 2
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
Total 0 1 1 2 0 0 0 0 0 0 0 0 0 0 1 1 3
Grand Total 0 2 4 6 0 1 0 1 0 1 0 1 2 0 1 3 11
Apprch % 0 33.3 66.7 0 100 0 0 100 0 66.7 0 33.3
Total % 0 18.2 36.4 54.5 0 9.1 0 9.1 0 9.1 0 9.1 18.2 0 9.1 27.3 Madison Street
Southbound
Indiana Avenue
Westbound
Madison Street
Northbound
Indiana Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 0 1 1 0 1 0 1 0 0 0 0 1 0 0 1 3
04:45 PM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 1 2
Total Volume 0 0 3 3 0 1 0 1 0 0 0 0 1 0 1 2 6
% App. Total 0 0 100 0 100 0 0 0 0 50 0 50
PHF .000 .000 .750 .750 .000 .250 .000 .250 .000 .000 .000 .000 .250 .000 .250 .500 .500 Counts Unlimited, Inc.

3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 0 1 1 0 1 0 1 0 0 0 0 1 0 0 1
+15 mins. 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+45 mins. 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 1
Total Volume 0 0 3 3 0 1 0 1 0 0 0 0 1 0 1 2
% App. Total 0 0 100 0 100 0 0 0 0 50 0 50
PHF .000 .000 .750 .750 .000 .250 .000 .250 .000 .000 .000 .000 .250 .000 .250 .500 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices File Name : 02_RIV_Mad_Indi PM
Site Code : 221050
Start Date : 11/17/2022
Page No : 1
City of Riverside
N/S: Madison Street
E/W: Indiana Avenue
Weather: Clear
Groups Printed- 4+ Axle Trucks
Madison Street
Southbound
Indiana Avenue
Westbound
Madison Street
Northbound
Indiana Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 1 0 1 0 0 1 1 0 0 0 0 2 0 0 2 4
04:15 PM 0 0 1 1 0 0 0 0 0 1 0 1 0 0 0 0 2
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 1 1 0 0 0 0 0 1 0 1 0 0 0 0 2
Total 0 1 2 3 0 0 1 1 0 2 0 2 2 0 0 2 8
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2
Total 1 2 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3
Grand Total 1 3 2 6 0 0 1 1 0 2 0 2 2 0 0 2 11
Apprch % 16.7 50 33.3 0 0 100 0 100 0 100 0 0
Total % 9.1 27.3 18.2 54.5 0 0 9.1 9.1 0 18.2 0 18.2 18.2 0 0 18.2 Madison Street
Southbound
Indiana Avenue
Westbound
Madison Street
Northbound
Indiana Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 1 1 0 0 0 0 0 1 0 1 0 0 0 0 2
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
Total Volume 1 0 1 2 0 0 0 0 0 1 0 1 0 0 0 0 3
% App. Total 50 0 50 0 0 0 0 100 0 0 0 0
PHF .250 .000 .250 .500 .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 .375 Counts Unlimited, Inc.

4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 1 1 0 0 0 0 0 1 0 1 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+45 mins. 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 1 0 1 2 0 0 0 0 0 1 0 1 0 0 0 0
% App. Total 50 0 50 0 0 0 0 100 0 0 0 0
PHF .250 .000 .250 .500 .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Location: Date: 11/17/2022
N/S: Day: Thursday
E/W:

North Leg East Leg South Leg West Leg
Madison Street Indiana Avenue Madison Street Indiana Avenue Pedestrians Pedestrians Pedestrians Pedestrians
0201 3
0001 1
0210 3
0411 6
0422 8
0201 3
0400 4
0200 2
02 04 6 3 0
North Leg East Leg South Leg West Leg
Madison Street Indiana Avenue Madison Street Indiana Avenue Pedestrians Pedestrians Pedestrians Pedestrians
0411 6
0011 2
0202 4
0211 4
0202 4
0012 3
0310 4
0102 3
0 14 5 11 30
5:15 PM
5:30 PM
5:45 PM
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
7:00 AM
7:15 AM
7:30 AM
7:45 AM
TOTAL VOLUMES:
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Riverside
Madison Street
Indiana Avenue

PEDESTRIANS
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Location: Date: 11/17/2022
N/S: Day: Thursday
E/W:

Left Thru Right Left Thru Right Left Thru Right Left Thru Right 010000000000 1
000000000000 0
000000000000 0
000000010000 1
000000000000 0
000000010000 1
000000000000 0
010000000000 1
020000020000 4
Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000010000 1
000000100000 1
010001000000 2
001000000000 1
000000000001 1
000000000000 0
000000000000 0
000000000000 0
011001110001 6
Indiana Avenue
TOTAL VOLUMES:

Madison Street Indiana Avenue Madison Street Indiana Avenue Southbound Westbound Northbound Eastbound
5:30 PM
5:45 PM
Madison Street Indiana Avenue Madison Street
Eastbound
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Southbound Westbound Northbound
Indiana Avenue
Madison
Street
Riverside

BICYCLES
7:30 AM
7:00 AM
7:15 AM
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices File Name : 03_RIV_Mad_Casa AM
Site Code : 221050
Start Date : 11/17/2022
Page No : 1
City of Riverside
N/S: Madison Street
E/W: Casa Blanca Street
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Madison Street
Southbound
Splash Express Driveway
Southwestbound
Home Depot Driveway
Westbound
Madison Street
Northbound
Casa Blanca Street
Eastbound
Start Time
Hard Left
Left Thru Right App. Total Hard Left Bear Left Bear Right Hard Right App. Total Left Thru Right Hard Right App. Total Left Thru
Bear Right
Right App. Total Left
Bear Left
Thru Right App. Total Int. Total
07:00 AM 1 14 68 1 84 0 2 0 1 3 2 0 12 0 14 0 77 1 2 80 2 0 1 2 5 186 07:15 AM 0 23 58 4 85 0 0 0 0 0 10 0 18 0 28 1 102 0 5 108 4 0 0 2 6 227 07:30 AM 0 13 56 5 74 0 0 0 0 0 3 0 16 0 19 2 97 0 7 106 1 0 1 3 5 204 07:45 AM 1 29 72 5 107 0 0 0 0 0 7 0 18 0 25 4 122 1 7 134 3 0 4 4 11 277 Total 2 79 254 15 350 0 2 0 1 3 22 0 64 0 86 7 398 2 21 428 10 0 6 11 27 894 08:00 AM 1 19 74 7 101 0 0 0 3 3 6 1 13 0 20 0 100 1 7 108 1 0 2 0 3 235 08:15 AM 1 20 83 8 112 0 0 0 5 5 3 0 18 0 21 1 87 1 8 97 0 0 0 5 5 240 08:30 AM 5 19 61 2 87 0 0 0 3 3 3 1 25 0 29 1 84 1 14 100 4 0 1 4 9 228 08:45 AM 3 41 77 7 128 0 0 0 12 12 11 0 23 0 34 3 85 0 9 97 1 0 1 2 4 275 Total 10 99 295 24 428 0 0 0 23 23 23 2 79 0 104 5 356 3 38 402 6 0 4 11 21 978 Grand Total 12 178 549 39 778 0 2 0 24 26 45 2 143 0 190 12 754 5 59 830 16 0 10 22 48 1872 Apprch % 1.5 22.9 70.6 5 0 7.7 0 92.3 23.7 1.1 75.3 0 1.4 90.8 0.6 7.1 33.3 0 20.8 45.8 Total % 0.6 9.5 29.3 2.1 41.6 0 0.1 0 1.3 1.4 2.4 0.1 7.6 0 10.1 0.6 40.3 0.3 3.2 44.3 0.9 0 0.5 1.2 2.6 Passenger Vehicles 12 176 516 39 743 0 2 0 24 26 44 2 138 0 184 12 723 5 59 799 15 0 6 21 42 1794 % Passenger Vehicles
100 98.9 94 100 95.5 0 100 0 100 100 97.8 100 96.5 0 96.8 100 95.9 100 100 96.3 93.8 0 60 95.5 87.5 95.8 Large 2 Axle Vehicles
0 1 23 0 24 0 0 0 0 0 1 0 3 0 4 0 21 0 0 21 1 0 0 1 2 51 % Large 2 Axle Vehicles
0 0.6 4.2 0 3.1 0 0 0 0 0 2.2 0 2.1 0 2.1 0 2.8 0 0 2.5 6.2 0 0 4.5 4.2 2.7 3 Axle Vehicles 0 0 2 0 2 0 0 0 0 0 0 0 2 0 2 0 4 0 0 4 0 0 4 0 4 12 % 3 Axle Vehicles 0 0 0.4 0 0.3 0 0 0 0 0 0 0 1.4 0 1.1 0 0.5 0 0 0.5 0 0 40 0 8.3 0.6 4+ Axle Trucks 0 1 8 0 9 0 0 0 0 0 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 15 % 4+ Axle Trucks 0 0.6 1.5 0 1.2 0 0 0 0 0 0 0 0 0 0 0 0.8 0 0 0.7 0 0 0 0 0 0.8 Madison Street
Southbound
Splash Express Driveway
Southwestbound
Home Depot Driveway
Westbound
Madison Street
Northbound
Casa Blanca Street
Eastbound
Start Time
Hard Left
Left Thru Right App. Total Hard Left Bear Left Bear Right Hard Right App. Total Left Thru Right Hard Right App. Total Left Thru
Bear Right
Right App. Total Left
Bear Left
Thru Right App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM
1 29 72 5 107 0 0 0 0 0 7 0 18 0 25 4 122 1 7 134 3 0 4 4 11 277 08:00 AM 1 19 74 7 101 0 0 0 3 3 6 1 13 0 20 0 100 1 7 108 1 0 2 0 3 235 08:15 AM 1 20 83 8 112 0 0 0 5 5 3 0 18 0 21 1 87 1 8 97 0 0 0 5 5 240 08:30 AM 5 19 61 2 87 0 0 0 3 3 3 1 25 0 29 1 84 1 14 100 4 0 1 4 9 228 Total Volume 8 87 290 22 407 0 0 0 11 11 19 2 74 0 95 6 393 4 36 439 8 0 7 13 28 980 % App. Total 2 21.4 71.3 5.4 0 0 0 100 20 2.1 77.9 0 1.4 89.5 0.9 8.2 28.6 0 25 46.4 PHF .400 .750 .873 .688 .908 .000 .000 .000 .550 .550 .679 .500 .740 .000 .819 .375 .805 1.00 .643 .819 .500 .000 .438 .650 .636 .884 Counts Unlimited, Inc.

Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices File Name : 03_RIV_Mad_Casa AM
Site Code : 221050
Start Date : 11/17/2022
Page No : 1
City of Riverside
N/S: Madison Street
E/W: Casa Blanca Street
Weather: Clear
Groups Printed- Passenger Vehicles
Madison Street
Southbound
Splash Express Driveway
Southwestbound
Home Depot Driveway
Westbound
Madison Street
Northbound
Casa Blanca Street
Eastbound
Start Time
Hard Left
Left Thru Right App. Total Hard Left Bear Left Bear Right Hard Right App. Total Left Thru Right Hard Right App. Total Left Thru
Bear Right
Right App. Total Left
Bear Left
Thru Right App. Total Int. Total
07:00 AM 1 13 65 1 80 0 2 0 1 3 2 0 11 0 13 0 74 1 2 77 1 0 1 2 4 177 07:15 AM 0 23 54 4 81 0 0 0 0 0 10 0 17 0 27 1 98 0 5 104 4 0 0 2 6 218 07:30 AM 0 13 51 5 69 0 0 0 0 0 3 0 16 0 19 2 91 0 7 100 1 0 1 3 5 193 07:45 AM 1 29 67 5 102 0 0 0 0 0 7 0 18 0 25 4 114 1 7 126 3 0 1 3 7 260 Total 2 78 237 15 332 0 2 0 1 3 22 0 62 0 84 7 377 2 21 407 9 0 3 10 22 848 08:00 AM 1 18 72 7 98 0 0 0 3 3 6 1 13 0 20 0 99 1 7 107 1 0 2 0 3 231 08:15 AM 1 20 78 8 107 0 0 0 5 5 2 0 16 0 18 1 86 1 8 96 0 0 0 5 5 231 08:30 AM 5 19 53 2 79 0 0 0 3 3 3 1 24 0 28 1 80 1 14 96 4 0 0 4 8 214 08:45 AM 3 41 76 7 127 0 0 0 12 12 11 0 23 0 34 3 81 0 9 93 1 0 1 2 4 270 Total 10 98 279 24 411 0 0 0 23 23 22 2 76 0 100 5 346 3 38 392 6 0 3 11 20 946 Grand Total 12 176 516 39 743 0 2 0 24 26 44 2 138 0 184 12 723 5 59 799 15 0 6 21 42 1794 Apprch % 1.6 23.7 69.4 5.2 0 7.7 0 92.3 23.9 1.1 75 0 1.5 90.5 0.6 7.4 35.7 0 14.3 50 Total % 0.7 9.8 28.8 2.2 41.4 0 0.1 0 1.3 1.4 2.5 0.1 7.7 0 10.3 0.7 40.3 0.3 3.3 44.5 0.8 0 0.3 1.2 2.3 Madison Street
Southbound
Splash Express Driveway
Southwestbound
Home Depot Driveway
Westbound
Madison Street
Northbound
Casa Blanca Street
Eastbound
Start Time
Hard Left
Left Thru Right App. Total Hard Left Bear Left Bear Right Hard Right App. Total Left Thru Right Hard Right App. Total Left Thru
Bear Right
Right App. Total Left
Bear Left
Thru Right App. Total Int. Total
Peak Hour Analysis From 07:45 AM to 08:30 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 1 29 67 5 102 0 0 0 0 0 7 0 18 0 25 4 114 1 7 126 3 0 1 3 7 260 08:00 AM 1 18 72 7 98 0 0 0 3 3 6 1 13 0 20 0 99 1 7 107 1 0 2 0 3 231 08:15 AM 1 20 78 8 107 0 0 0 5 5 2 0 16 0 18 1 86 1 8 96 0 0 0 5 5 231 08:30 AM 5 19 53 2 79 0 0 0 3 3 3 1 24 0 28 1 80 1 14 96 4 0 0 4 8 214 Total Volume 8 86 270 22 386 0 0 0 11 11 18 2 71 0 91 6 379 4 36 425 8 0 3 12 23 936 % App. Total 2.1 22.3 69.9 5.7 0 0 0 100 19.8 2.2 78 0 1.4 89.2 0.9 8.5 34.8 0 13 52.2 PHF .400 .741 .865 .688 .902 .000 .000 .000 .550 .550 .643 .500 .740 .000 .813 .375 .831 1.00 .643 .843 .500 .000 .375 .600 .719 .900 Counts Unlimited, Inc.

Passenger Vehicles
Peak Hour Data
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices File Name : 03_RIV_Mad_Casa AM
Site Code : 221050
Start Date : 11/17/2022
Page No : 1
City of Riverside
N/S: Madison Street
E/W: Casa Blanca Street
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Madison Street
Southbound
Splash Express Driveway
Southwestbound
Home Depot Driveway
Westbound
Madison Street
Northbound
Casa Blanca Street
Eastbound
Start Time
Hard Left
Left Thru Right App. Total Hard Left Bear Left Bear Right Hard Right App. Total Left Thru Right Hard Right App. Total Left Thru
Bear Right
Right App. Total Left
Bear Left
Thru Right App. Total Int. Total
07:00 AM 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 1 0 0 0 1 6 07:15 AM 0 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 5 07:30 AM 0 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 9 07:45 AM 0 0 4 0 4 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 1 1 8 Total 0 0 12 0 12 0 0 0 0 0 0 0 0 0 0 0 14 0 0 14 1 0 0 1 2 28 08:00 AM 0 1 2 0 3 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 4 08:15 AM 0 0 4 0 4 0 0 0 0 0 1 0 2 0 3 0 1 0 0 1 0 0 0 0 0 8 08:30 AM 0 0 5 0 5 0 0 0 0 0 0 0 1 0 1 0 1 0 0 1 0 0 0 0 0 7 08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 4 Total 0 1 11 0 12 0 0 0 0 0 1 0 3 0 4 0 7 0 0 7 0 0 0 0 0 23 Grand Total 0 1 23 0 24 0 0 0 0 0 1 0 3 0 4 0 21 0 0 21 1 0 0 1 2 51 Apprch % 0 4.2 95.8 0 0 0 0 0 25 0 75 0 0 100 0 0 50 0 0 50 Total % 0 2 45.1 0 47.1 0 0 0 0 0 2 0 5.9 0 7.8 0 41.2 0 0 41.2 2 0 0 2 3.9 Madison Street
Southbound
Splash Express Driveway
Southwestbound
Home Depot Driveway
Westbound
Madison Street
Northbound
Casa Blanca Street
Eastbound
Start Time
Hard Left
Left Thru Right App. Total Hard Left Bear Left Bear Right Hard Right App. Total Left Thru Right Hard Right App. Total Left Thru
Bear Right
Right App. Total Left
Bear Left
Thru Right App. Total Int. Total
Peak Hour Analysis From 07:45 AM to 08:30 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 0 0 4 0 4 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 1 1 8 08:00 AM 0 1 2 0 3 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 4 08:15 AM 0 0 4 0 4 0 0 0 0 0 1 0 2 0 3 0 1 0 0 1 0 0 0 0 0 8 08:30 AM 0 0 5 0 5 0 0 0 0 0 0 0 1 0 1 0 1 0 0 1 0 0 0 0 0 7 Total Volume 0 1 15 0 16 0 0 0 0 0 1 0 3 0 4 0 6 0 0 6 0 0 0 1 1 27 % App. Total 0 6.2 93.8 0 0 0 0 0 25 0 75 0 0 100 0 0 0 0 0 100 PHF .000 .250 .750 .000 .800 .000 .000 .000 .000 .000 .250 .000 .375 .000 .333 .000 .500 .000 .000 .500 .000 .000 .000 .250 .250 .844 Counts Unlimited, Inc.

Large 2 Axle Vehicles
Peak Hour Data
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices File Name : 03_RIV_Mad_Casa AM
Site Code : 221050
Start Date : 11/17/2022
Page No : 1
City of Riverside
N/S: Madison Street
E/W: Casa Blanca Street
Weather: Clear
Groups Printed- 3 Axle Vehicles
Madison Street
Southbound
Splash Express Driveway
Southwestbound
Home Depot Driveway
Westbound
Madison Street
Northbound
Casa Blanca Street
Eastbound
Start Time
Hard Left
Left Thru Right App. Total Hard Left Bear Left Bear Right Hard Right App. Total Left Thru Right Hard Right App. Total Left Thru
Bear Right
Right App. Total Left
Bear Left
Thru Right App. Total Int. Total
07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1 07:30 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 0 3 0 3 6 Total 0 0 1 0 1 0 0 0 0 0 0 0 2 0 2 0 3 0 0 3 0 0 3 0 3 9 08:00 AM 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 08:15 AM 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 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 2 08:45 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 3 Grand Total 0 0 2 0 2 0 0 0 0 0 0 0 2 0 2 0 4 0 0 4 0 0 4 0 4 12 Apprch % 0 0 100 0 0 0 0 0 0 0 100 0 0 100 0 0 0 0 100 0 Total % 0 0 16.7 0 16.7 0 0 0 0 0 0 0 16.7 0 16.7 0 33.3 0 0 33.3 0 0 33.3 0 33.3 Madison Street
Southbound
Splash Express Driveway
Southwestbound
Home Depot Driveway
Westbound
Madison Street
Northbound
Casa Blanca Street
Eastbound
Start Time
Hard Left
Left Thru Right App. Total Hard Left Bear Left Bear Right Hard Right App. Total Left Thru Right Hard Right App. Total Left Thru
Bear Right
Right App. Total Left
Bear Left
Thru Right App. Total Int. Total
Peak Hour Analysis From 07:45 AM to 08:30 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 0 3 0 3 6 08:00 AM 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 08:15 AM 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 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 2 Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 0 4 0 4 8 % App. Total 0 0 0 0 0 0 0 0 0 0 0 0 0 100 0 0 0 0 100 0 PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .333 .000 .000 .333 .000 .000 .333 .000 .333 .333 Counts Unlimited, Inc.

3 Axle Vehicles
Peak Hour Data
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices File Name : 03_RIV_Mad_Casa AM
Site Code : 221050
Start Date : 11/17/2022
Page No : 1
City of Riverside
N/S: Madison Street
E/W: Casa Blanca Street
Weather: Clear
Groups Printed- 4+ Axle Trucks
Madison Street
Southbound
Splash Express Driveway
Southwestbound
Home Depot Driveway
Westbound
Madison Street
Northbound
Casa Blanca Street
Eastbound
Start Time
Hard Left
Left Thru Right App. Total Hard Left Bear Left Bear Right Hard Right App. Total Left Thru Right Hard Right App. Total Left Thru
Bear Right
Right App. Total Left
Bear Left
Thru Right App. Total Int. Total
07:00 AM 0 1 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 07:15 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 3 07:30 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 07:45 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 3 Total 0 1 4 0 5 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 9 08:00 AM 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 08:15 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 08:30 AM 0 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 5 08:45 AM 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 Total 0 0 4 0 4 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 6 Grand Total 0 1 8 0 9 0 0 0 0 0 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 15 Apprch % 0 11.1 88.9 0 0 0 0 0 0 0 0 0 0 100 0 0 0 0 0 0 Total % 0 6.7 53.3 0 60 0 0 0 0 0 0 0 0 0 0 0 40 0 0 40 0 0 0 0 0 Madison Street
Southbound
Splash Express Driveway
Southwestbound
Home Depot Driveway
Westbound
Madison Street
Northbound
Casa Blanca Street
Eastbound
Start Time
Hard Left
Left Thru Right App. Total Hard Left Bear Left Bear Right Hard Right App. Total Left Thru Right Hard Right App. Total Left Thru
Bear Right
Right App. Total Left
Bear Left
Thru Right App. Total Int. Total
Peak Hour Analysis From 07:45 AM to 08:30 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 3 08:00 AM 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 08:15 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 08:30 AM 0 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 5 Total Volume 0 0 5 0 5 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 9 % App. Total 0 0 100 0 0 0 0 0 0 0 0 0 0 100 0 0 0 0 0 0 PHF .000 .000 .417 .000 .417 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .500 .000 .000 .500 .000 .000 .000 .000 .000 .450 Counts Unlimited, Inc.

4+ Axle Trucks
Peak Hour Data
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices File Name : 03_RIV_Mad_Casa PM
Site Code : 221050
Start Date : 11/17/2022
Page No : 1
City of Riverside
N/S: Madison Street
E/W: Casa Blanca Street
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Madison Street
Southbound
Splash Express Driveway
Southwestbound
Home Depot Driveway
Westbound
Madison Street
Northbound
Casa Blanca Street
Eastbound
Start Time
Hard Left
Left Thru Right App. Total Hard Left Bear Left Bear Right Hard Right App. Total Left Thru Right Hard Right App. Total Left Thru
Bear Right
Right App. Total Left
Bear Left
Thru Right App. Total Int. Total
04:00 PM 1 17 110 4 132 0 0 0 13 13 11 1 21 0 33 1 88 1 9 99 0 0 2 6 8 285 04:15 PM 2 24 111 4 141 0 0 0 6 6 14 0 27 0 41 3 80 1 14 98 4 0 1 1 6 292 04:30 PM 4 21 117 12 154 0 0 0 7 7 11 0 31 0 42 1 112 0 8 121 2 0 0 0 2 326 04:45 PM 1 22 148 5 176 0 0 0 10 10 11 1 19 0 31 2 99 0 11 112 2 0 0 0 2 331 Total 8 84 486 25 603 0 0 0 36 36 47 2 98 0 147 7 379 2 42 430 8 0 3 7 18 1234 05:00 PM 3 14 137 10 164 0 0 0 5 5 13 0 25 0 38 1 110 1 10 122 2 0 0 4 6 335 05:15 PM 3 12 124 2 141 0 0 0 7 7 15 0 28 0 43 2 95 0 7 104 1 0 1 4 6 301 05:30 PM 2 20 102 6 130 0 0 0 1 1 11 1 20 0 32 1 73 0 2 76 1 0 1 3 5 244 05:45 PM 4 14 142 8 168 0 0 0 5 5 7 0 18 0 25 1 73 2 10 86 0 0 0 2 2 286 Total 12 60 505 26 603 0 0 0 18 18 46 1 91 0 138 5 351 3 29 388 4 0 2 13 19 1166 Grand Total 20 144 991 51 1206 0 0 0 54 54 93 3 189 0 285 12 730 5 71 818 12 0 5 20 37 2400 Apprch % 1.7 11.9 82.2 4.2 0 0 0 100 32.6 1.1 66.3 0 1.5 89.2 0.6 8.7 32.4 0 13.5 54.1 Total % 0.8 6 41.3 2.1 50.2 0 0 0 2.2 2.2 3.9 0.1 7.9 0 11.9 0.5 30.4 0.2 3 34.1 0.5 0 0.2 0.8 1.5 Passenger Vehicles 20 144 980 50 1194 0 0 0 54 54 92 3 187 0 282 12 720 5 71 808 12 0 5 20 37 2375 % Passenger Vehicles
100 100 98.9 98 99 0 0 0 100 100 98.9 100 98.9 0 98.9 100 98.6 100 100 98.8 100 0 100 100 100 99 Large 2 Axle Vehicles
0 0 7 1 8 0 0 0 0 0 1 0 2 0 3 0 6 0 0 6 0 0 0 0 0 17
% Large 2 Axle Vehicles
0 0 0.7 2 0.7 0 0 0 0 0 1.1 0 1.1 0 1.1 0 0.8 0 0 0.7 0 0 0 0 0 0.7 3 Axle Vehicles 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 % 3 Axle Vehicles 0 0 0.1 0 0.1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4+ Axle Trucks 0 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 7 % 4+ Axle Trucks 0 0 0.3 0 0.2 0 0 0 0 0 0 0 0 0 0 0 0.5 0 0 0.5 0 0 0 0 0 0.3 Madison Street
Southbound
Splash Express Driveway
Southwestbound
Home Depot Driveway
Westbound
Madison Street
Northbound
Casa Blanca Street
Eastbound
Start Time
Hard Left
Left Thru Right App. Total Hard Left Bear Left Bear Right Hard Right App. Total Left Thru Right Hard Right App. Total Left Thru
Bear Right
Right App. Total Left
Bear Left
Thru Right App. Total Int. Total
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM
4 21 117 12 154 0 0 0 7 7 11 0 31 0 42 1 112 0 8 121 2 0 0 0 2 326 04:45 PM 1 22 148 5 176 0 0 0 10 10 11 1 19 0 31 2 99 0 11 112 2 0 0 0 2 331 05:00 PM 3 14 137 10 164 0 0 0 5 5 13 0 25 0 38 1 110 1 10 122 2 0 0 4 6 335 05:15 PM 3 12 124 2 141 0 0 0 7 7 15 0 28 0 43 2 95 0 7 104 1 0 1 4 6 301 Total Volume 11 69 526 29 635 0 0 0 29 29 50 1 103 0 154 6 416 1 36 459 7 0 1 8 16 1293 % App. Total 1.7 10.9 82.8 4.6 0 0 0 100 32.5 0.6 66.9 0 1.3 90.6 0.2 7.8 43.8 0 6.2 50 PHF .688 .784 .889 .604 .902 .000 .000 .000 .725 .725 .833 .250 .831 .000 .895 .750 .929 .250 .818 .941 .875 .000 .250 .500 .667 .965 Counts Unlimited, Inc.

Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices File Name : 03_RIV_Mad_Casa PM
Site Code : 221050
Start Date : 11/17/2022
Page No : 1
City of Riverside
N/S: Madison Street
E/W: Casa Blanca Street
Weather: Clear
Groups Printed- Passenger Vehicles
Madison Street
Southbound
Splash Express Driveway
Southwestbound
Home Depot Driveway
Westbound
Madison Street
Northbound
Casa Blanca Street
Eastbound
Start Time
Hard Left
Left Thru Right App. Total Hard Left Bear Left Bear Right Hard Right App. Total Left Thru Right Hard Right App. Total Left Thru
Bear Right
Right App. Total Left
Bear Left
Thru Right App. Total Int. Total
04:00 PM 1 17 109 4 131 0 0 0 13 13 11 1 20 0 32 1 83 1 9 94 0 0 2 6 8 278 04:15 PM 2 24 110 3 139 0 0 0 6 6 14 0 27 0 41 3 78 1 14 96 4 0 1 1 6 288 04:30 PM 4 21 117 12 154 0 0 0 7 7 11 0 30 0 41 1 110 0 8 119 2 0 0 0 2 323 04:45 PM 1 22 148 5 176 0 0 0 10 10 11 1 19 0 31 2 98 0 11 111 2 0 0 0 2 330 Total 8 84 484 24 600 0 0 0 36 36 47 2 96 0 145 7 369 2 42 420 8 0 3 7 18 1219 05:00 PM 3 14 136 10 163 0 0 0 5 5 13 0 25 0 38 1 110 1 10 122 2 0 0 4 6 334 05:15 PM 3 12 122 2 139 0 0 0 7 7 15 0 28 0 43 2 95 0 7 104 1 0 1 4 6 299 05:30 PM 2 20 100 6 128 0 0 0 1 1 10 1 20 0 31 1 73 0 2 76 1 0 1 3 5 241 05:45 PM 4 14 138 8 164 0 0 0 5 5 7 0 18 0 25 1 73 2 10 86 0 0 0 2 2 282 Total 12 60 496 26 594 0 0 0 18 18 45 1 91 0 137 5 351 3 29 388 4 0 2 13 19 1156 Grand Total 20 144 980 50 1194 0 0 0 54 54 92 3 187 0 282 12 720 5 71 808 12 0 5 20 37 2375 Apprch % 1.7 12.1 82.1 4.2 0 0 0 100 32.6 1.1 66.3 0 1.5 89.1 0.6 8.8 32.4 0 13.5 54.1 Total % 0.8 6.1 41.3 2.1 50.3 0 0 0 2.3 2.3 3.9 0.1 7.9 0 11.9 0.5 30.3 0.2 3 34 0.5 0 0.2 0.8 1.6 Madison Street
Southbound
Splash Express Driveway
Southwestbound
Home Depot Driveway
Westbound
Madison Street
Northbound
Casa Blanca Street
Eastbound
Start Time
Hard Left
Left Thru Right App. Total Hard Left Bear Left Bear Right Hard Right App. Total Left Thru Right Hard Right App. Total Left Thru
Bear Right
Right App. Total Left
Bear Left
Thru Right App. Total Int. Total
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 4 21 117 12 154 0 0 0 7 7 11 0 30 0 41 1 110 0 8 119 2 0 0 0 2 323 04:45 PM 1 22 148 5 176 0 0 0 10 10 11 1 19 0 31 2 98 0 11 111 2 0 0 0 2 330 05:00 PM 3 14 136 10 163 0 0 0 5 5 13 0 25 0 38 1 110 1 10 122 2 0 0 4 6 334 05:15 PM 3 12 122 2 139 0 0 0 7 7 15 0 28 0 43 2 95 0 7 104 1 0 1 4 6 299 Total Volume 11 69 523 29 632 0 0 0 29 29 50 1 102 0 153 6 413 1 36 456 7 0 1 8 16 1286 % App. Total 1.7 10.9 82.8 4.6 0 0 0 100 32.7 0.7 66.7 0 1.3 90.6 0.2 7.9 43.8 0 6.2 50 PHF .688 .784 .883 .604 .898 .000 .000 .000 .725 .725 .833 .250 .850 .000 .890 .750 .939 .250 .818 .934 .875 .000 .250 .500 .667 .963 Counts Unlimited, Inc.

Passenger Vehicles
Peak Hour Data
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices File Name : 03_RIV_Mad_Casa PM
Site Code : 221050
Start Date : 11/17/2022
Page No : 1
City of Riverside
N/S: Madison Street
E/W: Casa Blanca Street
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Madison Street
Southbound
Splash Express Driveway
Southwestbound
Home Depot Driveway
Westbound
Madison Street
Northbound
Casa Blanca Street
Eastbound
Start Time
Hard Left
Left Thru Right App. Total Hard Left Bear Left Bear Right Hard Right App. Total Left Thru Right Hard Right App. Total Left Thru
Bear Right
Right App. Total Left
Bear Left
Thru Right App. Total Int. Total
04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 4 0 0 4 0 0 0 0 0 5 04:15 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 2 0 0 2 0 0 0 0 0 3 04:45 PM 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 Total 0 0 0 1 1 0 0 0 0 0 0 0 2 0 2 0 6 0 0 6 0 0 0 0 0 9 05:00 PM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 05:15 PM 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 05:30 PM 0 0 2 0 2 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 3 05:45 PM 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 Total 0 0 7 0 7 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 8 Grand Total 0 0 7 1 8 0 0 0 0 0 1 0 2 0 3 0 6 0 0 6 0 0 0 0 0 17 Apprch % 0 0 87.5 12.5 0 0 0 0 33.3 0 66.7 0 0 100 0 0 0 0 0 0 Total % 0 0 41.2 5.9 47.1 0 0 0 0 0 5.9 0 11.8 0 17.6 0 35.3 0 0 35.3 0 0 0 0 0 Madison Street
Southbound
Splash Express Driveway
Southwestbound
Home Depot Driveway
Westbound
Madison Street
Northbound
Casa Blanca Street
Eastbound
Start Time
Hard Left
Left Thru Right App. Total Hard Left Bear Left Bear Right Hard Right App. Total Left Thru Right Hard Right App. Total Left Thru
Bear Right
Right App. Total Left
Bear Left
Thru Right App. Total Int. Total
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 2 0 0 2 0 0 0 0 0 3 04:45 PM 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 05:00 PM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 05:15 PM 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 Total Volume 0 0 3 0 3 0 0 0 0 0 0 0 1 0 1 0 2 0 0 2 0 0 0 0 0 6 % App. Total 0 0 100 0 0 0 0 0 0 0 100 0 0 100 0 0 0 0 0 0 PHF .000 .000 .375 .000 .375 .000 .000 .000 .000 .000 .000 .000 .250 .000 .250 .000 .250 .000 .000 .250 .000 .000 .000 .000 .000 .500 Counts Unlimited, Inc.

Large 2 Axle Vehicles
Peak Hour Data
North
Counts Unlimited, Inc.

3 Axle Vehicles
Peak Hour Data
North
Counts Unlimited, Inc.

4+ Axle Trucks
Peak Hour Data
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Location: Date: 11/17/2022
N/S: Day: Thursday
E/W:

North Leg Northeast Leg East Leg South Leg West Leg
Madison Street Splash Express Driveway Home Depot Driveway Madison Street Casa Blanca Street Pedestrians Pedestrians Pedestrians Pedestrians Pedestrians 05400 9
03400 7
14300 8
04400 8
03300 6
01300 4
12100 4
01100 2
22 3 2 30 0 4 8
North Leg Northeast Leg East Leg South Leg West Leg
Madison Street Splash Express Driveway Home Depot Driveway Madison Street Casa Blanca Street Pedestrians Pedestrians Pedestrians Pedestrians Pedestrians 13300 7
12000 3
02300 5
01100 2
04300 7
22200 6
12100 4
01100 2
51 7 1 40 0 3 6

PEDESTRIANS
Riverside
Madison Street
Casa Blanca Street
7:00 AM
7:15 AM
7:30 AM
7:45 AM
TOTAL VOLUMES:
8:00 AM
8:15 AM
8:30 AM
8:45 AM
5:15 PM
5:30 PM
5:45 PM
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Location: Date: 11/17/2022
N/S: Day: Thursday
E/W:

H Left Left Thru Right H Left B Left B Right H Right Left Thru Right H Right Left Thru B Right Right Left B Left Thru Right 00000000000000000000 0
00000000000000000000 0
00000000000000000010 1
00000000000000000010 1
00000000000010000000 1
00000000000001000000 1
00100000000000000000 1
00000000000001000000 1
00100000000012000020 6
H Left Left Thru Right H Left B Left B Right H Right Left Thru Right H Right Left Thru B Right Right Left B Left Thru Right 00000000000001010000 2
00000000000000000000 0
00100000000001000000 2
00100000000001000000 2
00000000000000000000 0
00000000000000000000 0
00000000000000000000 0
00000000000000000000 0
00200000000003010000 6
Casa Blanca Street
Madison Street
Riverside
7:30 AM
7:00 AM
7:15 AM
Northeast Leg
Splash Express Driveway

BICYCLES
Eastbound
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Southbound Westbound Northbound
5:30 PM
5:45
PM
Madison Street Home Depot Driveway Madison Street
Northeast Leg
Splash Express Driveway
Casa Blanca Street
TOTAL VOLUMES:

Madison Street Home Depot Driveway Madison Street Casa Blanca Street Southbound Westbound Northbound Eastbound
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices File Name : 04_RIV_Mad_RR AM
Site Code : 221050
Start Date : 11/17/2022
Page No : 1
City of Riverside
N/S: Madison Street
E/W: Railroad Avenue
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Madison Street
Southbound
Madison Street
Northbound
Railroad Avenue
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 07:00 AM 68 2 70 3 80 83 0 3 3 156
07:15 AM 70 4 74 3 110 113 1 1 2 189
07:30 AM 59 1 60 3 107 110 2 1 3 173
07:45 AM 77 5 82 4 133 137 2 1 3 222
Total 274 12 286 13 430 443 5 6 11 740
08:00 AM 73 1 74 1 102 103 1 2 3 180
08:15 AM 86 3 89 2 92 94 0 4 4 187
08:30 AM 72 2 74 0 103 103 0 2 2 179
08:45 AM 87 4 91 2 92 94 0 2 2 187
Total 318 10 328 5 389 394 1 10 11 733
Grand Total 592 22 614 18 819 837 6 16 22 1473
Apprch % 96.4 3.6 2.2 97.8 27.3 72.7
Total % 40.2 1.5 41.7 1.2 55.6 56.8 0.4 1.1 1.5
Passenger Vehicles 554 21 575 18 791 809 6 16 22 1406
% Passenger Vehicles 93.6 95.5 93.6 100 96.6 96.7 100 100 100 95.5 Large 2 Axle Vehicles 27 1 28 0 19 19 0 0 0 47
% Large 2 Axle Vehicles 4.6 4.5 4.6 0 2.3 2.3 0 0 0 3.2 3 Axle Vehicles 3 0 3 0 4 4 0 0 0 7
% 3 Axle Vehicles 0.5 0 0.5 0 0.5 0.5 0 0 0 0.5
4+ Axle Trucks 8 0 8 0 5 5 0 0 0 13
% 4+ Axle Trucks 1.4 0 1.3 0 0.6 0.6 0 0 0 0.9
Madison Street
Southbound
Madison Street
Northbound
Railroad Avenue
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 77 5 82 4 133 137 2 1 3 222
08:00 AM 73 1 74 1 102 103 1 2 3 180
08:15 AM 86 3 89 2 92 94 0 4 4 187
08:30 AM 72 2 74 0 103 103 0 2 2 179
Total Volume 308 11 319 7 430 437 3 9 12 768
% App. Total 96.6 3.4 1.6 98.4 25 75
PHF .895 .550 .896 .438 .808 .797 .375 .563 .750 .865
Counts Unlimited, Inc.

Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 07:15 AM 07:30 AM
+0 mins. 73 1 74 3 110 113 2 1 3
+15 mins. 86 3 89 3 107 110 2 1 3
+30 mins. 72 2 74 4 133 137 1 2 3
+45 mins. 87 4 91 1 102 103 0 4 4
Total Volume 318 10 328 11 452 463 5 8 13
% App. Total 97 3 2.4 97.6 38.5 61.5
PHF .914 .625 .901 .688 .850 .845 .625 .500 .813
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices File Name : 04_RIV_Mad_RR AM
Site Code : 221050
Start Date : 11/17/2022
Page No : 1
City of Riverside
N/S: Madison Street
E/W: Railroad Avenue
Weather: Clear
Groups Printed- Passenger Vehicles
Madison Street
Southbound
Madison Street
Northbound
Railroad Avenue
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 07:00 AM 64 2 66 3 79 82 0 3 3 151
07:15 AM 66 4 70 3 106 109 1 1 2 181
07:30 AM 53 1 54 3 102 105 2 1 3 162
07:45 AM 72 5 77 4 125 129 2 1 3 209
Total 255 12 267 13 412 425 5 6 11 703
08:00 AM 69 1 70 1 101 102 1 2 3 175
08:15 AM 80 3 83 2 91 93 0 4 4 180
08:30 AM 65 1 66 0 98 98 0 2 2 166
08:45 AM 85 4 89 2 89 91 0 2 2 182
Total 299 9 308 5 379 384 1 10 11 703
Grand Total 554 21 575 18 791 809 6 16 22 1406
Apprch % 96.3 3.7 2.2 97.8 27.3 72.7
Total % 39.4 1.5 40.9 1.3 56.3 57.5 0.4 1.1 1.6
Madison Street
Southbound
Madison Street
Northbound
Railroad Avenue
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 07:45 AM to 08:30 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 72 5 77 4 125 129 2 1 3 209
08:00 AM 69 1 70 1 101 102 1 2 3 175
08:15 AM 80 3 83 2 91 93 0 4 4 180
08:30 AM 65 1 66 0 98 98 0 2 2 166
Total Volume 286 10 296 7 415 422 3 9 12 730
% App. Total 96.6 3.4 1.7 98.3 25 75
PHF .894 .500 .892 .438 .830 .818 .375 .563 .750 .873
Counts Unlimited, Inc.

Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:45 AM to 08:30 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:45 AM 07:45 AM 07:45 AM
+0 mins. 72 5 77 4 125 129 2 1 3
+15 mins. 69 1 70 1 101 102 1 2 3
+30 mins. 80 3 83 2 91 93 0 4 4
+45 mins. 65 1 66 0 98 98 0 2 2
Total Volume 286 10 296 7 415 422 3 9 12
% App. Total 96.6 3.4 1.7 98.3 25 75
PHF .894 .500 .892 .438 .830 .818 .375 .563 .750
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices File Name : 04_RIV_Mad_RR AM
Site Code : 221050
Start Date : 11/17/2022
Page No : 1
City of Riverside
N/S: Madison Street
E/W: Railroad Avenue
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Madison Street
Southbound
Madison Street
Northbound
Railroad Avenue
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 07:00 AM 3 0 3 0 1 1 0 0 0 4
07:15 AM 3 0 3 0 2 2 0 0 0 5
07:30 AM 3 0 3 0 5 5 0 0 0 8
07:45 AM 5 0 5 0 4 4 0 0 0 9
Total 14 0 14 0 12 12 0 0 0 26
08:00 AM 4 0 4 0 1 1 0 0 0 5
08:15 AM 5 0 5 0 1 1 0 0 0 6
08:30 AM 3 1 4 0 2 2 0 0 0 6
08:45 AM 1 0 1 0 3 3 0 0 0 4
Total 13 1 14 0 7 7 0 0 0 21
Grand Total 27 1 28 0 19 19 0 0 0 47
Apprch % 96.4 3.6 0 100 0 0
Total % 57.4 2.1 59.6 0 40.4 40.4 0 0 0
Madison Street
Southbound
Madison Street
Northbound
Railroad Avenue
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 07:45 AM to 08:30 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 5 0 5 0 4 4 0 0 0 9
08:00 AM 4 0 4 0 1 1 0 0 0 5
08:15 AM 5 0 5 0 1 1 0 0 0 6
08:30 AM 3 1 4 0 2 2 0 0 0 6
Total Volume 17 1 18 0 8 8 0 0 0 26
% App. Total 94.4 5.6 0 100 0 0
PHF .850 .250 .900 .000 .500 .500 .000 .000 .000 .722
Counts Unlimited, Inc.

Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:45 AM to 08:30 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:45 AM 07:45 AM 07:45 AM
+0 mins. 5 0 5 0 4 4 0 0 0
+15 mins. 4 0 4 0 1 1 0 0 0
+30 mins. 5 0 5 0 1 1 0 0 0
+45 mins. 3 1 4 0 2 2 0 0 0
Total Volume 17 1 18 0 8 8 0 0 0
% App. Total 94.4 5.6 0 100 0 0
PHF .850 .250 .900 .000 .500 .500 .000 .000 .000
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices File Name : 04_RIV_Mad_RR AM
Site Code : 221050
Start Date : 11/17/2022
Page No : 1
City of Riverside
N/S: Madison Street
E/W: Railroad Avenue
Weather: Clear
Groups Printed- 3 Axle Vehicles
Madison Street
Southbound
Madison Street
Northbound
Railroad Avenue
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0
07:15 AM 0 0 0 0 1 1 0 0 0 1
07:30 AM 2 0 2 0 0 0 0 0 0 2
07:45 AM 0 0 0 0 2 2 0 0 0 2
Total 2 0 2 0 3 3 0 0 0 5
08:00 AM 0 0 0 0 0 0 0 0 0 0
08:15 AM 0 0 0 0 0 0 0 0 0 0
08:30 AM 0 0 0 0 1 1 0 0 0 1
08:45 AM 1 0 1 0 0 0 0 0 0 1
Total 1 0 1 0 1 1 0 0 0 2
Grand Total 3 0 3 0 4 4 0 0 0 7
Apprch % 100 0 0 100 0 0
Total % 42.9 0 42.9 0 57.1 57.1 0 0 0
Madison Street
Southbound
Madison Street
Northbound
Railroad Avenue
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 07:45 AM to 08:30 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 0 0 0 0 2 2 0 0 0 2
08:00 AM 0 0 0 0 0 0 0 0 0 0
08:15 AM 0 0 0 0 0 0 0 0 0 0
08:30 AM 0 0 0 0 1 1 0 0 0 1
Total Volume 0 0 0 0 3 3 0 0 0 3
% App. Total 0 0 0 100 0 0
PHF .000 .000 .000 .000 .375 .375 .000 .000 .000 .375
Counts Unlimited, Inc.

3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:45 AM to 08:30 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:45 AM 07:45 AM 07:45 AM
+0 mins. 0 0 0 0 2 2 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 1 1 0 0 0
Total Volume 0 0 0 0 3 3 0 0 0
% App. Total 0 0 0 100 0 0
PHF .000 .000 .000 .000 .375 .375 .000 .000 .000
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices File Name : 04_RIV_Mad_RR AM
Site Code : 221050
Start Date : 11/17/2022
Page No : 1
City of Riverside
N/S: Madison Street
E/W: Railroad Avenue
Weather: Clear
Groups Printed- 4+ Axle Trucks
Madison Street
Southbound
Madison Street
Northbound
Railroad Avenue
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 07:00 AM 1 0 1 0 0 0 0 0 0 1
07:15 AM 1 0 1 0 1 1 0 0 0 2
07:30 AM 1 0 1 0 0 0 0 0 0 1
07:45 AM 0 0 0 0 2 2 0 0 0 2
Total 3 0 3 0 3 3 0 0 0 6
08:00 AM 0 0 0 0 0 0 0 0 0 0
08:15 AM 1 0 1 0 0 0 0 0 0 1
08:30 AM 4 0 4 0 2 2 0 0 0 6
08:45 AM 0 0 0 0 0 0 0 0 0 0
Total 5 0 5 0 2 2 0 0 0 7
Grand Total 8 0 8 0 5 5 0 0 0 13
Apprch % 100 0 0 100 0 0
Total % 61.5 0 61.5 0 38.5 38.5 0 0 0
Madison Street
Southbound
Madison Street
Northbound
Railroad Avenue
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 07:45 AM to 08:30 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 0 0 0 0 2 2 0 0 0 2
08:00 AM 0 0 0 0 0 0 0 0 0 0
08:15 AM 1 0 1 0 0 0 0 0 0 1
08:30 AM 4 0 4 0 2 2 0 0 0 6
Total Volume 5 0 5 0 4 4 0 0 0 9
% App. Total 100 0 0 100 0 0
PHF .313 .000 .313 .000 .500 .500 .000 .000 .000 .375
Counts Unlimited, Inc.

4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:45 AM to 08:30 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:45 AM 07:45 AM 07:45 AM
+0 mins. 0 0 0 0 2 2 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0
+30 mins. 1 0 1 0 0 0 0 0 0
+45 mins. 4 0 4 0 2 2 0 0 0
Total Volume 5 0 5 0 4 4 0 0 0
% App. Total 100 0 0 100 0 0
PHF .313 .000 .313 .000 .500 .500 .000 .000 .000
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices File Name : 04_RIV_Mad_RR PM
Site Code : 221050
Start Date : 11/17/2022
Page No : 1
City of Riverside
N/S: Madison Street
E/W: Railroad Avenue
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Madison Street
Southbound
Madison Street
Northbound
Railroad Avenue
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 04:00 PM 108 6 114 1 98 99 0 3 3 216
04:15 PM 114 3 117 0 88 88 1 6 7 212
04:30 PM 121 1 122 1 107 108 1 3 4 234
04:45 PM 150 3 153 1 114 115 0 3 3 271
Total 493 13 506 3 407 410 2 15 17 933
05:00 PM 140 4 144 0 115 115 1 3 4 263
05:15 PM 139 3 142 1 98 99 1 2 3 244
05:30 PM 83 0 83 2 78 80 1 0 1 164
05:45 PM 140 1 141 1 88 89 0 1 1 231
Total 502 8 510 4 379 383 3 6 9 902
Grand Total 995 21 1016 7 786 793 5 21 26 1835
Apprch % 97.9 2.1 0.9 99.1 19.2 80.8
Total % 54.2 1.1 55.4 0.4 42.8 43.2 0.3 1.1 1.4
Passenger Vehicles 970 21 991 7 780 787 5 20 25 1803
% Passenger Vehicles 97.5 100 97.5 100 99.2 99.2 100 95.2 96.2 98.3 Large 2 Axle Vehicles 20 0 20 0 3 3 0 1 1 24
% Large 2 Axle Vehicles 2 0 2 0 0.4 0.4 0 4.8 3.8 1.3
3 Axle Vehicles 2 0 2 0 0 0 0 0 0 2
% 3 Axle Vehicles 0.2 0 0.2 0 0 0 0 0 0 0.1
4+ Axle Trucks 3 0 3 0 3 3 0 0 0 6
% 4+ Axle Trucks 0.3 0 0.3 0 0.4 0.4 0 0 0 0.3
Madison Street
Southbound
Madison Street
Northbound
Railroad Avenue
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 121 1 122 1 107 108 1 3 4 234
04:45 PM 150 3 153 1 114 115 0 3 3 271
05:00 PM 140 4 144 0 115 115 1 3 4 263
05:15 PM 139 3 142 1 98 99 1 2 3 244
Total Volume 550 11 561 3 434 437 3 11 14 1012
% App. Total 98 2 0.7 99.3 21.4 78.6
PHF .917 .688 .917 .750 .943 .950 .750 .917 .875 .934
Counts Unlimited, Inc.

Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:15 PM
+0 mins. 121 1 122 1 107 108 1 6 7
+15 mins. 150 3 153 1 114 115 1 3 4
+30 mins. 140 4 144 0 115 115 0 3 3
+45 mins. 139 3 142 1 98 99 1 3 4
Total Volume 550 11 561 3 434 437 3 15 18
% App. Total 98 2 0.7 99.3 16.7 83.3
PHF .917 .688 .917 .750 .943 .950 .750 .625 .643
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices File Name : 04_RIV_Mad_RR PM
Site Code : 221050
Start Date : 11/17/2022
Page No : 1
City of Riverside
N/S: Madison Street
E/W: Railroad Avenue
Weather: Clear
Groups Printed- Passenger Vehicles
Madison Street
Southbound
Madison Street
Northbound
Railroad Avenue
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 04:00 PM 107 6 113 1 97 98 0 3 3 214
04:15 PM 113 3 116 0 86 86 1 5 6 208
04:30 PM 121 1 122 1 106 107 1 3 4 233
04:45 PM 150 3 153 1 113 114 0 3 3 270
Total 491 13 504 3 402 405 2 14 16 925
05:00 PM 139 4 143 0 114 114 1 3 4 261
05:15 PM 137 3 140 1 98 99 1 2 3 242
05:30 PM 81 0 81 2 78 80 1 0 1 162
05:45 PM 122 1 123 1 88 89 0 1 1 213
Total 479 8 487 4 378 382 3 6 9 878
Grand Total 970 21 991 7 780 787 5 20 25 1803
Apprch % 97.9 2.1 0.9 99.1 20 80
Total % 53.8 1.2 55 0.4 43.3 43.6 0.3 1.1 1.4
Madison Street
Southbound
Madison Street
Northbound
Railroad Avenue
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 121 1 122 1 106 107 1 3 4 233
04:45 PM 150 3 153 1 113 114 0 3 3 270
05:00 PM 139 4 143 0 114 114 1 3 4 261
05:15 PM 137 3 140 1 98 99 1 2 3 242
Total Volume 547 11 558 3 431 434 3 11 14 1006
% App. Total 98 2 0.7 99.3 21.4 78.6
PHF .912 .688 .912 .750 .945 .952 .750 .917 .875 .931
Counts Unlimited, Inc.

Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM
+0 mins. 121 1 122 1 106 107 1 3 4
+15 mins. 150 3 153 1 113 114 0 3 3
+30 mins. 139 4 143 0 114 114 1 3 4
+45 mins. 137 3 140 1 98 99 1 2 3
Total Volume 547 11 558 3 431 434 3 11 14
% App. Total 98 2 0.7 99.3 21.4 78.6
PHF .912 .688 .912 .750 .945 .952 .750 .917 .875
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices File Name : 04_RIV_Mad_RR PM
Site Code : 221050
Start Date : 11/17/2022
Page No : 1
City of Riverside
N/S: Madison Street
E/W: Railroad Avenue
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Madison Street
Southbound
Madison Street
Northbound
Railroad Avenue
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 04:00 PM 1 0 1 0 1 1 0 0 0 2
04:15 PM 0 0 0 0 0 0 0 1 1 1
04:30 PM 0 0 0 0 1 1 0 0 0 1
04:45 PM 0 0 0 0 0 0 0 0 0 0
Total 1 0 1 0 2 2 0 1 1 4
05:00 PM 1 0 1 0 1 1 0 0 0 2
05:15 PM 2 0 2 0 0 0 0 0 0 2
05:30 PM 1 0 1 0 0 0 0 0 0 1
05:45 PM 15 0 15 0 0 0 0 0 0 15
Total 19 0 19 0 1 1 0 0 0 20
Grand Total 20 0 20 0 3 3 0 1 1 24
Apprch % 100 0 0 100 0 100
Total % 83.3 0 83.3 0 12.5 12.5 0 4.2 4.2
Madison Street
Southbound
Madison Street
Northbound
Railroad Avenue
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 0 0 0 1 1 0 0 0 1
04:45 PM 0 0 0 0 0 0 0 0 0 0
05:00 PM 1 0 1 0 1 1 0 0 0 2
05:15 PM 2 0 2 0 0 0 0 0 0 2
Total Volume 3 0 3 0 2 2 0 0 0 5
% App. Total 100 0 0 100 0 0
PHF .375 .000 .375 .000 .500 .500 .000 .000 .000 .625
Counts Unlimited, Inc.

Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 0 0 0 1 1 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0
+30 mins. 1 0 1 0 1 1 0 0 0
+45 mins. 2 0 2 0 0 0 0 0 0
Total Volume 3 0 3 0 2 2 0 0 0
% App. Total 100 0 0 100 0 0
PHF .375 .000 .375 .000 .500 .500 .000 .000 .000
Counts Unlimited, Inc.

3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000
Counts Unlimited, Inc.

4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM
+0 mins. 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 1 1 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 1 1 0 0 0
% App. Total 0 0 0 100 0 0
PHF .000 .000 .000 .000 .250 .250 .000 .000 .000
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Location: Date: 11/17/2022
N/S: Day: Thursday
E/W:

North Leg East Leg South Leg West Leg
Madison Street Dead End Madison Street Railroad Avenue
Pedestrians Pedestrians Pedestrians Pedestrians
0001 1
0001 1
0001 1
0000 0
0001 1
0003 3
0000 0
0000 0
0007 7
North Leg East Leg South Leg West Leg
Madison Street Dead End Madison Street Railroad Avenue
Pedestrians Pedestrians Pedestrians Pedestrians
0001 1
0001 1
0002 2
1001 2
0002 2
0002 2
0002 2
0000 0
1 0 0 11 12
5:15 PM
5:30 PM
5:45 PM
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
7:00 AM
7:15 AM
7:30 AM
7:45 AM
TOTAL VOLUMES:
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Riverside
Madison Street
Railroad Avenue

PEDESTRIANS
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Location: Date: 11/17/2022
N/S: Day: Thursday
E/W:

Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000010000 1
000000000000 0
000000110000 2
000000000000 0
000000010000 1
000000010000 1
000000000000 0
000000010000 1
000000150000 6
Left Thru Right Left Thru Right Left Thru Right Left Thru Right 010000030000 4
000000000001 1
000000010000 1
010000010000 2
000000010000 1
000000000000 0
000000000000 0
000000000000 0
020000060001 9
Railroad Avenue
TOTAL VOLUMES:

Madison Street Dead End Madison Street Railroad Avenue
Southbound Westbound Northbound Eastbound
5:30 PM
5:45 PM
Madison Street Dead End Madison Street
Eastbound
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Southbound Westbound Northbound
Railroad Avenue
Madison
Street
Riverside

BICYCLES
7:30 AM
7:00 AM
7:15 AM
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices File Name : 05_RIV_Depot_RR AM
Site Code : 221050
Start Date : 11/17/2022
Page No : 1
City of Riverside
N/S: Depot Street
E/W: Railroad Avenue
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Depot Street
Southbound
Railroad Avenue
Westbound
Railroad Avenue
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 07:00 AM 0 0 0 0 3 3 1 0 1 4
07:15 AM 0 0 0 1 1 2 0 0 0 2
07:30 AM 0 0 0 1 0 1 1 3 4 5
07:45 AM 0 0 0 1 1 2 1 5 6 8
Total 0 0 0 3 5 8 3 8 11 19
08:00 AM 1 0 1 3 2 5 1 1 2 8
08:15 AM 3 1 4 3 2 5 0 2 2 11
08:30 AM 0 0 0 4 1 5 0 0 0 5
08:45 AM 0 0 0 3 2 5 0 2 2 7
Total 4 1 5 13 7 20 1 5 6 31
Grand Total 4 1 5 16 12 28 4 13 17 50
Apprch % 80 20 57.1 42.9 23.5 76.5
Total % 8 2 10 32 24 56 8 26 34
Passenger Vehicles 4 1 5 16 11 27 4 13 17 49
% Passenger Vehicles 100 100 100 100 91.7 96.4 100 100 100 98 Large 2 Axle Vehicles 0 0 0 0 1 1 0 0 0 1
% Large 2 Axle Vehicles
3 Axle Vehicles 0 0 0 0 0 0 0 0 0 0
% 3 Axle Vehicles 0 0 0 0 0 0 0 0 0 0
4+ Axle Trucks 0 0 0 0 0 0 0 0 0 0
% 4+ Axle Trucks 0 0 0 0 0 0 0 0 0 0
Depot Street
Southbound
Railroad Avenue
Westbound
Railroad Avenue
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 0 0 1 0 1 1 3 4 5
07:45 AM 0 0 0 1 1 2 1 5 6 8
08:00 AM 1 0 1 3 2 5 1 1 2 8
08:15 AM 3 1 4 3 2 5 0 2 2 11
Total Volume 4 1 5 8 5 13 3 11 14 32
% App. Total 80 20 61.5 38.5 21.4 78.6
PHF .333 .250 .313 .667 .625 .650 .750 .550 .583 .727
Counts Unlimited, Inc.

Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 08:00 AM 07:30 AM
+0 mins. 0 0 0 3 2 5 1 3 4
+15 mins. 0 0 0 3 2 5 1 5 6
+30 mins. 1 0 1 4 1 5 1 1 2
+45 mins. 3 1 4 3 2 5 0 2 2
Total Volume 4 1 5 13 7 20 3 11 14
% App. Total 80 20 65 35 21.4 78.6
PHF .333 .250 .313 .813 .875 1.000 .750 .550 .583
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices File Name : 05_RIV_Depot_RR AM
Site Code : 221050
Start Date : 11/17/2022
Page No : 1
City of Riverside
N/S: Depot Street
E/W: Railroad Avenue
Weather: Clear
Groups Printed- Passenger Vehicles
Depot Street
Southbound
Railroad Avenue
Westbound
Railroad Avenue
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 07:00 AM 0 0 0 0 3 3 1 0 1 4
07:15 AM 0 0 0 1 1 2 0 0 0 2
07:30 AM 0 0 0 1 0 1 1 3 4 5
07:45 AM 0 0 0 1 1 2 1 5 6 8
Total 0 0 0 3 5 8 3 8 11 19
08:00 AM 1 0 1 3 2 5 1 1 2 8
08:15 AM 3 1 4 3 2 5 0 2 2 11
08:30 AM 0 0 0 4 0 4 0 0 0 4
08:45 AM 0 0 0 3 2 5 0 2 2 7
Total 4 1 5 13 6 19 1 5 6 30
Grand Total 4 1 5 16 11 27 4 13 17 49
Apprch % 80 20 59.3 40.7 23.5 76.5
Total % 8.2 2 10.2 32.7 22.4 55.1 8.2 26.5 34.7
Depot Street
Southbound
Railroad Avenue
Westbound
Railroad Avenue
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 0 0 1 0 1 1 3 4 5
07:45 AM 0 0 0 1 1 2 1 5 6 8
08:00 AM 1 0 1 3 2 5 1 1 2 8
08:15 AM 3 1 4 3 2 5 0 2 2 11
Total Volume 4 1 5 8 5 13 3 11 14 32
% App. Total 80 20 61.5 38.5 21.4 78.6
PHF .333 .250 .313 .667 .625 .650 .750 .550 .583 .727
Counts Unlimited, Inc.

Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM
+0 mins. 0 0 0 1 0 1 1 3 4
+15 mins. 0 0 0 1 1 2 1 5 6
+30 mins. 1 0 1 3 2 5 1 1 2
+45 mins. 3 1 4 3 2 5 0 2 2
Total Volume 4 1 5 8 5 13 3 11 14
% App. Total 80 20 61.5 38.5 21.4 78.6
PHF .333 .250 .313 .667 .625 .650 .750 .550 .583
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices File Name : 05_RIV_Depot_RR AM
Site Code : 221050
Start Date : 11/17/2022
Page No : 1
City of Riverside
N/S: Depot Street
E/W: Railroad Avenue
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Depot Street
Southbound
Railroad Avenue
Westbound
Railroad Avenue
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0
07:15 AM 0 0 0 0 0 0 0 0 0 0
07:30 AM 0 0 0 0 0 0 0 0 0 0
07:45 AM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
08:00 AM 0 0 0 0 0 0 0 0 0 0
08:15 AM 0 0 0 0 0 0 0 0 0 0
08:30 AM 0 0 0 0 1 1 0 0 0 1
08:45 AM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 1 1 0 0 0 1
Grand Total 0 0 0 0 1 1 0 0 0 1
Apprch % 0 0 0 100 0 0
Total % 0 0 0 0 100 100 0 0 0
Depot Street
Southbound
Railroad Avenue
Westbound
Railroad Avenue
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 0 0 0 0 0 0 0 0 0
07:45 AM 0 0 0 0 0 0 0 0 0 0
08:00 AM 0 0 0 0 0 0 0 0 0 0
08:15 AM 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices File Name : 05_RIV_Depot_RR AM
Site Code : 221050
Start Date : 11/17/2022
Page No : 1
City of Riverside
N/S: Depot Street
E/W: Railroad Avenue
Weather: Clear
Groups Printed- 3 Axle Vehicles
Depot Street
Southbound
Railroad Avenue
Westbound
Railroad Avenue
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0
07:15 AM 0 0 0 0 0 0 0 0 0 0
07:30 AM 0 0 0 0 0 0 0 0 0 0
07:45 AM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
08:00 AM 0 0 0 0 0 0 0 0 0 0
08:15 AM 0 0 0 0 0 0 0 0 0 0
08:30 AM 0 0 0 0 0 0 0 0 0 0
08:45 AM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
Grand Total 0 0 0 0 0 0 0 0 0 0
Apprch % 0 0 0 0 0 0
Total %
Depot Street
Southbound
Railroad Avenue
Westbound
Railroad Avenue
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 0 0 0 0 0 0 0 0 0
07:45 AM 0 0 0 0 0 0 0 0 0 0
08:00 AM 0 0 0 0 0 0 0 0 0 0
08:15 AM 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices File Name : 05_RIV_Depot_RR AM
Site Code : 221050
Start Date : 11/17/2022
Page No : 1
City of Riverside
N/S: Depot Street
E/W: Railroad Avenue
Weather: Clear
Groups Printed- 4+ Axle Trucks
Depot Street
Southbound
Railroad Avenue
Westbound
Railroad Avenue
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0
07:15 AM 0 0 0 0 0 0 0 0 0 0
07:30 AM 0 0 0 0 0 0 0 0 0 0
07:45 AM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
08:00 AM 0 0 0 0 0 0 0 0 0 0
08:15 AM 0 0 0 0 0 0 0 0 0 0
08:30 AM 0 0 0 0 0 0 0 0 0 0
08:45 AM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
Grand Total 0 0 0 0 0 0 0 0 0 0
Apprch % 0 0 0 0 0 0
Total %
Depot Street
Southbound
Railroad Avenue
Westbound
Railroad Avenue
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total Peak Hour Analysis From 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 0 0 0 0 0 0 0 0 0
07:45 AM 0 0 0 0 0 0 0 0 0 0
08:00 AM 0 0 0 0 0 0 0 0 0 0
08:15 AM 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices File Name : 05_RIV_Depot_RR PM
Site Code : 221050
Start Date : 11/17/2022
Page No : 1
City of Riverside
N/S: Depot Street
E/W: Railroad Avenue
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Depot Street
Southbound
Railroad Avenue
Westbound
Railroad Avenue
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 04:00 PM 1 0 1 5 3 8 1 2 3 12
04:15 PM 0 1 1 4 2 6 0 2 2 9
04:30 PM 5 0 5 3 1 4 0 0 0 9
04:45 PM 1 1 2 4 2 6 0 0 0 8
Total 7 2 9 16 8 24 1 4 5 38
05:00 PM 1 1 2 2 0 2 0 2 2 6
05:15 PM 0 0 0 4 2 6 1 1 2 8
05:30 PM 1 0 1 0 2 2 1 0 1 4
05:45 PM 1 0 1 2 0 2 1 0 1 4
Total 3 1 4 8 4 12 3 3 6 22
Grand Total 10 3 13 24 12 36 4 7 11 60
Apprch % 76.9 23.1 66.7 33.3 36.4 63.6
Total % 16.7 5 21.7 40 20 60 6.7 11.7 18.3
Passenger Vehicles 9 3 12 24 12 36 4 7 11 59
% Passenger Vehicles 90 100 92.3 100 100 100 100 100 100 98.3 Large 2 Axle Vehicles 1 0 1 0 0 0 0 0 0 1
% Large 2 Axle Vehicles
3 Axle Vehicles 0 0 0 0 0 0 0 0 0 0
% 3 Axle Vehicles 0 0 0 0 0 0 0 0 0 0
4+ Axle Trucks 0 0 0 0 0 0 0 0 0 0
% 4+ Axle Trucks 0 0 0 0 0 0 0 0 0 0
Depot Street
Southbound
Railroad Avenue
Westbound
Railroad Avenue
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 1 0 1 5 3 8 1 2 3 12
04:15 PM 0 1 1 4 2 6 0 2 2 9
04:30 PM 5 0 5 3 1 4 0 0 0 9
04:45 PM 1 1 2 4 2 6 0 0 0 8
Total Volume 7 2 9 16 8 24 1 4 5 38
% App. Total 77.8 22.2 66.7 33.3 20 80
PHF .350 .500 .450 .800 .667 .750 .250 .500 .417 .792
Counts Unlimited, Inc.

Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:15 PM 04:00 PM 05:00 PM
+0 mins. 0 1 1 5 3 8 0 2 2
+15 mins. 5 0 5 4 2 6 1 1 2
+30 mins. 1 1 2 3 1 4 1 0 1
+45 mins. 1 1 2 4 2 6 1 0 1
Total Volume 7 3 10 16 8 24 3 3 6
% App. Total 70 30 66.7 33.3 50 50
PHF .350 .750 .500 .800 .667 .750 .750 .375 .750
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices File Name : 05_RIV_Depot_RR PM
Site Code : 221050
Start Date : 11/17/2022
Page No : 1
City of Riverside
N/S: Depot Street
E/W: Railroad Avenue
Weather: Clear
Groups Printed- Passenger Vehicles
Depot Street
Southbound
Railroad Avenue
Westbound
Railroad Avenue
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 04:00 PM 1 0 1 5 3 8 1 2 3 12
04:15 PM 0 1 1 4 2 6 0 2 2 9
04:30 PM 4 0 4 3 1 4 0 0 0 8
04:45 PM 1 1 2 4 2 6 0 0 0 8
Total 6 2 8 16 8 24 1 4 5 37
05:00 PM 1 1 2 2 0 2 0 2 2 6
05:15 PM 0 0 0 4 2 6 1 1 2 8
05:30 PM 1 0 1 0 2 2 1 0 1 4
05:45 PM 1 0 1 2 0 2 1 0 1 4
Total 3 1 4 8 4 12 3 3 6 22
Grand Total 9 3 12 24 12 36 4 7 11 59
Apprch % 75 25 66.7 33.3 36.4 63.6
Total % 15.3 5.1 20.3 40.7 20.3 61 6.8 11.9 18.6
Depot Street
Southbound
Railroad Avenue
Westbound
Railroad Avenue
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 1 0 1 5 3 8 1 2 3 12
04:15 PM 0 1 1 4 2 6 0 2 2 9
04:30 PM 4 0 4 3 1 4 0 0 0 8
04:45 PM 1 1 2 4 2 6 0 0 0 8
Total Volume 6 2 8 16 8 24 1 4 5 37
% App. Total 75 25 66.7 33.3 20 80
PHF .375 .500 .500 .800 .667 .750 .250 .500 .417 .771
Counts Unlimited, Inc.

Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM
+0 mins. 1 0 1 5 3 8 1 2 3
+15 mins. 0 1 1 4 2 6 0 2 2
+30 mins. 4 0 4 3 1 4 0 0 0
+45 mins. 1 1 2 4 2 6 0 0 0
Total Volume 6 2 8 16 8 24 1 4 5
% App. Total 75 25 66.7 33.3 20 80
PHF .375 .500 .500 .800 .667 .750 .250 .500 .417
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices File Name : 05_RIV_Depot_RR PM
Site Code : 221050
Start Date : 11/17/2022
Page No : 1
City of Riverside
N/S: Depot Street
E/W: Railroad Avenue
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Depot Street
Southbound
Railroad Avenue
Westbound
Railroad Avenue
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0
04:15 PM 0 0 0 0 0 0 0 0 0 0
04:30 PM 1 0 1 0 0 0 0 0 0 1
04:45 PM 0 0 0 0 0 0 0 0 0 0
Total 1 0 1 0 0 0 0 0 0 1
05:00 PM 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
Grand Total 1 0 1 0 0 0 0 0 0 1
Apprch % 100 0 0 0 0 0
Total % 100 0 100 0 0 0 0 0 0
Depot Street
Southbound
Railroad Avenue
Westbound
Railroad Avenue
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 0 0 0 0 0 0 0 0 0
04:15 PM 0 0 0 0 0 0 0 0 0 0
04:30 PM 1 0 1 0 0 0 0 0 0 1
04:45 PM 0 0 0 0 0 0 0 0 0 0
Total Volume 1 0 1 0 0 0 0 0 0 1
% App. Total 100 0 0 0 0 0
PHF .250 .000 .250 .000 .000 .000 .000 .000 .000 .250
Counts Unlimited, Inc.

Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM
+0 mins. 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0
+30 mins. 1 0 1 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0
Total Volume 1 0 1 0 0 0 0 0 0
% App. Total 100 0 0 0 0 0
PHF .250 .000 .250 .000 .000 .000 .000 .000 .000
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices File Name : 05_RIV_Depot_RR PM
Site Code : 221050
Start Date : 11/17/2022
Page No : 1
City of Riverside
N/S: Depot Street
E/W: Railroad Avenue
Weather: Clear
Groups Printed- 3 Axle Vehicles
Depot Street
Southbound
Railroad Avenue
Westbound
Railroad Avenue
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0
04:15 PM 0 0 0 0 0 0 0 0 0 0
04:30 PM 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
05:00 PM 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
Grand Total 0 0 0 0 0 0 0 0 0 0
Apprch % 0 0 0 0 0 0
Total %
Depot Street
Southbound
Railroad Avenue
Westbound
Railroad Avenue
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 0 0 0 0 0 0 0 0 0
04:15 PM 0 0 0 0 0 0 0 0 0 0
04:30 PM 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices File Name : 05_RIV_Depot_RR PM
Site Code : 221050
Start Date : 11/17/2022
Page No : 1
City of Riverside
N/S: Depot Street
E/W: Railroad Avenue
Weather: Clear
Groups Printed- 4+ Axle Trucks
Depot Street
Southbound
Railroad Avenue
Westbound
Railroad Avenue
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0
04:15 PM 0 0 0 0 0 0 0 0 0 0
04:30 PM 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
05:00 PM 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
Grand Total 0 0 0 0 0 0 0 0 0 0
Apprch % 0 0 0 0 0 0
Total %
Depot Street
Southbound
Railroad Avenue
Westbound
Railroad Avenue
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 0 0 0 0 0 0 0 0 0
04:15 PM 0 0 0 0 0 0 0 0 0 0
04:30 PM 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Location: Date: 11/17/2022
N/S: Day: Thursday
E/W:

North Leg East Leg South Leg West Leg
Depot Street Railroad Avenue Dead End Railroad Avenue
Pedestrians Pedestrians Pedestrians Pedestrians
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
North Leg East Leg South Leg West Leg
Depot Street Railroad Avenue Dead End Railroad Avenue
Pedestrians Pedestrians Pedestrians Pedestrians
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
Riverside
Depot Street
Railroad Avenue

PEDESTRIANS
7:00 AM
7:15 AM
7:30 AM
7:45 AM
TOTAL VOLUMES:
8:00 AM
8:15 AM
8:30 AM
8:45 AM
5:15 PM
5:30 PM
5:45 PM
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951-268-6268
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices Location: Date: 11/17/2022
N/S: Day: Thursday
E/W:

Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000000 0
000000000010 1
000010000000 1
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000010000000 1
000020000010 3
Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000000 0
000000000000 0
000000000000 0
000010000010 2
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000010000010 2
Railroad Avenue
Depot Street
Riverside

BICYCLES
7:30 AM
7:00 AM
7:15 AM
Eastbound
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Southbound Westbound Northbound
5:30 PM
5:45 PM
Depot Street Railroad Avenue Dead End Railroad Avenue
TOTAL VOLUMES:

Depot Street Railroad Avenue Dead End Railroad Avenue
Southbound Westbound Northbound Eastbound
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951-268-6268
PR-2022-001434 (GP, RZ, DR, VC-S) Exhibit 10 - Draft Mitigated Negative Declaration and Appendices

Page 1 ends

Riverside City CouncilSeptember 5, 2023

Riverside City Council
September 5, 2023