Exhibit I - Focused Traffic Analysis — Rialto City Council, September 12, 2023

TECHNICAL MEMORANDUM
To: Kevin Rice, Patriot Development Partners
From: Sabita Tewani, AICP, PTP, Transportation Planner
Subject: Focused Traffic Analysis for the Alice and Willow Avenue Warehouse, City of Rialto Date: April 26, 2023
cc: Kristen Stoner, Dudek
Dennis Pascua, Dudek
Attachment(s): Figures 1 – 5
A – Approved Traffic Scoping Form
B – Raw Traffic Count Data
C – Synchro Worksheets

The following technical memorandum provides a focused traffic analysis for the proposed Alice and Willow Avenue Warehouse (project), located at the southwest corner of Willow Avenue and Valley Boulevard in the City of Rialto (City).

The City of Rialto has adopted the vehicle miles traveled (VMT) metric and significance criteria for transportation impact analyses for CEQA compliance and requires level of service ( LOS) analysis for General Plan consistency requirements. This analysis has been prepared consistent with the City of Rialto Traffic Impact Analysis Guidelines for Vehicle Miles Traveled and Level of Service Assessment (October 2021) herein referred to as the "guidelines”, which provides guidance on the requirements to evaluate transportation impacts for projects.

Per the City’s guidelines, the proposed project would not require a full traffic study or LOS analysis. However, per the City Traffic Engineer’s comment on the Traffic Scoping Form (Attachment A), a focused analysis of the Willow Avenue/Valley Boulevard intersection has been included to assess the project’s operational effects on the adjacent roadway network.

1.0 Project Description and Setting
The project would construct an approximately 138,350 square-foot (SF) warehouse, inclu sive of 3,000 SF of ancillary office and 3,000 SF of mezzanine space. Figure 1 shows the project’s location at the southwest corner of Willow Avenue and Valley Boulevard. Regional access to the project site is primarily from Interstate 10 (I-10) to the south and additionally via Interstate 215 (I-215) to the west, and State Route 66 (SR-66) to the north. The project site is designated as Freeway Commercial in the City’s land use map and is within the Gateway Specific Plan. The proposed project would be consistent with the land use designation.

The site plan of the pr oposed project is shown on Figure 2. The proposed project would be accessed via two driveways: Driveway A on Willow Avenue, and Driveway B on Alive Avenue. Driveway A is designated as inbound and outbound for passenger vehicles, and inbound only for trucks. Driveway B is designated as outbound turn only for

TECHNICAL MEMORANDUM
SUBJECT: FOCUSED TRAFFIC ANALYSIS FOR THE ALICE AND WILLOW WAREHOUSE, CITY OF RIALTO

14856 2 APRIL 2023

trucks and would allow full access for passenger vehicles . The access driveways would be designed per City standards for commercial driveways as included in the City of Rialto General Plan (City of Rialto 2010). The project would provide for parking per the City’s Municipal Code.

Roadways
The City of Rialto foll ows the roadway classification system included in General Plan Circulation chapter. The following roadways are in the vicinity of the project site:

Valley Boulevard is classified as a Major Arterial in the City and in the vicinity of the proposed project. Arterial roadways link freeways with local streets to accommodate larger volumes of through traffic moving at higher speeds than local streets. They carry high traffic volumes and are primary thoroughfares that connects Rialto with adjacent cities of and the regional highway system such as I-10. Valley Boulevard, between Alice Avenue and Willow Avenue, is constructed with two travel lanes in each direction with a center turn lane. Parking is not allowed along this roadway and there are no designated bike facilities, but there are paved, continuous sidewalks along the north side of the roadway, and paved, discontinuous sidewalks on the south side of the roadway . The posted speed limit in the project vicinity is 40 miles per hour (MPH).

Willow Avenue is an undivided (i.e., no median), north-south Collector Street with one travel lane in each direction.

Collector Streets serve as a transition between Local Streets and arterial roadways. On -street parking is allowed along Willow Avenue. There is an existing paved sidewalk on the west side of Willow Avenue. There is no posted speed limit on Willow Avenue in the project vicinity. The signalized intersection of Willow Avenue/Valley Boulevard would provide access to project traffic.

Alice Avenue is non-classified roadway between Valley Boulevard and the project site. Alice Avenue is a two lane, undivided roadway. The roadway has no curb and gutter on either side and the pavement quality is poor. There is no posted speed limit along the roadway. The Alice Avenue/Valley Boulevard intersection would provide a right turn inbound access to the project.

Transit Facilities
Omnitrans provides public transportation throughout the San Bernardino Valley and would serve as the nearest transit service to the project site. The nearest Omnitrans bus stop serves Route 22, is located approximately 200 feet north of the intersection of Riverside Avenue/Valley Boulevard. Route 22 serves north and south Rialto via Riverside Avenue with a frequency of 60 minutes throughout the week.

Pedestrian and Bicycle Facilities
Although the General Plan Circulation Element includes several bicycle classifications, the Rialto Active Transportation Plan (March 2020) provides a more comprehensive and updated overview of the City’s current and future recommendations to enhance multi-modal facilities:

Class I Multi-Use Paths: Class I multi-use paths (frequently referred to as “bicycle paths”) are physically separated from motor vehicle travel routes, with exclusive rights-of-way for non-motorized users like bicyclists and pedestrians.

Class II Bicycle Lanes: Bicycle lanes are one-way route types that carry bicycle traffic in the same direction as the adjacent motor vehicle traffic. They are typically located along the right side of the street (although can be on the

TECHNICAL MEMORANDUM
SUBJECT: FOCUSED TRAFFIC ANALYSIS FOR THE ALICE AND WILLOW WAREHOUSE, CITY OF RIALTO

14856 3 APRIL 2023

left side) and are between the adjacent travel lane and curb, road edge, or parking lane. They are not physically separated from motor vehicle traffic.

Class III Bicycle Routes: A bicycle route is a suggested bicycle path of travel marked by signs designating a preferred path between destinations. They are recommended where traffic volumes and roadway speeds are fairly low (35 mph or less). They do not have pavement marking and are not separated from tra ffic, rather are a share the road facility.

Class IV Separated Bikeways : Separated bikeways, also known as cycle tracks, are bicycle-specific routes that combine the user experience of a multi -use path with the on -street infrastructure of a conventional b icycle lane.

Separated bikeways are physically separated from motor vehicle traffic and designed to be distinct from any adjoining sidewalk.

There are no existing bicycle facilities adjacent to the project site along Valley Boulevard or Riverside Avenue. Per Rialto Active Transportation Plan, the proposed facilities in the vicinity of the project include Class II/III facilities along Riverside Avenue; and, Class II Bike lanes along Valley Boulevard, within the City limits.

2.0 Trip Generation
Trip generation estimates for the project are based on daily and AM and PM peak hour trip generation rates obtained from the Institute of Transportation Engineers (ITE) Trip Generation, 11 th Edition (2021), using the Warehousing land use (ITE Code 150) trip rates. No trip credits for the existing active land use on the site have been assumed in this analysis; therefore, the project’s trip generation estimates are conservative. Per City transportation guidelines, passenger cars would account for 60% trips of the total trips generated by a warehouse facility while the truck trips would account for approximately 40% of the total trips. The City requires that projects with high truck percentages should convert project trips to passenger car equivalent (PCE) trips . Using v ehicle-mix suggested in the City’s guidelines, a 1.5 PCE factor was applied to 2-axle trucks, 2.0 PCE for 3-axle trucks, and a 3.0 PCE factor was applied to 4-axle trucks per the City’s guidelines and the San Bernardino County Congestion Management Program (CMP).

Table 1 presents the project’s daily, and AM and PM peak hour trip generation estimates.

Table 1. Project Trip Generation Summary
Land Use Size/Units

Daily
AM Peak Hour PM Peak Hour
In Out Total In Out Total
Trip Rates and Trip Generation
Warehousing1 per TSF 1.71 0.13 0.04 0.17 0.05 0.13 0.18 Land Use
Proposed Project 138.350 237 19 5 24 7 18 25
Land Use Vehicle Classification2 Daily
AM Peak Hour PM Peak Hour
In Out Total In Out Total
Non-PCE Trips Passenger Cars (72.5%) 142 11 3 14 4 11 15 2-axle Trucks (4.6%) 2 0 0 0 0 0 0

TECHNICAL MEMORANDUM
SUBJECT: FOCUSED TRAFFIC ANALYSIS FOR THE ALICE AND WILLOW WAREHOUSE, CITY OF RIALTO

14856 4 APRIL 2023

Table 1. Project Trip Generation Summary
3-axle Trucks (5.7%) 27 2 1 3 1 2 3
4+axle Trucks (17.2%) 66 6 1 7 2 5 7
Total Non-PCE Trips 237 19 5 24 7 18 25
Project Trip Generation PCE
PCE Trips3 Passenger Cars (1.0
PCE) 142 11 3 14 4 11 15
2-axle Trucks (2.0 PCE) 3 0 0 0 0 0 0
3-axle Trucks (2.5 PCE) 54 4 2 6 2 4 6
4+axle Trucks (3.0 PCE) 199 18 3 21 6 15 21
Total PCE Trips 398 33 8 41 12 30 42
Notes: TSF = thousand square feet, PCE = passenger car equivalent Some of the totals may not match exactly due to rounding. 1 Trip rates from the Institute of Transportation Engineers, Trip Generation, 11th Edition, 2021. Land Use Code 150 – Warehousing. 2 Vehicle Mix and Percent from SCAQMD, Warehouse Truck Trip Study Data Results and Usage, July 2014. 3 Passenger Car Equivalent (PCE) factors per the San Bernardino County CMP, 2016.

As shown in Table 1, the proposed project would generate approximately 237 daily trips, with 24 trips (19 inbound and 5 outbound) in the AM peak hour, and 25 trips (7 inbound and 18 outbound) in the PM peak hour. Adjusting for PCE, the trip generation is approximately 398 daily PCE trips, 41 AM PCE peak hour trips ( 33 inbound and 8 outbound) and 42 PM PCE peak hour trips (12 inbound and 30 outbound).

3.0 Focused Traffic Analysis
The City’s guidelines require an LOS analysis if a project generates more than 50 AM or PM peak hour trips. Trip generation estimates for the project are summarized above. Based on the project’s trip generation estimates as described above, development of the proposed project would likely not result in a measurable degradation of intersection LOS along Valley Boulevard, or other nearby intersections , due to the low volume of vehicular traffic (less than 50 peak hour trips). Therefore, a detailed LOS analysis would not be required.

However, the City may require a focused traffic study for projects generating 49 or less AM or PM peak hour trips if there are concerns regarding access, or LOS at intersections or roadway segments adjacent to the project. As required in the City’s scoping comments, a focused analysis of the Willow Avenue/Valley Boulevard intersection has been included under the Existing and Existing plus Project conditions to assess the project’s operational effects at the intersection.

3.1 Analysis Methodology
The City uses the High way Capacity Manual (HCM) intersection analysis methodology to analyze the operation of signalized and unsignalized study intersections. The HCM analysis methodology describes the operation of an intersection using a range of LOS, from LOS A (free-flow conditions) to LOS F (severely congested conditions), based on the corresponding control delay experienced per vehicle for intersections.

At the study area intersection, LOS was calculated using the HCM methodology. The Synchro 11 LOS software was used to determine intersection LOS for all study scenarios. Synchro is consistent with the 6th Edition methodology

TECHNICAL MEMORANDUM
SUBJECT: FOCUSED TRAFFIC ANALYSIS FOR THE ALICE AND WILLOW WAREHOUSE, CITY OF RIALTO

14856 5 APRIL 2023

(TRB 2016). Table 2 shows the LOS values and signalized and unsignalized intersections under the HCM methodology.

Table 2. Levels of Service for Intersections Using HCM
Methodology
Level of Service
HCM Average Delay (seconds per
vehicle) Unsignalized Intersections
HCM Average Delay (seconds per
vehicle) Signalized Intersections
A < 10.0 < 10.0
B > 10.0 to < 15.0 > 10.0 to < 20.0
C > 15.0 to < 25.0 > 20.0 to < 35.0
D > 25.0 to < 35.0 > 35.0 to < 55.0
E > 35.0 to < 50.0 > 55.0 to < 80.0
F > 50.0 > 80.0
Source: TRB 2016.

HCM = Highway Capacity Manual

3.2 Level of Service Standards for Intersections
The City of Rialto 2010 General Plan Update identifies policies applicable to minimum LOS within the City, as follows:

Policy 4-1.20: Design City streets so that signalized intersections operate at Level of Service (LOS) D or better during the morning and evening peak hours and require new development to mitigate traffic impacts that degrade LOS below that level. The one exception will be Riverside Avenue south of the Metrolink tracks all the way to the City’s southern border, which can operate at LOS E.

Policy 4-1.21: Design City streets so that unsignalized intersections operate with no vehicular movement having an average delay greater than 120 seconds during the morning and evening peak hours and require new development to mitigate traffic impacts that increase delay above that level.

New development is required to mitigate traffic impacts exceeding these levels. Infrastructure deficiencies are deemed to occur at any intersection in which the project causes the LOS to fall below level D or the peak hour delay increases 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
LOS F = By 1.0 seconds
The above-mentioned standards would apply to the study area intersection.

TECHNICAL MEMORANDUM
SUBJECT: FOCUSED TRAFFIC ANALYSIS FOR THE ALICE AND WILLOW WAREHOUSE, CITY OF RIALTO

14856 6 APRIL 2023

3.3 Intersection Analysis
The following section includes a discussion of project’s trip distribution and assignment, existing traffic volumes , and traffic operations with and without project trips at the study area intersection.

Project Trip Distribution and Assignment

Project trip distribution percentages were based on project access control and logical travel paths to commute corridors from the project site; since the project is a primarily an industrial use, most of the project traffic would be passenger cars and trucks. Figure 3 illustrates the project trip distribution for passenger cars and trucks.

Project trips were assigned to the study area intersection and driveways by applying the pr oject trip generation estimates to the trip distribution percentages shown on Figure 3 for project truck and passenger car traffic. The resulting project trip assignment is shown on Figure 4.

Existing Traffic

Existing weekday AM and PM peak hour turn movement counts at the Willow Avenue/Valley Boulevard intersection were collected in March 2023 on a typical non-holiday week when no restrictions were in place.

This analysis focuses on the weekday daily, AM (7:00 a.m. to 9:00 a.m.) and the PM (4:00 p.m. to 6:00 p.m.) peak periods. The peak periods represent the highest volume of traffic for the adjacent street system. Raw traffic count worksheet is provided as Attachment A. There were no pedestrians or bicyclists observed during AM or PM peak hours at the Willow Avenue/Valley Boulevard intersection. PCE volumes for both Existing and Existing plus Project conditions were used per the City’s guidelines.

Existing geometric conditions and weekday AM and PM peak hour volumes at the Willow Avenue/Valley Boulevard intersection are illustrated on Figure 5. Table 2 shows the results of the Existing conditions analysis. The analysis indicates that the intersection currently operates at LOS B during both AM and PM peak hours. The Synchro worksheets are provided in Attachment C.

Existing plus Project

The p roject trip assignment illustrated on Figure 4 were added to Existing traffic volumes to obtain Existing plus Project traffic volumes (see Figure 5). The LOS results at the Willow Avenue/Valley Boulevard intersection are provided in Table 3 for Existing and Existing plus Project conditions. The analysis indicates tha t the intersection would continue to operate at LOS B during both AM and PM peak hours under the Existing plus Project conditions . Synchro worksheets are included in Attachment C.

Table 3. Level of Service Summary
Willow Avenue/Valley Boulevard
Intersection Control
AM Peak Hour PM Peak Hour
Delay1 LOS2 Delay1 LOS2
Existing Conditions Signal 12.2 B 10.7 B
Existing plus Project Conditions Signal 12.7 B 11.0 B
Notes
1 Delay in seconds per vehicle

TECHNICAL MEMORANDUM
SUBJECT: FOCUSED TRAFFIC ANALYSIS FOR THE ALICE AND WILLOW WAREHOUSE, CITY OF RIALTO

14856 7 APRIL 2023

2 Level of Service (LOS)
Because the proposed project would not increase the delay by 10 seconds at the Willow Avenue/Valley Boulevard intersection which operates at LOS B, the proposed project is consistent with the General Plan LOS standards and would not be required to provide any improvements at the intersection.

4.0 Frontage Improvements
Per City’s General Plan Circulation Element, the cross -section of a Major Arterial is 120 feet right -of-way, 94 feet traveled way, and 18 feet median. The cross-section of a Collector is 64 feet right-of-way and 40 feet traveled way.

The project would be responsible for co nstructing the ultimate half-width frontage improvements (including curb, gutter, sidewalks and raised median) for Valley Boulevard per Major Arterial standards from Willow Avenue to end of project’s boundary. The project would also be responsible for constructing the ultimate half-width improvements and turn-around along Willow Avenue per Collector standards. The existing curb, gutter and sidewalk along Willow Avenue would be modified to accommodate the proposed project driveway.

5.0 Conclusions
Based on the trip generation analysis above, adjusting for PCE, the project would generate approximately 398 daily PCE trips, 41 AM PCE peak hour trips ( 33 inbound and 8 outbound) and 42 PM PCE peak hour trips ( 12 inbound and 30 outbound).

As shown in the focused traffic analysis, the Willow Avenue/Valley Boulevard intersection would continue to operate with acceptable LOS B conditions under Existing plus Project conditions with delay increases of less than 10 seconds.

The project trips would not affect the operation of the intersection and no additional improvements except project frontage improvements would be required. The project would be responsible for completing half-width improvements along Valley Boulevard and Willow Avenue.

6.0 References
City of Rialto. 2021. Traffic Impact Analysis Guidelines for Vehicle Miles Traveled and Level of Service Assessment, October 2021. June 2020.

ITE (Institute of Transportation Engineers). 2021. Trip Generation Manual. 11th ed.

SCAQMD (South Coast Air Quality Management District). 2014. Warehouse Truck Trip Study Data Results and Usage.

Stakeholder Working Group. July 17, 2014. https://www.aqmd.gov/docs/default-source/ ceqa/handbook/high-cube-warehouse-trip-rate-study-for-air-quality-analysis/finalswg071714.pdf?sfvrsn=2.

TRB (Transportation Research Board). 2016. Highway Capacity Manual, Sixth Edition: A Guide for Multimodal Mobility Analysis.

Project Site
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FIGURE 1
SOURCE:

Herdman Architecture + Design 2022
Date: 12/6/2022 - Last saved by: kbarrow - Path: Z:\Projects\j1485601\MAPDOC\DOCUMENT\BIO\NOP\ FIGURE 2
Conceptual Site Plan
Alice and Willow Avenue Warehouse Project

LANDSCAPE AREA
CONCRETE PAVING. SEE CIVIL

DRAWINGS FOR PAVING SECTIONS

STREET LIGHT
INDICATES AN ACCESSIBLE ROUTE.

MUST COMPLY w/ SITE PLAN
GENERAL NOTE #6

PROPERTY LINE

DOCK HIGH DOOR
DRIVE THRU. DOOR
FIRE HYDRANT. PROVIDE PIPE

BOLLARD PROTECTION POSTS AS
REQUIRED BY THE FIRE AUTHORITY.

SEE
3 /
AD1.1
NORTH

PROJECT

LOCATION

W VALLEY BLVD

S WILLOW AVE

S ALICE AVE
F
W
Y
1 0

1. THE SITE PLAN SHALL MEET ALL ENGINEERING & NPDES
REQUIREMENTS.

2. GENERAL CONTRACTOR TO REVIEW THE SOILS REPORT

AND ALL AMENDMENTS LISTED ON THE TITLE SHEET
AND FOLLOW ALL RECOMMENDATIONS.

3. U.O.N., ALL DIMENSIONS TO CONCRETE WALLS AND

CURBS ARE EITHER TO THE CENTER (SHOWN WITH A
CENTERLINE) OR FACE OF THE WALL OR CURB. ALL

DIMENSIONS TO FRAMED WALLS ARE EITHER TO THE

CENTER LINE OF THE WALL FRAMING (SHOWN WITH A
CENTERLINE) OR THE FACE OF THE WALL FINISH.

4. REFER TO CIVIL, AND MEP PLANS TO CONFIRM UTILITY

INFORMATION SHOWN ON THE ARCHITECT'S SITE
PLAN AND FOR ADDITIONAL UTILITY INFORMATION.

GENERAL CONTRACTOR TO COORDINATE ALL POINTS
OF CONNECTION.

5. REFER TO CIVIL DRAWINGS FOR ALL FINISHED
GRADES AND SLOPES. ALL FINISHED GRADES TO

PROVIDE POSITIVE DRAINAGE AWAY FROM THE
BUILDING. GENERAL CONTRACTOR TO FIELD VERIFY.

6. ALL ACCESSIBLE ROUTES IDENTIFIED ON THE SITE
PLAN DRAWINGS SHALL CONFORM TO THE FOLLOWING:
a)

SLOPES IN THE DIRECTION OF TRAVEL
DO NOT EXCEED 5%. CROSS SLOPES
DO NOT EXCEED 2%.
b)
THE CLEAR WIDTH OF ALL WALKWAYS IS 4'-0"
MIN.
c)
CHANGES IN LEVEL UP TO 1/2" COMPLY w/
11/A0.2.1. CHANGES IN LEVEL GREATER THAN 1/2"
IF THEY OCCUR ARE RAMPED. SEE PLANS.
d)

THE VERTICAL CLEARANCE ALONG THE
ACCESSIBLE ROUTE IS 80" MIN.

7. ALL PAVED AND LANDSCAPED AREAS TO BE BOUND BY
A MIN. 6" HIGH, 6" WIDE CONCRETE CURB U.O.N.

8. A CONCRETE MOW STRIP EXTENDING 12" BEYOND EA
END OF THE OPENING SHALL BE PROVIDED @ ALL
EXTERIOR GLAZING WHERE THE SILL IS WITHIN 3'
VERTICAL OF THE FINISHED GRADE. SEE 2/AD1.1

10. PROVIDE PIPE BOLLARD PROTECTION POSTS AS

REQUIRED BY UTILITY COMPANIES AND OR FIRE

AUTHORITIES AT ALL EXTERIOR ELECTRICAL EQUIPMENT
AND FIRE PREVENTION DEVICES. IF PIPE BOLLARD

PROTECTION POST DETAILS ARE NOT PROVIDED BY

UTILITY COMPANIES AND OR FIRE AUTHORITY SEE
DETAIL 3/AD1.1

11. ALL EXPOSED BIORETENSION DEVICE COVERINGS
SHALL BE PAINTED FOREST GREEN.

12. WHERE OCCURS, GENERAL CONTRACTOR TO

PROVIDE FLUID APPLIED DAMP PROOFING AT ALL

RETAINING AND PLANTER WALLS WHERE THE SIDE OF

THE WALL OPPOSITE THE SOIL SIDE IS EXPOSED TO

VIEW AND ALL EXTERIOR WALLS WHERE THE
ADJACENT FLOOR SLAB IS BELOW GRADE. SEE 6/AD1.2

13. PROVIDE A HOSE BIB NEAR THE MAIN ENTRANCE AND IN
THE TRASH ENCLOSURE. SEE PLAN FOR LOCATION.

KEYNOTES

LOT AREA
% LANDSCAPING

REQUIRED

AREA LANDSCAPING

PROVIDED
% LANDSCAPING

PROVIDED
265970 SF 10%
62174 SF

23.4%

SQUARE FOOTAGE
ACRES
NET
265970 SF

6.11 SPACE TYPE

SPACES REQUIRED

STANDARD STALLS
73 STANDARD ACCESSIBLE STALLS
3 VAN ACCESSIBLE STALLS
1 CLEAN AIR STALLS
5 FUTURE EV CHARGING ONLY
STALLS
7 FUTURE EV CHARGING ONLY

STANDARD ACCESSIBLE STALLS
1 FUTURE EV CHARGING ONLY VAN

ACCESSIBLE STALLS
1 TOTAL
91 SPACE TYPE

SPACES PROVIDED

STANDARD STALLS
73 STANDARD ACCESSIBLE STALLS
3 VAN ACCESSIBLE STALLS
1 CLEAN AIR STALLS
5 FUTURE EV CHARGING ONLY
STALLS
7 FUTURE EV CHARGING ONLY

STANDARD ACCESSIBLE STALLS
1 FUTURE EV CHARGING ONLY VAN

ACCESSIBLE STALLS
1 TOTAL
91 NAME
AREA

GROUND FLOOR

WAREHOUSE
130200 SF
OFFICE
3000 SF
133200 SF

MEZZANINE
OFFICE
3000 SF
3000 SF
GROUND LEVEL + MEZZANINE

WAREHOUSE
130200 SF
OFFICE
6000 SF

TOTAL BUILDING AREA
136200 SF

SITE LEGEND

SITE PLAN GENERAL NOTES

SCOPE OF WORK
CONSTRUCT NEW ONE STORY + MEZZANINE CONCRETE TILT-
U
P

WAREHOUSE/DISTRIBUTION FACILITY WITH ELECTRICAL

AND PLUMBING SERVICES, EXTERIOR LIGHTING, LANDCAPING &

IRRIGATION, TRASH ENCLOSURES, CONCRETE SCREEN WALLS,
AND SLIDING/SWINGING METAL GATES. FIRE SPRINKLER AND

GRADING PLANS TO BE A SEPARATE SUBMITTAL AND PERMIT

LEGAL DESCRIPTION & ZONING
LEGAL DESCRIPTION: SEE CIVIL PLAN
ASSESSOR'S PARCEL NO: SEE CIVIL PLAN
SPECIFIC PLAN LEGEND: INDUSTRIAL PARK
ZONING: BUSINESS PARK
A0
A1

A1_1
A2

A5
A6
A7
C1

C2
L1

COVER SHEET

SITE PLAN

ENLARGED SITE PLANS

GROUND LEVEL FLOOR PLANS

ROOF PLAN

EXTERIOR ELEVATIONS

MATERIAL BOARD

AERIAL IMAGE OF THE SITE

SITE PHOTO

CONCEPTUAL GRADING, DRAINAGE AND UTILITY PLAN

TENTATIVE PARCEL MAP

CONCEPTUAL LANDSCAPE PLAN

SHEET INDEX

DEVELOPER/OWNER
HERDMAN ARCHITECTURE & DESIGN, INC.
100 BAYVIEW CIRCLE SUITE 100
NEWPORT BEACH, CA 92660
CONTACT: BRIDGET HERDMAN
PHONE: 714.389.2800
EMAIL: [email protected]

APPLICANT'S REPRESENTATIVE/ARCHITECT

VICINITY MAP

TOTAL PARKING REQUIRED

REQUIRED PARKING BREAKDOWN
P
A

RKING PROVIDED

LANDSCAPE AREA SUMMARY

BUILDING AREA SUMMARY

FLOOR AREA RATIO

LOT AREA

BUILDING AREA SITE AREA FAR ALLOWABLE FAR PROVIDED
136200 SF 265970 SF

51.2%
102 PROPOSED DRIVEWAY, PER JURISDICTIONAL STANDARDS.
103 DECORATIVE PAVING. SEE LANDSCAPING DRAWINGS FOR
ADDITIONAL INFORMATION.
105 CONCRETE PAVING.
106 @ SHADING, PROPOSED LANDSCAPING. SEE LANDSCAPE
PLANS.
109 (N) TRANSFORMER LOCATION.
111 TYP U.O.N., STANDARD PARKING STALL. 9'-0" WIDE x 20'-0" DEEP
112 CLEAN AIR VEHICLE PARKING STALL. MATCH STANDARD

STALL SIZE
113 FUTURE EV CHARGING ONLY PARKING STALL. MATCH
STANDARD STALL DEPTH. PROVIDE FOR FUTURE
INSTALLATION OF CHARGING EQUIPMENT.
114 ACCESSIBLE SITE ENTRANCE SIGN.
115 STANDARD ACCESSIBLE PARKING STALL. 9'-0" WIDE x
DEPTH OF STANDARD STALL.
116 VAN ACCESSIBLE PARKING STALL. 12'-0" WIDE x DEPTH OF

STANDARD STALL
117 FUTURE STANDARD ACCESSIBLE EV CHARGING ONLY
PARKING STALL. 9'-0" WIDE x DEPTH OF STANDARD STALL.

PROVIDE FOR FUTURE INSTALLATION OF CHARGING
EQUIPMENT.
118 FUTURE VAN ACCESSIBLE EV CHARGING ONLY PARKING
STALL. 12'-0" WIDE x DEPTH OF STANDARD STALL.

PROVIDE FOR FUTURE INSTALLATION OF CHARGING
EQUIPMENT.
124 EXERIOR CONCRETE LANDING.
127 DO NOT USE
135 CONCRETE TILT-UP SCREEN WALL. MIN HEIGHT 8'ABOVE
HIGHEST ADJACENT FINISHED GRADE. PAINT BOTH SIDES
AND TOP OF WALL. SEE PLANS FOR COLOR SCHEDULE.
137 TUBE STEEL FENCE. MIN HEIGHT 8' ABOVE HIGHEST
ADJACENT FINISHED GRADE.
143 PAINTED STEEL ROLLING GATE(S). MIN HEIGHT 8' ABOVE

HIGHEST ADJACENT FINISHED GRADE OR AS SHOWN ON
EXTERIOR ELEVATIONS. AUTOMATIC WITH A PRE-EMPTION

DEVICE FOR BOTH DIRECTIONS OF TRAVEL AND KNOX KEY
SWITCH OVERRIDE. PROVIDE KNOX BOX AS REQUIRED BY
FIRE AUTHORITY.
146 2 POSITION BIKE RACK.
149 CONCRETE TRUCK RAMP w/ 42" HIGH CONCRETE TILT-UP
GUARD ON OPEN SIDE(S). PAINT ALL SIDES OF GUARD
WALLS AND HANDRAILS.SEE ARCHITECTURAL DRAWINGS
FOR COLOR SCHEDULE.
150 STEEL PIPE BOLLARD PROTECTION POST.

BUILDING USE BUILDING AREA PARKING RATIO 1/X REQ. PARKING OFFICE
3000 SF
250
12 OFFICE
4500 SF
500
9 WAREHOUSE 10000 SF
1000
10 WAREHOUSE 118737 SF
2000
60 TOTAL
136237 SF
91 ADDRESS: PATRIOT PARTNERS
12126 W. SUNSET BLVD.

LOS ANGELES, CA 90049
CONTACT: KEVIN RICE
PHONE: 858.952.4134
EMAIL: KEVIN @ PATRIOTDEVELOPMENT PARTNERS.COM
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S WILLOW AVE

S ALICE AVE
W VALLEY BLVD.
32' - 0"±
40' - 2"±
37' - 0"
52' - 0"
52' - 0"
52' - 0"
52' - 0"
52' - 0"
52' - 0"
52' - 0"
52' - 0"
62' - 0"
245' - 0"
40' - 1" +/-
60' - 0"
60' - 0"
60' - 0"
65' - 0"
20' - 0" 26' - 0" 20' - 0" 20' - 0" 40' - 0" 20' - 0" 6' - 6" 45' - 0" 2 0
'

0 "
4 0
'

0 "
2 0
'

0 "
40' - 0"

BUILDING
136,200 SF
14 DOCK-HI DOORS
7 7
6 8
8 6
7 6
6 5
6 10
9 106

ELECTRICAL
ROOM
1 A1_1
4 A1_1
A1_1
127
150
143
143
1 13 37 7
1 13 35 5
1 13 35 5
111
111
111
111
112
113
118
116
115
109
T
117
167' - 7" ±
103
102
102
103
5 '

0 "
60' - 0"
106
TYP.
106
TYP.

TYP.
106
TYP.
106
146
124
5 D
R
I
V
E
4 0
'

0 "
114
A1_1
6 OFFICE AREA
3,000 SF

GROUND LEVEL
3,000 SF

MEZZANINE LEVEL
DRIVE
40' - 0"
60' - 0"
40' - 0"
40' MIN.
15' - 1" +/-
40' - 10" ±
1 1
4 4
9 9
1 1
0 0
5 5
TYP.
72' - 2"
515' - 0"

VEHICLE TURNAROUND
1" = 30'-0"
1 PROPOSED SITE PLAN
© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS

W SAN BERNARDINO AVE

W VALLEY BLVD

S WILLOW AVE

S RIVERSIDE AVE

ALICE AVE
I-10
!
!
Nov 01, 2022 - 7:23pm lterry P:\300.Environmental\14856 Alice-Willow Ave Warehouse EIR\02 Dudek Work Products\01 Documents\03 Technical Reports\Transportation\Figures\14856_TRAF.dwg Layout: Fig1-PrjTripDist n

NOT TO SCALE
LEGEND
Passenger Cars Percentage Distribution
XX%
Project Site
10%
15%
5%
35%
70%
35%
60%
100%
40%

DWY A DWY B
XX% Trucks Percentage Distribution
Truck Route
Passenger Car Route
Figure 3
Project Trip Distribution
Alice and Willow Avenue Warehouse Project
© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS

W SAN BERNARDINO AVE

W VALLEY BLVD

S WILLOW AVE

S RIVERSIDE AVE

ALICE AVE
I-10
!
!
Nov 02, 2022 - 10:01am lterry P:\300.Environmental\14856 Alice-Willow Ave Warehouse EIR\02 Dudek Work Products\01 Documents\03 Technical Reports\Transportation\Figures\14856_TRAF.dwg Layout: Fig2-PrjTripAssign n

NOT TO SCALE
(1) 0

(2)
1 (0)
2 (2) 8(0) 1
(8) 3
Legend
Project Site
Lane
Geometrics
1 (8) 3 (1) 0

(2)
1 (0)
2 (2) 8(0) 1
(16) 6
W Valley Boulevard/
S Willow Avenue

(2) 5
(8) 3(1) 3
2 (2) 7
(8) 3

(4) 12
(16) 6(1) 3
Driveway B

(2) 5
B

(2) 7
B

(4) 12
B

(2) 5
(11) 4
A

CARS TOTALTRUCKS
Driveway BDriveway B
Driveway ADriveway ADriveway A
(19) 7(8) 3
(2) 5
(X)
X
Weekday AM
Peak Hour
Traffic
Volumes
Weekday PM
Peak Hour
Traffic
Volumes
Truck Route
Passenger Car
Route
A B
21 W Valley Boulevard/
S Willow Avenue
W Valley Boulevard/
S Willow Avenue11
22W Valley Boulevard/
Alice Avenue
W Valley Boulevard/
Alice Avenue
W Valley Boulevard/
Alice Avenue

Figure 4
Project Trip Assignment - PCE
Alice and Willow Avenue Warehouse Project

W SAN BERNARDINO AVE

W VALLEY BLVD

S WILLOW AVES RIVERSIDE AVE
ALICE AVEI-10
Apr 25, 2023 - 3:00pm mpopovic P:\300.Environmental\14856 Alice-Willow Ave Warehouse EIR\02 Dudek Work Products\01 Documents\03 Technical Reports\Transportation\Figures\14856_TRAF3.dwg Layout: Fig5-ExGeoVols Alice and Willow Avenue Warehouse Project
nNOT TO SCALE Figure 5Existing Conditions and Traffic Volumes - PCE 1W Valley Boulevard/S Willow AvenueGeometrics
(0) 2 (2)2
(0)4(0) 0(2) 14(15) 21(584) 679(14) 37(447) 689(79) 151(39) 26(257) 128 1 1W Valley Boulevard/S Willow AvenueExisting Volumes
1W Valley Boulevard/S Willow AvenueExisting plus Project Volumes

PERM-PROTPERM-PROT

PERMDEFACTO

DEFACTO
(1) 2 (4)3
(0)6(0) 1(4) 22(45) 32(584) 679(14) 37(447) 689(79) 151(39) 26(257) 128 LegendProject SiteLane Geometrics(X) Weekday AM PeakHour Traffic Volumes PERM-PROTPermitted - ProtectedLeft Turn PhasingPERMPermitted Left TurnPhasingDEFACTODefacto Right TurnPhasing X Weekday PM PeakHour Traffic VolumesTraffic Signal

Attachment A
Approved Traffic Scoping Form

City of Rialto TIA Guidelines
October 2021

Exhibit A

SCOPING AGREEMENT FOR TRAFFIC IMPACT ANALYSIS
This following form shall be used to acknowledge preliminary approval of the scope for the traffic impact analysis (TIA) of the following project. The TIA must follow the City of Rialto Traffic Impact Analysis – Report Guidelines and Requirements, adopted by the City Council on ________________.

City of Rialto
Traffic Impact Analysis
Scoping Agreement
Case No.

Related Cases -
SP No.

EIR No.

GPA No.

ZC No.

Project Name:

Project Address:

Project Description:

Consultant Developer
Name:

Address:

Telephone:

Fax:

City of Rialto TIA Guidelines
October 2021

1. Trip Generation Source:

Existing GP Land Use Proposed Land Use
Current Zoning: Proposed Zoning:

Total Daily Project Trips:

Current Trip Generation Proposed Trip Generation
In Out Total In Out Total
AM Trips
PM Trips
Internal Trip Allowance Yes No ( % Trip Discount)
Pass-By Trip Allowance Yes No ( % Trip Discount)
For appropriate land uses, a pass-by trip discount may be allowed not to exceed 25%. Discount trips shall be indicated on a report figure for intersections and access locations.

2. Trip Geographic Distribution: N % S % E % W %
(Detailed exhibits of trip distribution must be attached with Trucks as a separate exhibit)

3. Background Growth Traffic
Project Completion Year: Annual Background Growth Rate: % Other Phase Years
Other area projects to be considered:
(Contact Planning for Lists. Correlate projects to exhibit map and also indicate which projects have been included in study area forecasts for existing + background growth + project + cumulative)
Model/Forecast methodology:

4. Study Intersections: (NOTE: Subject to revision after other pr ojects, trip generation and distribution are determined, or comments from other agencies received.)

1. 6.

2. 7.

3. 8.

4. 9.

5. 10.

See attached
Figure 1 and 2
for Trip
Distribution and
Assignment
City of Rialto TIA Guidelines
October 2021

5. Study Roadway Segments: (NOTE: Subject to revision after other projects, trip generation and distribution are determined, or comments from other agencies received.)

1. 6.

2. 7.

3. 8.

4. 9.

5. 10.

6. Other Jurisdictional Impacts
Is this project within any other Agency's Sphere of Influence or within one -mile of a nother jurisdictional boundary?
YES
NO
If so, name of Jurisdiction:

7. Site Plan (please attach 11" x 17" legible copy)

8. Specific issues to be addressed in the Study (in addition to the standard analysis described in the Guideline) (to be filled out by the City of Rialto Public Works Department) (NOTE: If the traffic study states that "a traffic signal is warranted" (or "a traffic signal appears to be warranted," or similar statement) at an existing un -signalized intersection under existing conditions, 8-hour approach traffic volume information must be submitted in addition to the peak hourly turning movement counts for that intersection.)

9. Existing Conditions
Traffic count data must be new or within one year. Provide traffic count dates if using other than new counts.

Date of counts:

NOTE Fees are due and must be submitted with, or prior to submittal of this form. The City will not process the Scoping Agreement prior to the receipt of the processing fee.

Fees Paid: Date
City of Rialto TIA Guidelines
October 2021
Recommended:

Scoping Agreement Submittal date
Scoping Agreement Resubmittal date
Applicant/Engineer Date
Land Use Concurrence:

Development Services Department Date
Approved by:

Public Works Department Date
NOTE:

The Applicant/Engineer acknowledges that the Scoping Agreement is intended to assist in the preparation of any required TIA. It is preliminary in nature and the City does not have sufficient data to determine the ultimate conditions that may be imposed for the project. It does not provide nor limit the requirements imposed on the Project but is intended only to provide initial input into the parameters for review of the traffic generated by the Project and the initial areas to be considered and studied. Subsequent changes to scope of required analysis to be included in the TIA may be required by the Transportation Commission, Planning Commission, and/or the City Council upon Public Works Director/City Engineer review and approval.

LANDSCAPE AREA
CONCRETE PAVING. SEE CIVIL

DRAWINGS FOR PAVING SECTIONS

STREET LIGHT
INDICATES AN ACCESSIBLE ROUTE.

MUST COMPLY w/ SITE PLAN
GENERAL NOTE #6

PROPERTY LINE

DOCK HIGH DOOR
DRIVE THRU. DOOR
FIRE HYDRANT. PROVIDE PIPE

BOLLARD PROTECTION POSTS AS
REQUIRED BY THE FIRE AUTHORITY.

SEE /3 AD1.1
NORTH

PROJECT

LOCATION

W VALLEY BLVD

S WILLOW AVE

S ALICE AVE
FWY10

1. THE SITE PLAN SHALL MEET ALL ENGINEERING & NPDES
REQUIREMENTS.

2. GENERAL CONTRACTOR TO REVIEW THE SOILS REPORT

AND ALL AMENDMENTS LISTED ON THE TITLE SHEET
AND FOLLOW ALL RECOMMENDATIONS.

3. U.O.N., ALL DIMENSIONS TO CONCRETE WALLS AND

CURBS ARE EITHER TO THE CENTER (SHOWN WITH A
CENTERLINE) OR FACE OF THE WALL OR CURB. ALL

DIMENSIONS TO FRAMED WALLS ARE EITHER TO THE

CENTER LINE OF THE WALL FRAMING (SHOWN WITH A
CENTERLINE) OR THE FACE OF THE WALL FINISH.

4. REFER TO CIVIL, AND MEP PLANS TO CONFIRM UTILITY

INFORMATION SHOWN ON THE ARCHITECT'S SITE
PLAN AND FOR ADDITIONAL UTILITY INFORMATION.

GENERAL CONTRACTOR TO COORDINATE ALL POINTS
OF CONNECTION.

5. REFER TO CIVIL DRAWINGS FOR ALL FINISHED
GRADES AND SLOPES. ALL FINISHED GRADES TO

PROVIDE POSITIVE DRAINAGE AWAY FROM THE
BUILDING. GENERAL CONTRACTOR TO FIELD VERIFY.

6. ALL ACCESSIBLE ROUTES IDENTIFIED ON THE SITE
PLAN DRAWINGS SHALL CONFORM TO THE FOLLOWING:
a) SLOPES IN THE DIRECTION OF TRAVEL
DO NOT EXCEED 5%. CROSS SLOPES
DO NOT EXCEED 2%.
b) THE CLEAR WIDTH OF ALL WALKWAYS IS 4' -0"
MIN.
c) CHANGES IN LEVEL UP TO 1/2" COMPLY w/
11/A0.2.1. CHANGES IN LEVEL GREATER THAN 1/2"
IF THEY OCCUR ARE RAMPED. SEE PLANS.
d) THE VERTICAL CLEARANCE ALONG THE
ACCESSIBLE ROUTE IS 80" MIN.

7. ALL PAVED AND LANDSCAPED AREAS TO BE BOUND BY
A MIN. 6" HIGH, 6" WIDE CONCRETE CURB U.O.N.

8. A CONCRETE MOW STRIP EXTENDING 12" BEYOND EA
END OF THE OPENING SHALL BE PROVIDED @ ALL
EXTERIOR GLAZING WHERE THE SILL IS WITHIN 3'
VERTICAL OF THE FINISHED GRADE. SEE 2/AD1.1

10. PROVIDE PIPE BOLLARD PROTECTION POSTS AS

REQUIRED BY UTILITY COMPANIES AND OR FIRE

AUTHORITIES AT ALL EXTERIOR ELECTRICAL EQUIPMENT
AND FIRE PREVENTION DEVICES. IF PIPE BOLLARD

PROTECTION POST DETAILS ARE NOT PROVIDED BY

UTILITY COMPANIES AND OR FIRE AUTHORITY SEE
DETAIL 3/AD1.1

11. ALL EXPOSED BIORETENSION DEVICE COVERINGS
SHALL BE PAINTED FOREST GREEN.

12. WHERE OCCURS, GENERAL CONTRACTOR TO

PROVIDE FLUID APPLIED DAMP PROOFING AT ALL

RETAINING AND PLANTER WALLS WHERE THE SIDE OF

THE WALL OPPOSITE THE SOIL SIDE IS EXPOSED TO

VIEW AND ALL EXTERIOR WALLS WHERE THE
ADJACENT FLOOR SLAB IS BELOW GRADE. SEE 6/AD1.2

13. PROVIDE A HOSE BIB NEAR THE MAIN ENTRANCE AND IN
THE TRASH ENCLOSURE. SEE PLAN FOR LOCATION.

S WILLOW AVE

S ALICE AVE
W VALLEY BLVD.
517' - 0"
37' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 64' - 0" 245' - 0" 40' - 1"
60' - 0" 60' - 0" 60' - 0" 65' - 0"
13' - 1" ± 20' - 0" 26' - 0" 20' - 0" 20' - 0" 40' - 0" 2 0' - 0" 6' - 6" 45' - 0" 20' - 0"
40' - 0"
20' - 0"
40' - 0"

BUILDING
138,350 SF
14 DOCK-HI DOORS
8 7
6 8
8 67
6 6
5 6
10 9
105
106

ELECTRICAL
ROOM
1 A1_1
4 A1_1
A1_1
127 150
143 143
137
135
135 135
135
149
111
111 111
111
112 113 118 116 115
407
109
T
40' - 2" 40' - 10" ±
117
167' - 7" ±
103
102
102
103
137
5' - 0"
60' - 0"
401 407 124
106
TYP.
106
TYP.

TYP.
106
TYP.
106
TYP.
146
124
124
5 DRIVE
40' - 0"
114
A1_1 6

OFFICE AREA
3,000 SF

GROUND LEVEL
3,000 SF

MEZZANINE LEVEL
DRIVE
40' - 0"
32' - 0"
60' - 0"
30' - 0"
NORTH

PROJECT
8/16/2022 3:49:26 PM
1st PLANNING SUBMITTAL
A21-2283

RIALTO, CA

08.16.2022
A1

SITE PLAN

PATRIOT PARTNERS - ALICE AVE

KEYNOTES

LOT AREA
% LANDSCAPING

REQUIRED

AREA LANDSCAPING

PROVIDED
% LANDSCAPING

PROVIDED
269758 SF 10% 62487 SF 23.2%

SQUARE FOOTAGE ACRES
NET
269733 SF 6.19

SPACE TYPE SPACES REQUIRED
STANDARD STALLS 72
STANDARD ACCESSIBLE STALLS 3
VAN ACCESSIBLE STALLS 1
CLEAN AIR STALLS 5

FUTURE EV CHARGING ONLY
STALLS
7 FUTURE EV CHARGING ONLY

STANDARD ACCESSIBLE STALLS
1 FUTURE EV CHARGING ONLY VAN

ACCESSIBLE STALLS
1 TOTAL 90

SPACE TYPE SPACES PROVIDED
STANDARD STALLS 74
STANDARD ACCESSIBLE STALLS 3
VAN ACCESSIBLE STALLS 1
CLEAN AIR STALLS 5

FUTURE EV CHARGING ONLY
STALLS
7 FUTURE EV CHARGING ONLY

STANDARD ACCESSIBLE STALLS
1 FUTURE EV CHARGING ONLY VAN

ACCESSIBLE STALLS
1 TOTAL 92

NAME AREA

GROUND FLOOR
WAREHOUSE 132350 SF
OFFICE 3000 SF
135350 SF

MEZZANINE
OFFICE 3000 SF
3000 SF
GROUND LEVEL + MEZZANINE
WAREHOUSE 132350 SF
OFFICE 6000 SF
TOTAL BUILDING AREA 138350 SF

SITE LEGEND

SITE PLAN GENERAL NOTES

SCOPE OF WORK
CONSTRUCT NEW ONE STORY + MEZZANINE CONCRETE TILT-

UP WAREHOUSE/DISTRIBUTION FACILITY WITH ELECTRICAL

AND PLUMBING SERVICES, EXTERIOR LIGHTING, LANDCAPING &

IRRIGATION, TRASH ENCLOSURES, CONCRETE SCREEN WALLS,
AND SLIDING/SWINGING METAL GATES. FIRE SPRINKLER AND

GRADING PLANS TO BE A SEPARATE SUBMITTAL AND PERMIT

LEGAL DESCRIPTION & ZONING
LEGAL DESCRIPTION: SEE CIVIL PLAN
ASSESSOR'S PARCEL NO: SEE CIVIL PLAN
SPECIFIC PLAN LEGEND: INDUSTRIAL PARK
ZONING: BUSINESS PARK
A0 COVER SHEET
A1 SITE PLAN
A1_1 ENLARGED SITE PLANS
A2 GROUND LEVEL FLOOR PLANS
A3 ROOF PLAN
A4 EXTERIOR ELEVATIONS
A5 MATERIAL BOARD
A6 AERIAL IMAGE OF THE SITE
A7 SITE PHOTO
C1 CONCEPTUAL GRADING, DRAINAGE AND UTILITY PLAN
C2 TENTATIVE PARCEL MAP
L1 CONCEPTUAL LANDSCAPE PLAN

SHEET INDEX

DEVELOPER/OWNER
HERDMAN ARCHITECTURE & DESIGN, INC.
100 BAYVIEW CIRCLE SUITE 100
NEWPORT BEACH, CA 92660
CONTACT: BRIDGET HERDMAN
PHONE: 714.389.2800
EMAIL: [email protected]

APPLICANT'S REPRESENTATIVE/ARCHITECT

VICINITY MAP

TOTAL PARKING REQUIRED

REQUIRED PARKING BREAKDOWN

PARKING PROVIDED

LANDSCAPE AREA SUMMARY

BUILDING AREA SUMMARY

FLOOR AREA RATIO

LOT AREA

BUILDING AREA SITE AREA FAR ALLOWABLE FAR PROVIDED
138350 SF 51.3%
102 PROPOSED DRIVEWAY, PER JURISDICTIONAL STANDARDS.
103 DECORATIVE PAVING. SEE LANDSCAPING DRAWINGS FOR
ADDITIONAL INFORMATION.
105 CONCRETE PAVING.
106 @ SHADING, PROPOSED LANDSCAPING. SEE LANDSCAPE
PLANS.
109 (N) TRANSFORMER LOCATION.
111 TYP U.O.N., STANDARD PARKING STALL. 9'-0" WIDE x 20'-0" DEEP
112 CLEAN AIR VEHICLE PARKING STALL. MATCH STANDARD

STANDARD STALL
117 FUTURE STANDARD ACCESSIBLE EV CHARGING ONLY
PARKING STALL. 9'-0" WIDE x DEPTH OF STANDARD STALL.

PROVIDE FOR FUTURE INSTALLATION OF CHARGING
EQUIPMENT.
118 FUTURE VAN ACCESSIBLE EV CHARGING ONLY PARKING
STALL. 12'-0" WIDE x DEPTH OF STANDARD STALL.

HIGHEST ADJACENT FINISHED GRADE OR AS SHOWN ON
EXTERIOR ELEVATIONS. PROVIDE KNOX BOX AS REQUIRED
BY FIRE AUTHORITY.
146 2 POSITION BIKE RACK.
149 CONCRETE TRUCK RAMP w/ 42" HIGH CONCRETE TILT-UP
GUARD ON OPEN SIDE(S). PAINT ALL SIDES OF GUARD
WALLS AND HANDRAILS.SEE ARCHITECTURAL DRAWINGS
FOR COLOR SCHEDULE.
150 STEEL PIPE BOLLARD PROTECTION POST.
401 PAINTED CONCRETE TILT-UP WALL PANEL.
407 PAINTED HOLLOW METAL PEDESTRIAN DOOR.

BUILDING USE BUILDING AREA PARKING RATIO 1/X REQ. PARK ING OFFICE 3000 SF 250 12
OFFICE 3000 SF 500 6
WAREHOUSE 10000 SF 1000 10
WAREHOUSE 122350 SF 2000 62
TOTAL 138350 SF 90
1" = 30'-0" 1 PROPOSED SITE PLAN
ADDRESS: PATRIOT PARTNERS
12126 W. SUNSET BLVD.

LOS ANGELES, CA 90049
CONTACT: KEVIN RICE
PHONE: 858.952.4134
EMAIL: KEVIN @ PATRIOTDEVELOPMENT PARTNERS.COM
Daily
In
Out
Total
In
Out
Total
Warehousing
150

1.71 0.13

0.04 0.17

0.05 0.13

0.18 Alice and Willow Warehouse
150
138.350
TSF
237
19 5
24 7
18 25
142
11 3
14 4
11 15
95 8
2 10
3 7
10 2
0 0
0 0
0 0
27 2
1 3
1 2
3 66
6 1
7 2
5 7
237
19 5
24 7
18 25
142
11 3
14 4
11 15
3 0
0 0
0 0
0 54
4 2
6 2
4 6
199
18 3
21 6
15 21
398
33 8
41 12
30 42
2 Per City of Rialto's TIA Guidelines (October 2021), 40% of the daily trips are truck trips (per AQMD staff recommendation included in CalEEMod v. 2013.2 Appendix E Technical Source Documentation, Fleet Mix) for warehousing uses i.e. ITE Code 150. The vehicle mix for trucks i.e. 2-axle, 3-axle, and 4+ axle trucks are per current measured rates in the City and provided in the draft TIA guidelines. 3 Passenger Car Equivalent (PCE) factors are assumed to be 1.0 for passenger vehicles, 1.5 and 2.0 for 2-axle and 3-axle trucks, and 3.0 for 4-axle trucks per City of Rialto TIA Guidelines (October 2021)
Trucks

40.0%
PCE Factor
3 Passenger Vehicles

1.0 2-Axle Trucks

1.5 3-Axle Trucks

2.0 Percent
2 Project Trip Generation W/PCE
Notes:

TSF = Thousand Square Feet; PCE = Passenger Car Equivalent 1 Trip rates from the Institute of Transportation Engineers (ITE), Trip Generation, 11th Edition, 2021.

Passenger Vehicles

60.0%
2-Axle Trucks

0.8%
3-Axle Trucks

11.2%
4+-Axle Trucks

3.0 4+-Axle Trucks

28.0%
Project Trip Generation Non-PCE
Project Trip Generation for Alice and Willow Warehouse, Rialto Land Use
ITE Code
AM Peak Hour
PM Peak Hour
Size/Units

TRIP RATES
1 TSF

TRIP GENERATION

PROJECT TRIP GENERATION
Vehicle Mix
2 © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS

W SAN BERNARDINO AVE

W VALLEY BLVD

S WILLOW AVES RIVERSIDE AVE
ALICE AVEI-10!!
Nov 01, 2022 - 7:23pm lterry P:\300.Environmental\14856 Alice-Willow Ave Warehouse EIR\02 Dudek Work Products\01 Documents\03 Technical Reports\Transportation\Figures\14856_TRAF.dwg Layout: Fig1-PrjTripDist Alice-Willow Avenue Warehouse EIR
nNOT TO SCALE Figure 1Project Trip Distribution
LEGEND
Passenger Cars Percentage DistributionXX%
Project Site
10%
15%
5%
35%
70%35%
60%
100%
40%DWY ADWY B
XX%Trucks Percentage DistributionTruck Route
Passenger Car Route
© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS

W SAN BERNARDINO AVE

W VALLEY BLVD

S WILLOW AVES RIVERSIDE AVE
ALICE AVEI-10!!
Nov 02, 2022 - 10:01am lterry P:\300.Environmental\14856 Alice-Willow Ave Warehouse EIR\02 Dudek Work Products\01 Documents\03 Technical Reports\Transportation\Figures\14856_TRAF.dwg Layout: Fig2-PrjTripAssign Alice-Willow Avenue Warehouse EIR
nNOT TO SCALE Figure 2Project Trip Assignment
(1) 0 (2)1
(0)2(0) 1(2) 8(8) 3
LegendProject SiteLaneGeometrics
1 (8) 3(1) 0 (2)1
(0)2(0) 1(2) 8(16) 6
W Valley Boulevard/S Willow Avenue

(2) 5(1) 3(8) 3
2 (2) 7(8) 3
(4) 12(1) 3(16) 6
Driveway B
(2) 5
B
(2) 7
B
(4) 12
B
(2) 5(11) 4A
A

ACARSTRUCKSTOTAL
Driveway BDriveway B
Driveway ADriveway ADriveway A(8) 3 (19) 7(2) 5 (X) XWeekday AMPeak HourTrafficVolumesWeekday PMPeak HourTrafficVolumesTruck RoutePassenger CarRoute A B
21 W Valley Boulevard/S Willow AvenueW Valley Boulevard/S Willow Avenue1 1 2 2W Valley Boulevard/Alice AvenueW Valley Boulevard/Alice AvenueW Valley Boulevard/Alice Avenue

Attachment B
Raw Traffic Counts
Location:

N/S:

E/W:

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
0 0 0 37 0 1 0 93 0 2 71 26 230
0 0 0 62 0 7 3 137 0 2 91 18 320
0 0 0 60 1 7 4 154 0 3 95 17 341
0 0 2 62 0 10 4 132 0 3 118 22 353
0 0 0 70 1 14 3 139 0 2 101 19 349
0 0 0 38 0 10 3 121 0 0 80 16 268
0 1 2 42 0 11 7 111 1 1 92 15 283
0 1 2 30 1 2 6 101 2 2 84 11 242
0 2 6 401 3 62 30 988 3 15 732 144 2386
715 AM

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
0 0 2 254 2 38 14 562 0 10 405 76 1363

0.965

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
1 0 3 29 0 4 9 160 0 4 185 25 420
0 1 4 24 0 8 9 163 1 3 169 35 417
0 0 5 37 0 2 10 179 0 3 154 33 423
0 1 0 29 1 9 11 154 1 5 155 39 405
0 2 3 29 1 6 7 164 0 0 169 41 422
2 0 3 28 1 2 18 146 1 4 159 41 405
0 1 6 31 1 8 9 140 1 0 151 38 386
2 2 2 30 1 7 11 129 0 2 178 37 401
5 7 26 237 5 46 84 1235 4 21 1320 289 3279
415 PM

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
0 4 12 119 2 25 37 660 2 11 647 148 1667

0.985
Rialto
Willow Avenue Date: 3/28/2023
Valley Boulevard Day: Tuesday
Willow Avenue Willow Avenue Valley Boulevard Valley Boulevard Total Volume
8:30 AM
Northbound Southbound Eastbound Westbound
7:00 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
8:45 AM
TOTAL VOLUMES:

AM Peak Hr Begins at:

PEAK VOLUMES:

PEAK HR FACTOR: 0.250 0.865 0.911 0.858
Willow Avenue Willow Avenue Valley Boulevard Valley Boulevard Northbound Southbound Eastbound Westbound
TOTAL VOLUMES:
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
5:30 PM
5:45 PM
4:00 PM

0.960
PM Peak Hr Begins at:

PEAK VOLUMES:

PEAK HR FACTOR: 0.800 0.936 0.925

Location:

N/S:

E/W:

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
0 0 0 36 0 1 0 87 0 2 66 25 217
0 0 0 62 0 7 3 130 0 1 87 17 307
0 0 0 58 1 7 4 151 0 2 88 15 326
0 0 2 61 0 10 4 129 0 3 108 21 338
0 0 0 69 1 13 3 125 0 1 87 18 317
0 0 0 37 0 10 3 110 0 0 75 15 250
0 1 1 40 0 11 6 104 1 1 86 14 265
0 1 2 28 1 2 6 90 1 1 78 10 220
0 2 5 391 3 61 29 926 2 11 675 135 2240
715 AM

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
0 0 2 250 2 37 14 535 0 7 370 71 1288

0.953

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
0 0 3 29 0 4 8 153 0 1 171 25 394
0 1 3 22 0 7 9 160 1 2 161 33 399
0 0 5 34 0 2 10 174 0 1 140 33 399
0 1 0 27 1 8 11 151 1 3 146 39 388
0 2 3 29 1 6 7 159 0 0 162 41 410
1 0 2 28 1 2 17 141 1 4 155 41 393
0 1 6 30 1 8 9 137 0 0 145 37 374
2 2 2 30 1 7 11 125 0 1 175 36 392
3 7 24 229 5 44 82 1200 3 12 1255 285 3149
415 PM

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
0 4 11 112 2 23 37 644 2 6 609 146 1596

0.973
Rialto
Willow Avenue Date: 3/28/2023
Valley Boulevard Day: Tuesday
Willow Avenue Willow Avenue Valley Boulevard Valley Boulevard Passenger Vehicles
8:30 AM
Northbound Southbound Eastbound Westbound
7:00 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
8:45 AM
TOTAL VOLUMES:

AM Peak Hr Begins at:

PEAK VOLUMES:

PEAK HR FACTOR: 0.250 0.870 0.885 0.848
Willow Avenue Willow Avenue Valley Boulevard Valley Boulevard Northbound Southbound Eastbound Westbound
TOTAL VOLUMES:
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
5:30 PM
5:45 PM
4:00 PM

0.937
PM Peak Hr Begins at:

PEAK VOLUMES:

PEAK HR FACTOR: 0.750 0.951 0.928

Location:

N/S:

E/W:

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
0 0 0 0 0 0 0 3 0 0 3 0 6
0 0 0 0 0 0 0 4 0 0 2 1 7
0 0 0 1 0 0 0 1 0 0 2 1 5
0 0 0 1 0 0 0 2 0 0 3 1 7
0 0 0 1 0 1 0 13 0 0 8 1 24
0 0 0 1 0 0 0 6 0 0 4 1 12
0 0 0 2 0 0 1 5 0 0 5 1 14
0 0 0 2 0 0 0 6 0 0 4 0 12
0 0 0 8 0 1 1 40 0 0 31 6 87
715 AM

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
0 0 0 3 0 1 0 20 0 0 15 4 43

0.448

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
0 0 0 0 0 0 1 1 0 0 5 0 7
0 0 0 2 0 1 0 2 0 0 5 1 11
0 0 0 0 0 0 0 3 0 0 6 0 9
0 0 0 0 0 1 0 1 0 0 3 0 5
0 0 0 0 0 0 0 1 0 0 3 0 4
0 0 0 0 0 0 1 2 0 0 2 0 5
0 0 0 1 0 0 0 1 0 0 1 0 3
0 0 0 0 0 0 0 2 0 0 1 0 3
0 0 0 3 0 2 2 13 0 0 26 1 47
415 PM

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
0 0 0 2 0 2 0 7 0 0 17 1 29

0.6590.750
Large 2 Axle Vehicles
PM Peak Hr Begins at:

PEAK VOLUMES:

PEAK HR FACTOR: 0.000 0.333 0.583
5:45 PM
TOTAL VOLUMES:
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
5:30 PM
Northbound Southbound Eastbound Westbound
4:00 PM
Willow Avenue Willow Avenue Valley Boulevard Valley Boulevard

0.500 0.358 0.528
8:45 AM
TOTAL VOLUMES:

AM Peak Hr Begins at:

PEAK VOLUMES:

PEAK HR FACTOR: 0.000
8:30 AM
Northbound Southbound Eastbound Westbound
7:00 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
Valley Boulevard Day: Tuesday
Willow Avenue Willow Avenue Valley Boulevard Valley Boulevard Rialto
Willow Avenue Date: 3/28/2023

Location:

N/S:

E/W:

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
0 0 0 0 0 0 0 1 0 0 0 0 1
0 0 0 0 0 0 0 1 0 1 2 0 4
0 0 0 1 0 0 0 1 0 0 3 1 6
0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 1 0 1
0 0 0 0 0 0 0 2 0 0 0 0 2
0 0 0 0 0 0 0 1 0 0 0 0 1
0 0 0 0 0 0 0 1 0 0 0 0 1
0 0 0 1 0 0 0 7 0 1 6 1 16
715 AM

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
0 0 0 1 0 0 0 2 0 1 6 1 11

0.458

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
1 0 0 0 0 0 0 1 0 0 7 0 9
0 0 0 0 0 0 0 1 0 0 0 0 1
0 0 0 1 0 0 0 1 0 0 3 0 5
0 0 0 1 0 0 0 0 0 0 4 0 5
0 0 0 0 0 0 0 1 0 0 2 0 3
0 0 1 0 0 0 0 2 0 0 0 0 3
0 0 0 0 0 0 0 1 1 0 2 1 5
0 0 0 0 0 0 0 2 0 0 2 0 4
1 0 1 2 0 0 0 9 1 0 20 1 35
415 PM

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
0 0 0 2 0 0 0 3 0 0 9 0 14

0.7000.563
PM Peak Hr Begins at:

PEAK VOLUMES:

PEAK HR FACTOR: 0.000 0.500 0.750
Westbound
TOTAL VOLUMES:
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
5:30 PM
5:45 PM
4:00 PM
Northbound Southbound Eastbound
Willow Avenue Willow Avenue Valley Boulevard Valley Boulevard 8:15 AM
8:30 AM
8:45 AM
TOTAL VOLUMES:

AM Peak Hr Begins at:

PEAK VOLUMES:

PEAK HR FACTOR: 0.000 0.250 0.500 0.500
8:00 AM
Willow Avenue Willow Avenue Valley Boulevard
3 Axle Vehicles
7:00 AM
7:15 AM
7:30 AM
7:45 AM
Valley Boulevard
Northbound Southbound Eastbound Westbound
Valley Boulevard Day: Tuesday
Rialto
Willow Avenue Date: 3/28/2023

Location:

N/S:

E/W:

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
0 0 0 1 0 0 0 2 0 0 2 1 6
0 0 0 0 0 0 0 2 0 0 0 0 2
0 0 0 0 0 0 0 1 0 1 2 0 4
0 0 0 0 0 0 0 1 0 0 7 0 8
0 0 0 0 0 0 0 1 0 1 5 0 7
0 0 0 0 0 0 0 3 0 0 1 0 4
0 0 1 0 0 0 0 1 0 0 1 0 3
0 0 0 0 0 0 0 4 1 1 2 1 9
0 0 1 1 0 0 0 15 1 3 20 2 43
715 AM

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
0 0 0 0 0 0 0 5 0 2 14 0 21

0.656

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
0 0 0 0 0 0 0 5 0 3 2 0 10
0 0 1 0 0 0 0 0 0 1 3 1 6
0 0 0 2 0 0 0 1 0 2 5 0 10
0 0 0 1 0 0 0 2 0 2 2 0 7
0 0 0 0 0 0 0 3 0 0 2 0 5
1 0 0 0 0 0 0 1 0 0 2 0 4
0 0 0 0 0 0 0 1 0 0 3 0 4
0 0 0 0 0 0 0 0 0 1 0 1 2
1 0 1 3 0 0 0 13 0 9 19 2 48
415 PM

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
0 0 1 3 0 0 0 6 0 5 12 1 28

0.7000.643
PM Peak Hr Begins at:

PEAK VOLUMES:

PEAK HR FACTOR: 0.250 0.375 0.500
Westbound
TOTAL VOLUMES:
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
5:30 PM
5:45 PM
4:00 PM
Northbound Southbound Eastbound
Willow Avenue Willow Avenue Valley Boulevard Valley Boulevard 8:15 AM
8:30 AM
8:45 AM
TOTAL VOLUMES:

AM Peak Hr Begins at:

PEAK VOLUMES:

PEAK HR FACTOR: 0.000 0.000 0.625 0.571
8:00 AM
Willow Avenue Willow Avenue Valley Boulevard
4+ Axle Trucks
7:00 AM
7:15 AM
7:30 AM
7:45 AM
Valley Boulevard
Northbound Southbound Eastbound Westbound
Valley Boulevard Day: Tuesday
Rialto
Willow Avenue Date: 3/28/2023

Location: Date: 3/28/2023
N/S: Date: Tuesday
E/W:

North Leg South Leg East Leg West Leg
Willow Avenue Willow Avenue Valley Boulevard Valley Boulevard Pedestrians Pedestrians Pedestrians Pedestrians
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 0 0 0 0
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
715 AM
North Leg South Leg East Leg West Leg TOTAL
0 0 0 0 0
North Leg South Leg East Leg West Leg
Willow Avenue Willow Avenue Valley Boulevard Valley Boulevard Pedestrians Pedestrians Pedestrians Pedestrians
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 0 0 0 0
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
415 PM
North Leg South Leg East Leg West Leg TOTAL
0 0 0 0 0
PEAK VOLUMES:

AM Total Volume Peak Hr Begins At:
4:00 PM
4:15 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
Rialto
Willow Avenue
Valley Boulevard

PEDESTRIANS
PEAK VOLUMES:

PM Total Volume Peak Hr Begins At:
5:15 PM
5:30 PM
TOTAL VOLUMES:
4:30 PM
4:45 PM
5:00 PM
5:45 PM

Location: Date: 3/28/2023
N/S: Date: Tuesday
E/W:

Left Thru Right Left Thru Right Left Thru Right Left Thru Right 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
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
0 0 0 0 0 0 0 1 0 0 0 0 1
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
0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 1 0 0 0 0 1
715 AM

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
0 0 0 0 0 0 0 1 0 0 0 0 1
Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 1 0 1
0 0 0 0 0 0 0 1 0 0 0 0 1
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
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
0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 1 0 0 1 0 2
415 PM

NL NT NR SL ST SR EL ET ER WL WT WR TOTAL
0 0 0 0 0 0 0 1 0 0 1 0 2
Eastbound

BICYCLES
Westbound
8:00 AM
8:15 AM
Valley BoulevardValley Boulevard
5:45 PM
7:30 AM
7:00 AM
7:15 AM
TOTAL VOLUMES:

Willow Avenue Willow Avenue
7:45 AM
Eastbound
8:30 AM
8:45 AM
Valley Boulevard Valley Boulevard
PM Total Volume Peak Hr Begins At:

PEAK VOLUMES:

AM Total Volume Peak Hr Begins At:

PEAK VOLUMES:

TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
5:30 PM
Westbound
Rialto
Willow Avenue
Valley Boulevard
Northbound Southbound
Willow Avenue Willow Avenue
Northbound Southbound

Attachment C
Synchro Worksheets

HCM 6th Signalized Intersection Summary
Existing Conditions
1: Willow Avenue & Valley Boulevard
Timing Plan: AM Peak Hour
Alice Willow Warehouse
Synchro 11 Report
Dudek

Page 1 ends

Movement
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Volume (veh/h)
14 584
0 15
447
79 0
0 2
257
2 39
Future Volume (veh/h)
14 584
0 15
447
79 0
0 2
257
2 39
Initial Q (Qb), veh
0 0
0 0
0 0
0 0
0 0
0 0
Ped-Bike Adj(A_pbT)

1.00 1.00

1.00 0.99

1.00 1.00
Parking Bus, Adj

1.00 1.00

1.00 1.00
Work Zone On Approach
No
No
No
No
Adj Sat Flow, veh/h/ln
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Adj Flow Rate, veh/h
15 608
0 16
466
82 0
0 2
268
2 41
Peak Hour Factor

0.96 0.96

0.96 0.96
Percent Heavy Veh, %
0 0
0 0
0 0
0 0
0 0
0 0
Cap, veh/h
389
1097
489
349
1102
491
178
0 454
523
5 55
Arrive On Green

0.02 0.30

0.00 0.02

0.31 0.31

0.00 0.00

0.29 0.29

0.29 0.29
Sat Flow, veh/h
1810
3610
1610
1810
3610
1610
1385
0 1590
1251
18 193
Grp Volume(v), veh/h
15 608
0 16
466
82 0
0 2
311
0 0
Grp Sat Flow(s),veh/h/ln
1810
1805
1610
1810
1805
1610
1385
0 1590
1463
0 0
Q Serve(g_s), s

0.2 5.7

0.0 0.2

4.2 1.5

0.0 0.0

0.0 7.7

0.0 0.0
Cycle Q Clear(g_c), s

0.2 5.7

0.0 0.2

4.2 1.5

0.0 0.0

0.0 7.8

0.0 0.0
Prop In Lane

1.00 1.00

0.86 0.13
Lane Grp Cap(c), veh/h
389
1097
489
349
1102
491
178
0 454
583
0 0
V/C Ratio(X)

0.04 0.55

0.00 0.05

0.42 0.17

0.00 0.00

0.00 0.53

0.00 0.00
Avail Cap(c_a), veh/h
640
3496
1559
643
3586
1599
1754
0 2262
2245
0 0
HCM Platoon Ratio

1.00 1.00

1.00 1.00
Upstream Filter(I)

1.00 1.00

0.00 1.00

1.00 1.00

0.00 0.00

1.00 1.00

0.00 0.00
Uniform Delay (d), s/veh

9.6 11.8

0.0 9.7

11.2 10.3

0.0 0.0

10.4 13.1

0.0 0.0
Incr Delay (d2), s/veh

0.0 0.4

0.0 0.1

0.3 0.2

0.0 0.0

0.0 0.8

0.0 0.0
Initial Q Delay(d3),s/veh

0.0 0.0

0.0 0.0
%ile BackOfQ(50%),veh/ln

0.1 1.9

0.0 0.1

1.4 0.4

0.0 0.0

0.0 2.2

0.0 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh

9.6 12.2

0.0 9.8

11.5 10.5

0.0 0.0

10.4 13.9

0.0 0.0
LnGrp LOS
A
B
A
A
B
B
A
A
B
B
A
A
Approach Vol, veh/h
623
564
2 311
Approach Delay, s/veh

12.2 11.3

10.4 13.9
Approach LOS
B
B
B
B
Timer - Assigned Phs
2 3
4 6
7 8
Phs Duration (G+Y+Rc), s

16.9 5.4

18.1 16.9

5.4 18.2
Change Period (Y+Rc), s

5.4 4.6

5.8 5.4

4.6 5.8
Max Green Setting (Gmax), s

57.6 7.4

39.2 57.6

6.4 40.2
Max Q Clear Time (g_c+I1), s

2.0 2.2

7.7 9.8

2.2 6.2
Green Ext Time (p_c), s

0.0 0.0

4.6 2.1

0.0 3.7
Intersection Summary
HCM 6th Ctrl Delay

12.2 HCM 6th LOS
B
HCM 6th Signalized Intersection Summary
Existing Conditions
1: Willow Avenue & Valley Boulevard
Timing Plan: PM Peak Hour
Alice Willow Warehouse
Synchro 11 Report
Dudek

Page 1 ends

Movement
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Volume (veh/h)
37 679
2 21
689
151
0 4
14 128
2 26
Future Volume (veh/h)
37 679
2 21
689
151
0 4
14 128
2 26
Initial Q (Qb), veh
0 0
0 0
0 0
0 0
0 0
0 0
Ped-Bike Adj(A_pbT)

1.00 0.98

1.00 0.99

1.00 0.99
Parking Bus, Adj

1.00 1.00

1.00 1.00
Work Zone On Approach
No
No
No
No
Adj Sat Flow, veh/h/ln
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Adj Flow Rate, veh/h
38 693
2 21
703
154
0 4
14 131
2 27
Peak Hour Factor

0.98 0.98

0.98 0.98
Percent Heavy Veh, %
0 0
0 0
0 0
0 0
0 0
0 0
Cap, veh/h
387
1359
593
397
1298
567
176
78 272
398
20 52
Arrive On Green

0.04 0.38

0.38 0.03

0.36 0.36

0.00 0.21

0.21 0.21

0.21 0.21
Sat Flow, veh/h
1810
3610
1576
1810
3610
1576
1403
367
1283
1125
95 248
Grp Volume(v), veh/h
38 693
2 21
703
154
0 0
18 160
0 0
Grp Sat Flow(s),veh/h/ln
1810
1805
1576
1810
1805
1576
1403
0 1649
1468
0 0
Q Serve(g_s), s

0.5 6.1

0.0 0.3

6.3 2.8

0.0 0.0

0.4 3.4

0.0 0.0
Cycle Q Clear(g_c), s

0.5 6.1

0.0 0.3

6.3 2.8

0.0 0.0

0.4 3.9

0.0 0.0
Prop In Lane

1.00 1.00

1.00 0.78

0.82 0.17
Lane Grp Cap(c), veh/h
387
1359
593
397
1298
567
176
0 350
471
0 0
V/C Ratio(X)

0.10 0.51

0.00 0.05

0.54 0.27

0.00 0.00

0.05 0.34

0.00 0.00
Avail Cap(c_a), veh/h
681
4600
2009
721
4600
2009
1372
0 1756
1705
0 0
HCM Platoon Ratio

1.00 1.00

1.00 1.00
Upstream Filter(I)

1.00 1.00

0.00 0.00

1.00 1.00

0.00 0.00
Uniform Delay (d), s/veh

8.0 9.9

8.0 8.2

10.4 9.3

0.0 0.0

12.9 14.2

0.0 0.0
Incr Delay (d2), s/veh

0.1 0.3

0.0 0.1

0.4 0.3

0.0 0.0

0.1 0.4

0.0 0.0
Initial Q Delay(d3),s/veh

0.0 0.0

0.0 0.0
%ile BackOfQ(50%),veh/ln

0.2 1.9

0.0 0.1

2.0 0.8

0.0 0.0

0.1 1.1

0.0 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh

8.1 10.2

8.0 8.2

10.8 9.6

0.0 0.0

12.9 14.6

0.0 0.0
LnGrp LOS
A
B
A
A
B
A
A
A
B
B
A
A
Approach Vol, veh/h
733
878
18 160
Approach Delay, s/veh

10.0 10.5

12.9 14.6
Approach LOS
B
B
B
B
Timer - Assigned Phs
2 3
4 6
7 8
Phs Duration (G+Y+Rc), s

14.1 5.7

21.2 14.1

6.4 20.5
Change Period (Y+Rc), s

5.4 4.6

5.8 5.4

4.6 5.8
Max Green Setting (Gmax), s

43.6 8.4

52.2 43.6

8.4 52.2
Max Q Clear Time (g_c+I1), s

2.4 2.3

8.1 5.9

2.5 8.3
Green Ext Time (p_c), s

0.1 0.0

5.6 1.0

0.0 6.4
Intersection Summary
HCM 6th Ctrl Delay

10.7 HCM 6th LOS
B
HCM 6th Signalized Intersection Summary
Existing Conditions + Project
1: Willow Avenue & Valley Boulevard
Timing Plan: AM Peak Hour
Alice Willow Warehouse
Synchro 11 Report
Dudek

Page 1 ends

Movement
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Volume (veh/h)
14 584
1 45
447
79 0
0 4
257
4 39
Future Volume (veh/h)
14 584
1 45
447
79 0
0 4
257
4 39
Initial Q (Qb), veh
0 0
0 0
0 0
0 0
0 0
0 0
Ped-Bike Adj(A_pbT)

1.00 0.98

1.00 1.00

1.00 0.99

1.00 1.00
Parking Bus, Adj

1.00 1.00

1.00 1.00
Work Zone On Approach
No
No
No
No
Adj Sat Flow, veh/h/ln
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Adj Flow Rate, veh/h
15 608
1 47
466
82 0
0 4
268
4 41
Peak Hour Factor

0.96 0.96

0.96 0.96
Percent Heavy Veh, %
0 0
0 0
0 0
0 0
0 0
0 0
Cap, veh/h
401
1070
467
385
1181
527
168
0 453
510
7 54
Arrive On Green

0.02 0.30

0.30 0.05

0.33 0.33

0.00 0.00

0.28 0.28

0.28 0.28
Sat Flow, veh/h
1810
3610
1576
1810
3610
1610
1383
0 1590
1242
25 191
Grp Volume(v), veh/h
15 608
1 47
466
82 0
0 4
313
0 0
Grp Sat Flow(s),veh/h/ln
1810
1805
1576
1810
1805
1610
1383
0 1590
1459
0 0
Q Serve(g_s), s

0.2 6.1

0.0 0.7

4.3 1.5

0.0 0.0

0.1 8.3

0.0 0.0
Cycle Q Clear(g_c), s

0.2 6.1

0.0 0.7

4.3 1.5

0.0 0.0

0.1 8.4

0.0 0.0
Prop In Lane

1.00 1.00

0.86 0.13
Lane Grp Cap(c), veh/h
401
1070
467
385
1181
527
168
0 453
571
0 0
V/C Ratio(X)

0.04 0.57

0.00 0.12

0.39 0.16

0.00 0.00

0.01 0.55

0.00 0.00
Avail Cap(c_a), veh/h
637
3304
1442
650
3472
1549
1601
0 2100
2085
0 0
HCM Platoon Ratio

1.00 1.00

1.00 1.00
Upstream Filter(I)

1.00 1.00

0.00 0.00

1.00 1.00

0.00 0.00
Uniform Delay (d), s/veh

10.2 12.8

10.6 9.9

11.1 10.2

0.0 0.0

11.0 14.0

0.0 0.0
Incr Delay (d2), s/veh

0.0 0.5

0.0 0.1

0.2 0.1

0.0 0.0

0.0 0.8

0.0 0.0
Initial Q Delay(d3),s/veh

0.0 0.0

0.0 0.0
%ile BackOfQ(50%),veh/ln

0.1 2.1

0.0 0.2

1.4 0.5

0.0 0.0

0.0 2.4

0.0 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh

10.3 13.2

10.6 10.0

11.3 10.3

0.0 0.0

11.0 14.8

0.0 0.0
LnGrp LOS
B
B
B
A
B
B
A
A
B
B
A
A
Approach Vol, veh/h
624
595
4 313
Approach Delay, s/veh

13.2 11.1

11.0 14.8
Approach LOS
B
B
B
B
Timer - Assigned Phs
2 3
4 6
7 8
Phs Duration (G+Y+Rc), s

17.6 6.7

18.5 17.6

5.4 19.8
Change Period (Y+Rc), s

5.4 4.6

5.8 5.4

4.6 5.8
Max Green Setting (Gmax), s

56.6 8.4

39.2 56.6

6.4 41.2
Max Q Clear Time (g_c+I1), s

2.1 2.7

8.1 10.4

2.2 6.3
Green Ext Time (p_c), s

0.0 0.0

4.6 2.1

0.0 3.7
Intersection Summary
HCM 6th Ctrl Delay

12.7 HCM 6th LOS
B
HCM 6th Signalized Intersection Summary
Existing Conditions + Project
1: Willow Avenue & Valley Boulevard
Timing Plan: PM Peak Hour
Alice Willow Warehouse
Synchro 11 Report
Dudek

Page 1 ends

Movement
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Traffic Volume (veh/h)
37 679
2 32
689
151
1 6
22 128
3 26
Future Volume (veh/h)
37 679
2 32
689
151
1 6
22 128
3 26
Initial Q (Qb), veh
0 0
0 0
0 0
0 0
0 0
0 0
Ped-Bike Adj(A_pbT)

1.00 1.00

1.00 1.00
Parking Bus, Adj

1.00 1.00

1.00 1.00
Work Zone On Approach
No
No
No
No
Adj Sat Flow, veh/h/ln
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Adj Flow Rate, veh/h
38 693
2 33
703
154
1 6
22 131
3 27
Peak Hour Factor

0.98 0.98

0.98 0.98
Percent Heavy Veh, %
0 0
0 0
0 0
0 0
0 0
0 0
Cap, veh/h
385
1310
584
405
1293
577
516
77 282
395
22 52
Arrive On Green

0.04 0.36

0.36 0.04

0.36 0.36

0.22 0.22

0.22 0.22
Sat Flow, veh/h
1810
3610
1610
1810
3610
1610
1401
357
1308
1100
104
243
Grp Volume(v), veh/h
38 693
2 33
703
154
1 0
28 161
0 0
Grp Sat Flow(s),veh/h/ln
1810
1805
1610
1810
1805
1610
1401
0 1665
1447
0 0
Q Serve(g_s), s

0.5 6.2

0.0 0.5

6.4 2.8

0.0 0.0

0.6 3.5

0.0 0.0
Cycle Q Clear(g_c), s

0.5 6.2

0.0 0.5

6.4 2.8

0.0 0.0

0.6 4.0

0.0 0.0
Prop In Lane

1.00 1.00

1.00 0.79

0.81 0.17
Lane Grp Cap(c), veh/h
385
1310
584
405
1293
577
516
0 358
470
0 0
V/C Ratio(X)

0.10 0.53

0.00 0.08

0.54 0.27

0.00 0.00

0.08 0.34

0.00 0.00
Avail Cap(c_a), veh/h
677
4577
2041
705
4577
2041
1699
0 1763
1687
0 0
HCM Platoon Ratio

1.00 1.00

1.00 1.00
Upstream Filter(I)

1.00 1.00

1.00 0.00

1.00 1.00

0.00 0.00
Uniform Delay (d), s/veh

8.1 10.3

8.4 8.1

10.5 9.4

12.7 0.0

12.9 14.2

0.0 0.0
Incr Delay (d2), s/veh

0.1 0.3

0.0 0.1

0.4 0.2

0.0 0.0

0.1 0.4

0.0 0.0
Initial Q Delay(d3),s/veh

0.0 0.0

0.0 0.0
%ile BackOfQ(50%),veh/ln

0.2 1.9

0.0 0.1

2.0 0.8

0.0 0.0

0.2 1.2

0.0 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh

8.2 10.7

8.4 8.2

10.9 9.6

12.7 0.0

13.0 14.7

0.0 0.0
LnGrp LOS
A
B
A
A
B
A
B
A
B
B
A
A
Approach Vol, veh/h
733
890
29 161
Approach Delay, s/veh

10.5 10.6

13.0 14.7
Approach LOS
B
B
B
B
Timer - Assigned Phs
2 3
4 6
7 8
Phs Duration (G+Y+Rc), s

14.3 6.2

20.7 14.3

6.4 20.5
Change Period (Y+Rc), s

5.4 4.6

5.8 5.4

4.6 5.8
Max Green Setting (Gmax), s

43.6 8.4

52.2 43.6

8.4 52.2
Max Q Clear Time (g_c+I1), s

2.6 2.5

8.2 6.0

2.5 8.4
Green Ext Time (p_c), s

0.1 0.0

5.6 1.0

0.0 6.4
Intersection Summary
HCM 6th Ctrl Delay

11.0 HCM 6th LOS
B

Rialto City CouncilSeptember 12, 2023

Rialto City Council
September 12, 2023