Exhibit C- September 24, 2024 Agenda Report.pdf — Rialto City Council, November 12, 2024 (part 1 of 2)

City of Rialto
Legislation Text
For City Council Meeting September 24, 2024
TO: Honorable Mayor and City Council
APPROVAL: G. Michael Milhiser, Interim City Manager
FROM: Colby Cataldi, Director of Community Development Request City Council to Conduct the Continued Public Hearing from the September 24, 2024 City Council Meeting to consider the Adoption of 1) Resolution No. 8296 denying the Appeal of the Planning Commission’sdecision to approve an Addendum to the Environmental Impact Report for the Rialto Airport Specific Plan (Environmental Assessment Review No. 2023-0022), Tentative Parcel Map No. 2023-0001, Conditional Development Permit No. 2023-0011, and Precise Plan of Design No. 2023-0018, for the development and use of a 225,173 square foot industrial warehouse building on 11.19 net acres of land (APN: 0239-301-39, -40, -51, -55, -56, & -64) located at the southeast corner of Locust Avenue and West Coast Boulevard within the Planned Industrial Development (I-PID) land use district of the Rialto Airport Specific Plan. (ACTION)
RECOMMENDATION:

Staff recommends that the City Council:

1. Conduct a Public Hearing for the Appeal, in accordance with the Appeal process provided in Section 18.68.050 of the Rialto Municipal Code; and

2. Adopt the attached Resolution No. 8296 (Exhibit A) denying the appeal and upholding the Planning Commission’s decision on August 7, 2024, to approve an Addendum to the Environmental Impact Report for the Rialto Airport Specific Plan (Environmental Assessment Review No. 2023-0022), Tentative Parcel Map No. 2023-0001, Conditional Development Permit No. 2023-0011, and Precise Plan of Design No. 2023-0018.

APPELLANT:

Center for Community Action and Environmental Justice, P.O. Box 33124, Jurupa Valley, CA 92579 PROJECT APPLICANT:

Rialto Springs, LLC, 13116 Imperial Highway, Santa Fe Springs, CA 90670 PROJECT LOCATION:

The project site consists of six (6) parcels of land (APN’s:0239-301-39, -40, -51, -55, -56, & -64) located at the southeast corner of Locust Avenue and West Coast Boulevard (Refer to the attached Location Map (Exhibit B)).

PROJECT BACKGROUND:

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Surrounding General Plan Land Use Designations
Location General Plan Designation
Site Light Industrial with a Specific Plan Overlay (Rialto Airport SP) North Light Industrial with a Specific Plan Overlay (Rialto Airport SP) East Residential 6
South Light Industrial with a Specific Plan Overlay (Rialto Airport SP) West Business Park with a Specific Plan Overlay (Rialto Airport SP) Surrounding Zoning Designations
Location Zoning or Specific Plan Land Use Designation
Site Rialto Airport Specific Plan (Planned Industrial Development (I-PID)) North Rialto Airport Specific Plan (Planned Industrial Development (I-PID)) East Single-Family Residential (R-1B)
South Rialto Airport Specific Plan (Planned Industrial Development (I-PID)) West Rialto Airport Specific Plan (Planned Industrial Development (I-PID)) Site Characteristics
The project site is a relatively flat and asymmetrical-shaped area of land totaling approximately 12.01 gross acres in size with approximate dimensions of 740 feet (north-south) by 690 feet (east-west).

The project site is bound on the north by an undeveloped segment of West Coast Boulevard and on the west by an existing segment of Locust Avenue. The south two-thirds of the project site was previously developed into a contractor’sstorage yard. The remainder of the site consists of vacant land that previously contained at least two (2) single-family residences that have since been demolished.

Surrounding Area
To the north and east of the project site are existing single-family residences, to the south is an existing contractor’sstorage yard, and to the west is a partially developed storage yard, occupied by Pyro Spectaculars.

PROJECT ANALYSIS/DISCUSSION:

Project Proposal
The applicant, Rialto Springs, LLC, proposes to consolidate six (6) parcels of land into one (1) 11.19 net acre parcel and construct a 225,173 square foot industrial warehouse building with associated on -site and off-site improvements. The building is designed to accommodate various storage and distribution uses.

Entitlement Requirements
The following entitlements were approved by the Planning Commission on August 7, 2024:
· Tentative Parcel Map: Per Section 17.16.040 of the Rialto Municipal Code, the proposed consolidation of land requires the approval of a Tentative Parcel Map.

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· Conditional Development Permit: The development and operation of an industrial warehouse use within the Planned Industrial Development (I-PID) land use district of the Rialto Airport Specific Plan requires the approval of a Conditional Development Permit. · Precise Plan of Design: The design of the development and the related site improvements (e.g. building exterior, landscaping, etc.) requires the approval of a Precise Plan of Design.

Parcel Map
As shown on the tentative parcel map (Exhibit C), the applicant proposes to consolidate six (6) parcels of land into one (1) 11.19 net acre parcel of land. Street dedication along the project site frontage of West Coast Boulevard will reduce the size of the project site from 12.01 gross acres to

11.19 net acres. The size of the proposed parcel greatly exceeds the minimum parcel size of 0.50 acres required by Table 9 (Development Standards Non-Residential Designations) of the Rialto Airport Specific Plan.

Site Design
As shown on the site plan (Exhibit D), the applicant proposes to construct a new 225,173 square foot warehouse building in the center of the project site. The proposed layout includes a truck court on the west side of the building that faces away from the existing single-family residences to the north and east. The layout also includes passenger vehicle parking areas along the east and south sides of the building. The truck court will accommodate a maximum of 87 trucks and trailers, and the passenger vehicle parking areas will provide spaces for up to 153 passenger vehicles. The proposed warehouse building will setback 108 feet from the existing single-family residences to the north and separated from the single-family residences to the east by a range of 86 feet to 101 feet.

Additional on-site improvements will include paving, lighting, landscape planters throughout the site, screen walls around the truck court, and an underground infiltration basin for runoff water quality treatment and retention. Off-site improvements will include new curb, gutter, sidewalk, street paving, and the undergrounding of overhead utilities along the frontages of Locust Avenue and West Coast Boulevard.

Access
Two (2) driveways are proposed along Locust Avenue for access to the site that include a forty-five (45) foot wide driveway on the north end of the Locust Avenue for trucks only and a forty-seven (47) foot wide driveway on the south end of the Locust Avenue frontage will provide full access for trucks and passenger vehicles. One (1) additional 26-foot driveway is proposed to be connected to West Coast Boulevard for passenger vehicle access only.

Floor Plan
The floor plan for the proposed building (Exhibit E) indicates that the building will consist of 215,173 square feet of warehouse space and 10,000 square feet of office space. The office space will potentially occupy the northeast and/or southwest corners of the building, with 5,000 square feet on the ground floor and an additional 5,000 square feet on a second-floor mezzanine. The west side of the building will have up to 31 dock high loading doors and two (2) grade level roll-up doors.

Architectural Design
The proposed building will feature significant vertical and horizontal wall plane articulation in the form City of Rialto Printed on 11/6/2024Page 3 of 10
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The proposed building will feature significant vertical and horizontal wall plane articulation in the form of recessed wall panels, projected wall panels, and panel height variations on all four (4) sides of the building. As shown on the elevations (Exhibit F), the height of the building will range from 40 feet to

44.5 feet from the finished floor level. The exterior of the building will be of concrete tilt-up wall construction painted with a palette of four (4) different colors - four white and gray tones. Additional architectural features of the building include limestone accents, wall panel reveals, metal eyebrow accents, and glazing.

Parking
The development will have 153 auto-parking spaces, including nine (9) ADA accessible parking spaces. This quantity exceeds the minimum parking requirement as shown in the parking calculation chart below and as required by Chapter 18.58 (Off-Street Parking) of the Rialto Municipal Code:

Type of Use Floor
Area
(square
feet)
Parking
Ratio
Number of
spaces
required
Office Ground floor Above ground
floor Warehouse
5,000
5,000
1 / 250 1 /
500
20 10
Floor area up to 10,000 square feet
Floor area 10,001 square feet or more
10,000
205,173
1 / 1,000 1 /
2,000
10 103
Total Required/Total Provided 143/153
Landscaping
The landscape coverage for the project is 16.3 percent, which exceeds the minimum required amount of 10.0 percent. This includes a twenty-five (25) foot landscape setback along Locust Avenue, a forty-four (44) foot landscape setback along West Coast Boulevard, and planters around the perimeter of the building and the project site. All the landscape planters will feature a variety of trees spaced every thirty (30) linear feet and an abundant number of shrubs and groundcover ( Exhibit G).

Traffic
Kimley-Horn and Associates, Inc. prepared a Traffic Study (TS), dated May 2024, to assess the project’spotential impacts to local streets and intersections (Exhibit H). The TS estimates that the project will generate approximately 391 daily vehicle trips (655 PCE daily vehicle trips) with 39 trips in the AM peak hour and 41 trips in the PM peak hour. Trucks will constitute a maximum of 156 of the 391 new daily vehicle trips.

The TS analyzed the following 6 intersections in the project vicinity:

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Two (2) of the intersections operate at an unacceptable level of service under existing conditions and are anticipated to continue to operate at an unacceptable level of service when the existing plus ambient and project generated traffic volumes are combined with cumulative growth without any mitigation. The specific intersections are (1) Locust Avenue & Casa Grande Drive and (2) Locust Avenue & West Coast Boulevard. The deficiencies to these intersections do not occur on Locust Avenue be rather they occur from vehicles queuing on the side streets waiting to turn onto Locust Avenue. The TS determined that a traffic signal warrant is met at the intersection of Locust Avenue and Casa Grande Drive, but the TS concluded that the traffic signal warrant is not met for the intersection of Locust Avenue and West Coast Boulevard.

The City’sTraffic Impact Analysis Guidelines and Requirements and the project TS conclude that the payment of “fairshare”fees constitutes adequate mitigation to address the intersection deficiencies.

The applicant will be responsible for a fair share payment toward the new traffic signal at the intersection of Locust Avenue and Casa Grande Drive. The fair share fees are calculated based upon the project’s anticipated portion of traffic generated at each of the affected intersections.

Specifically, the applicant is responsible for 12.2% of the cost for a traffic signal at the intersection of Locust Avenue and Casa Grande Drive.

Voluntary Community Benefits
In conjunction with the development of the proposed industrial warehouse building, the applicant proposes to voluntarily provide additional benefits to the City and the community at-large. The proposed benefits include the following:

1. The applicant will voluntarily construct the full width of West Coast Boulevard, including curbs, gutters, sidewalks, street paving, and parkway landscaping from Locust Avenue to the terminus of West Coast Boulevard on the east end of the project site.

2. The applicant will voluntarily repave the western half of Locust Avenue along the entire project frontage.

3. The applicant will voluntarily relocate and replace private property improvements, including items such as fences, mailboxes, landscaping, etc., to the lots along the north side of the City of Rialto Printed on 11/6/2024Page 5 of 10
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items such as fences, mailboxes, landscaping, etc., to the lots along the north side of the proposed segment of West Coast Boulevard

4. The applicant will voluntarily contribute an addition $150,000 towards the installation of a traffic signal at the intersection of Locust Avenue and Casa Grande Drive. The total contribution between the required fair-share and the voluntary contribution will be $241,500.

All voluntary monetary contributions will be paid prior to the issuance of any building permit, and all voluntary construction benefits will be completed prior to the issuance of a Certificate of Occupancy.

Land Use Compatibility
The project is consistent with the Planned Industrial Development (I-PID) land use district of the Rialto Airport Specific Plan, the regulations contained within Chapter 18.112 (Indoor Storage Uses) of the Rialto Municipal Code, and the industrial uses to the south and west of the project site. The nearest sensitive uses are the existing single-family residences located to the north and east of the project site. The development and operation of the proposed industrial warehouse building will not significantly impact these uses since measures, such as the placement of the truck court on the west side of the building, the installation of solid screen walls around the truck court, and the installation of landscape planters around the perimeter of the building and the project site will reduce both noise and visual impacts to acceptable levels. Additionally, the Draft Resolutions of Approval contain conditions of approval requiring that the project not exceed the traffic estimates contained within the TS, thereby ensuring that the project will not significantly impact local streets and intersections. The project will be a benefit to the community and an improvement to the surrounding area.

ENVIRONMENTAL IMPACT:

California Environmental Quality Act
The applicant engaged Kimley-Horn and Associates, Inc. to prepare an Addendum to the Environmental Impact Report for the Rialto Airport Specific Plan (EIR Addendum), in accordance with the provisions of the California Environmental Quality Act (CEQA), the State CEQA Guidelines, and the rules, regulations, and procedures for implementing CEQA as set forth by the City of Rialto.

Section 15164(a) of the State CEQA Guidelines states that “thelead agency or a responsible agency shall prepare an addendum to a previously certified EIR if some changes or additions are necessary but none of the conditions described in Section 15162 calling for preparation of a subsequent EIR have occurred.”
The purpose of the EIR Addendum is to analyze any potential differences between the impacts identified in the Rialto Airport Specific Plan Environmental Impact Report (RASP EIR) and those that would be associated with the proposed Project. Pursuant to provisions of CEQA and State CEQA Guidelines, the City is the Lead Agency charged with the responsibility of deciding whether to approve development on the Project site. As detailed in the EIR Addendum, the proposed Project would result in no new significant impacts that were not analyzed in the RASP EIR, nor would the proposed Project cause a substantial increase in the severity of any previously identified environmental impacts. The potential impacts associated with proposed Project would either be the same or less than those described in the RASP EIR. In addition, there are no substantial changes to the circumstances under which the proposed Project would be undertaken that would result in new or more severe environmental impacts than previously addressed in the RASP EIR, nor has any new information regarding the potential for new or more severe significant environmental impacts been City of Rialto Printed on 11/6/2024Page 6 of 10
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identified. The EIR Addendum is attached to the agenda report as Exhibit I.

GENERAL PLAN CONSISTENCY:

The General Plan land use designation of the site is Specific Plan with a Specific Plan Overlay. This designation requires the underlying Specific Plan to establish distinct land use designations within the Specific Plan itself. Exhibit 8 (Land Use Plan) of the Rialto Airport Specific Plan indicates that the land use designation for the project site is Planned Industrial Development (I-PID). According to Section 3.3.4 of the Rialto Airport Specific Plan, the I-PID designation is intended to facilitate light industrial uses, including warehousing and manufacturing uses. As a result, the project is consistent with the I-PID designation. Furthermore, the project is consistent with the following goals of the Land Use Element and Economic Development Element of the Rialto General Plan:

Goal 2-16: Improve the architectural and design quality of development in Rialto.

Goal 2-22: Promote commercial and/or industrial development that is well designed, people- oriented, environmentally sustainable, sensitive to the needs of the visitor or resident, and functionally efficient for its purpose.

Goal 3-1: Strengthen and diversify the economic base and employment opportunities and maintain a positive business climate.

PLANNING COMMISSION ACTION:

As previously mentioned, on August 7, 2024, the Planning Commission voted 3-1 (1 abstention and 2 vacancies) to adopt Resolutions approving an Addendum to the Environmental Impact Report for the Rialto Airport Specific Plan (Environmental Assessment Review No. 2023-0022), Tentative Parcel Map No. 2023-0001, Conditional Development Permit No. 2023-0011, and Precise Plan of Design No. 2023-0018. Copies of the Planning Commission Resolutions are attached as Exhibit J.

APPEAL:

On August 21, 2024, Ana Gonzalez, Executive Director at the Center for Community Action and Environmental Justice, filed an Appeal Form with the City Clerk’soffice, in accordance with Chapter

18.68 (Appeals) of the Rialto Municipal Code. A copy of the Appeal Form is attached as Exhibit K.

The appellant seeks to have the City Council consider the project and overturn the Planning Commission’s decision.

The appellant’sAppeal Form discussed concerns with several components of the project, including the environmental analysis, community outreach/public noticing, land use compatibility, truck routes, and community benefits. Responses to the concerns documented in the Appeal Form are as follows:

Environmental Analysis
The Appellant asserts that project cannot rely on the RASP EIR for the Addendum because the RASP EIR was approved “nearlythree decades ago”and therefore does not account for the various changes to the community during in that timespan. For purposes of CEQA, the age of the underlying EIR is irrelevant so long as the nature and scope of the proposed project was of the type analyzed in the underlying EIR and the project would not result in new or more severe environmental impacts that were previously analyzed. Case law, including Federation of Hillside & Canyon Assns. V. City of Los Angeles, has confirmed this. Furthermore, the Appellant did not provide any specific supporting evidence for its claim that the RASP EIR is outdated and inadequate to serve as the underlying City of Rialto Printed on 11/6/2024Page 7 of 10
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environmental document for the Project’s Addendum.

Community Outreach/Public Noticing
The Appellant argues that the extent of community outreach and advance public notice of the Planning Commission meeting was inadequate. Furthermore, the Appellant claims that the public notices were received with less than 10 days’ notice.

Contrary to the Appellant’s argument, the applicant conducted their own community outreach by sending their own mailers with details of the project - in both English and Spanish - to all residences within a 1,000-foot radius of the project site over the course of multiple dates, including October 12, 2023, July 1, 2024, and July 2, 2024. Additionally, the applicant hired a public relations consultant, Maria Kennedy of Kennedy Communications, to assist in performing additional door-to-door outreach to the immediate neighbors of the project, which took place on December 16, 2023, January 27, 2024, and from July 30, 2024 to August 6, 2024. Furthermore, the Planning Division mailed out public hearing notices to all property owners within 1,000 feet of the project site on July 3, 2024, fourteen (14) days in advance of the July 17, 2024 Planning Commission meeting. The public hearing notice from the Planning Division included instructions in Spanish and informed the public of the project description and their ability to speak publicly and make their concerns known to City staff and the Planning Commission. Residents were then provided an additional opportunity to speak about the project for a second time at the August 7, 2024 Planning Commission meeting. It should also be noted, one (1) resident that attended the Planning Commission meetings thanked the City for providing what they considered to be the most “extensive and best community outreach of any project that they could recall being processed by the City”.

Additionally, on Thursday September 12th, 2024, City staff met with eight (8) residents and concerned community members to hear concerns and answer questions related to the project. The meeting lasted for two (2) hours and staff provided additional clarity to the interested and concerned community.

Land Use Compatibility
In the submitted appeal, the Appellant stated that the type of project proposed is not appropriate for the location due to the impacts it will have on its neighbors. Additionally, the Appellant claims that the applicable development standards for the project are over three decades old and are outdated.

Contrary to the Appellant’s assertions in the Appeal Form, the project site is within the Planned Industrial Development (I-PID) land use district of the Rialto Airport Specific Plan, and warehouse developments, such as the project, are consistent with the vision and intent of the I-PID land use district. Furthermore, the Appeal Form omits that the project site is mostly developed with an existing industrial outdoor storage yard use where trucks currently have the potential to drive within 15 feet of the existing residences to the east, and that the project would remove the outdoor storage use and redevelop the site with an indoor storage warehouse building that would eliminate all truck activities directly adjacent to the residences to the east.

In January 2021, the City Council adopted Ordinance No. 1653 establishing Chapter 18.112 (Indoor Storage Uses) of the Rialto Municipal Code. In doing so, the City Council adopted a new set of development standards for all new warehouse developments within the City of Rialto, including within the I-PID land use district. The development standards were created primarily to lessen impacts from warehouse developments. Such development standards include, but are not limited to, increased building setbacks compared to other uses, placing truck courts away from sensitive uses, larger City of Rialto Printed on 11/6/2024Page 8 of 10
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building setbacks compared to other uses, placing truck courts away from sensitive uses, larger landscape buffers, greater screening of truck courts, and specified truck movements to and from the site. The development standards applied to the project are from within the last three (3) years and not three (3) decades ago as stated in the Appeal Form, and the project meets and/or exceeds all of the required development standards.

Truck Routes
The Appellant requests that all truck traffic from the project during construction and operations be limited to using Locust Avenue and not enter the residential community to the east via West Coast Boulevard and Maple Avenue. Additionally, the Appellant requests that the driveway connected to West Coast Boulevard be designed using a short curb return radii to make it impossible for trucks to use.

Condition of Approval Nos. 7 & 8 of Conditional Development Permit No. 2023-0011 specify the required routes for inbound and outbound trucks from the project. Consistent with the Appellant’s request, the required routes prohibit the use of West Coast Boulevard and Maple Avenue and require that all trucks use Locust Avenue, which is a designated Truck Route. Additionally, the driveway connected to West Coast Boulevard has been designed with a narrower 26-foot width and a smaller curb return radius to prevent truck access.

Project Community Benefits
Though not discussed in detail, the Appellant noted “NoCBA’s”on the first page of the Appeal Form, asserting that the project does not provide sufficient community benefits and is not subject to a formal Community Benefit Agreement (CBA). As a matter of policy, the City of Rialto does not mandate applicants to enter a formal CBA, but rather will encourage applicants to voluntarily provide additional community benefits without a formal CBA. As detailed in the staff reports and presentations provided at the Planning Commission meetings on July 17, 2024 and August 7, 2024, the applicant has voluntarily committed to provide the following benefits to the community:
· Pave the full width of Locust Avenue along the entire project frontage. · Construct the full width of West Coast Boulevard along the entire project frontage, including street pavement, curbs, gutters, sidewalks, storm drains, street lights, and landscaping on both sides of street as well as installing new residential fencing and mailboxes. · Underground overhead utility lines to enhance power reliability and safety. · Create approximately 150 construction and 100 new permanent jobs available to City residents
· Provide an investment of over $38 million towards area improvements. · Provide more than $1.3 million in development impact fees to support Police, Fire and improvements to City infrastructure (medians, open space, storm drains, etc.) · Provide a total contribution of $241,000 towards construction of the Locust / Casa Grande traffic signal, including a fair share contribution of $91,000 plus a voluntary contribution of City of Rialto Printed on 11/6/2024Page 9 of 10
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$150,000.
· Provide annual funding of more than $175,000 to the South Coast Air Quality Management District towards future clean air projects (SCAQMD Rule 2305) Conclusion
As stated herein, and as documented in the Planning Commission Resolutions and the Project’s Addendum, the project is consistent with each of the findings required by Section 17.16.070, Section

18.66.020, and Section 18.65.020E of the Rialto Municipal Code. The Planning Division concurs with the Planning Commission’sprevious decision to approve the Project and recommends that the City Council uphold the Planning Commission’s decision.

LEGAL REVIEW:

The City Attorney has reviewed and approved the staff report and the attached resolutions.

FINANCIAL IMPACT:

Operating Budget Impact
If the Planning Commission’s decision to approve the project is overturned, no revenue will be generated from the project and no impact will occur to the General Fund. If the Planning Commission’sdecision to approve the project is upheld, the project will generate annual recurring revenues to the General Fund in the form of increased property tax, business license taxes, and utility taxes.

Capital Improvement Budget Impact
No City funds will be used to construct the project. In the event the Planning Commission’sdecision to approve the project is upheld, the applicant will bear the full capital cost of construction of the project and the required infrastructure improvements. Additionally, prior to the issuance of a building permit, the applicant would need to pay plan check, permit, development impact fees, and traffic “fair- share” fees to the City.

Business License
Prior to any construction, the applicant would be responsible to submit a contractors list to the Business License Division, and each contractor listed would need to obtain a business license.

Subsequently, the owner and tenant(s) would need to obtain separate business licenses for the leasing and use of the building.

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RESOLUTION NO. _____

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
RIALTO, CALIFORNIA DENYING APPELLANT’S APPEAL
AND UPHOLDING THE PL ANNING COMMISSION’S
APPROVAL OF TENTATIVE PARCEL MAP NO. 2023-0001,
CONDITIONAL DEVELOPMENT PERMIT NO. 202 3-0011,
PRECISE PLAN OF DESI GN NO. 202 3-0018, AND AN

ASSOCIATED ADDENDUM TO THE ENVIRONMENTAL

IMPACT REPORT FOR THE RIALTO AIRPORT SPECIFIC
PLAN (ENVIRONMENTAL ASSE SSMENT REVIEW NO.
2023-0022).

WHEREAS, the applicant, Rialto Springs, LLC, proposes to develop and operate a 225,173 square foot industrial warehouse building and associated paving, landscaping, lighting, and drainage improvements (“Project”) on 12.01 gross acres (11.19 net acres) of land (APN’s: 0239-301-39, -40, -51, -55, -56, & -64) located at the southeast corner of Locust Avenue and West Coast Boulevard within the Planned Industrial Development (I-PID) land use district of the Rialto Airport Specific Plan (“Site”); and
WHEREAS, the Project within the I -PID land use district of the Rialto Airport Specific Plan requires the approval of a tentative parcel map, and the Applicant agreed to apply for a Tentative Parcel Map No. 2023-0001, also referred to as Tentative Parcel Map No. 20853, (“TPM No. 20853”), in accordance with Government Code Sections 66473.5 and 66474; and WHEREAS, the Project within the I-PID land use district of the Rialto Airport Specific Plan requires the approval of a Conditional Development, and the applicant agreed to apply for Conditional Development Permit No. 2022-0002 (“CDP No. 2022 -0002”), in accordance with Chapter 18.66 (Conditional Development Permits) of the Rialto Municipal Code and Chapter 18.112 (Ind oor Storage Facilities) of the Rialto Municipal Code; and
WHEREAS, the Project within the I-PID land use district of the Rialto Airport Specific Plan requires the approval of a Precise Plan of Design, and the applicant agreed to apply for Precise Plan of Design No. 2022-0001 (“PPD No. 2022-0001”), in accordance with Chapter 18.65 (Precise Plan of Design) of the Rialto Municipal Code; and

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WHEREAS, pursu ant to the provisions of the California Environmental Quality Act, Public Resources Code Sections 21000 et. seq. (" CEQA"), the State's CEQA Guidelines, California Code of Regulations, Title 14, Section 15000 et. seq., and Government Code Section 65962.5(f) (Hazardous Waste and Substances Statement), the City reviewed an Addendum to the Environmental Impact Report for the Rialto Airport Specific Plan (Environmental Assessment Review No. 2023-0022) prepared by Kimley-Horn and Associates, Inc. and determined that the proposed Project would result in no new significant impacts that were not analyzed in the Rialto Airport Specific Plan Environmental Impact Report (“RASP EIR”), nor would the proposed Project cause a substantial increase in the severity of any pre viously identified environmental impacts. The potential impacts associated with proposed Project would either be the same or less than those described in the RASP EIR. In addition, there are no substantial changes to the circumstances under which the proposed Project would be undertaken that would result in new or more severe environmental impacts than previously addressed in the RASP EIR, nor has any new information regarding the potential for new or more severe significant environmental impacts been identified; and
WHEREAS, the City mailed public hearing notices for the proposed Project to all property owners within 1,000 feet of the project site, and published the public hearing notice in the San Bernardino Sun newspaper as required by State law; and
WHEREAS, on July 17, 2024, the Planning Commission of the City of Rialto conducted a duly noticed public hearing, as required by law, on TPM No. 20853, CDP No. 2023-0011, PPD No. 2023-0018, and the associated Addendum to the Environmental Impact Report for the Rialto Airport Specific Plan, took testimony, at which time it received input from staff, the city attorney, and the applicant; heard public testimony; discussed the proposed TPM No. 20853, CDP No. 2023- 0011, PPD No. 2023-0018, and the associated Addendum to the Environmental Impact Report for the Rialto Airport Specific Plan ; and continued the public hearing to the following meeting on August 7, 2024; and
WHEREAS, on August 7, 2024, the Planning Commission of the City of Rialto conducted a duly noticed public hearing, as required by law, on TPM No. 20853, CDP No. 2023-0011, PPD

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No. 2023-0018, and the associated Addendum to the Environmental Impact Report for the Rialto Airport Specific Plan took testimony, at which time it received input from staff, the city attorney, and the applicant; heard public testimony; discussed the proposed TPM No. 20853, CDP No. 2023- 0011, PPD No. 2023-0018, and the associated Addendum to the Environmental Impact Report for the Rialto Airport Specific Plan; and closed the public hearing; and WHEREAS, on August 7, 2024, the Planning Commission voted 3-1 (1 abstention & 2 vacancies) to approve TPM No. 20853, CDP No. 2023 -0011, PPD No. 2023 -0018, and the associated Addendum to the Environmental Impact Report for the Rialto Airport Specific Plan (Environmental Assessment Review No. 2023-0022); and
WHEREAS, on August 21, 202 4, pursuant to Chapter 18.6 8 (Appeals) of the Rialto Municipal Code, Ana Gonzalez, Executive Director at the Center of Community Action and Environmental Justice, (“Appellant”) filed with the office of the City Clerk an appeal to the City Council requesting a review and reversal of the decision previously made by the Planning Commission approving TPM No. 20853, CDP No. 2023 -0011, PPD No. 2023 -0018, and the associated Addendum to the Environmental Impact Report for the Rialto Airport Specific Plan (Environmental Assessment Review No. 2023-0022) (“Appeal”); and WHEREAS, on September 10, 2024, the City Council scheduled a public hearing for the Appeal for September 24, 2024; and
WHEREAS, on September 24, 2024, in accordance with Chapter 18.68 (Appeals) of the Rialto Municipal Code, the City Council conducted a public hearing of the Appeal, took testimony, discussed the Appeal; and closed the public hearing; and WHEREAS, all legal prerequisites to the adoption of this Resolution have occurred.

NOW, THEREFORE, the City Council hereby finds, determines, and resolves as follows:

SECTION 1. The City Council hereby specifically finds that all of the facts set forth in the recitals above of this Resolution are true and correct and incorporated herein.

SECTION 2. The City Council has independently reviewed and considered the Addendum to the Environmental Impact Report for the Rialto Airport Specific Plan (Environmental Assessment Review No. 2023 -0022) attached hereto as Exhibit “A” and

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incorporated herein by this reference, and finds that the Addendum to the Environmental Impact Report for the Rialto Airport Specific Plan (Environmental Assessment Review N o. 2023-0022) was prepared in the manner required by law, and there is no substantial evidence that the Project would result in new significant impacts that were not analyzed in the Rialto Airport Specific Plan Environmental Impact Report (“RASP EIR”), nor would the proposed Project cause a substantial increase in the severity of any previously identified environmental impacts. The potential impacts associated with proposed Project would either be the same or less than those described in the RASP EIR. In addition, there are no substantial changes to the circumstances under which the proposed Project would be undertaken that would result in new or more severe environmental impacts than previously addressed in the RASP EIR, nor has any new information regardi ng the potential for new or more severe significant environmental impacts been identified.

SECTION 3. Based on substantial evidence presented to the City Council during the public hearing conducted for the Appeal, including written staff reports, verbal testimony, site plans, other documents, and the conditions of approval stated herein, the City Council h ereby determines that TPM No. 20853 satisfies the requirements of Government Code Sections 66473.5 and 66474 and Section 17.16.070 of the Rialto Municipal Code pertaining to the findings which must be made precedent to granting a conditional development permit, which findings are as follows:

1. That the proposed tentative parcel map is consistent with the General Plan of the City of Rialto and the Planned Industrial Development (I -PID) land use district of the Rialto Airport Specific Plan, as applicable; and

This finding is supported by the following facts:

The Site has a General Plan designation of Light Industrial with a Specific Plan Overlay and a zoning designation of Rialto Airport Specific Plan. The Site’s land use designation within the Rialto Airport Specific Plan is Planned Industrial Development (I-PID). The Project will consolidate the Site into one (1) 11.19 net-acre parcel of land to facilitate the development of a 225,173 square foot industrial warehouse building. Per Table 9 (Development Standards Non-Residential Designations), of the R ialto Airport Specific Plan, the required minimum parcel size within the Planned Industrial Development (I-PID) land use district is 0.50 acres.

The proposed parcel greatly exceeds the required minimum size.

2. That the design and improvements of the proposed tentative parcel map are consistent with the Subdivision Ordinance, the General Plan of the City of Rialto, and the

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Planned Industrial Development (I-PID) land use district of the Rialto Airport Specific Plan; and

This finding is supported by the following facts:

The Project will comply with all technical standards required by Subdivision Map Act, the General Plan of the City of Rialto, and the I-PID land use designation of the Rialto Airport Specific Plan. The proposed parcel exceeds the minimum lot dimensions as required by the I-PID land use designation of the Rialto Airport Specific Plan. The new parcel will facilitate the development of an industrial warehouse building that is consistent with the I-PID land use designation of the Rialto Airport Specific Plan.

3. That the site is physically suitable for the type of proposed development; and

This finding is supported by the following facts:

The Site is a relatively flat piece of land and development of the land should be easily accommodated. The applicant will be required to submit a grading plan and geotechnical/soils report to the Engineering Department for review and approval prior to issuance of any building permits.

4. That the site is physically suitable for the proposed density of the development; and

This finding is supported by the following facts:

The Project will consolidate the Site into one (1) 11.19 net-acre parcel of land to facilitate the development of a 225,173 square foo t industrial warehouse building. Per Chapter 2 (Managing Our Land Supply) of the Rialto General Plan, the maximum allowable Floor Area Ratio (FAR) for parcels within the Light Industrial land use designation is 100.0 percent. The FAR proposed for the project is 46.2 percent, which is well within the allowable limit.

5. That the design of the land division is not likely to cause substantial environmental damage or substantially injure fish, wildlife, or their habitat; and

This finding is supported by the following facts:

The Site was previously developed into a contractor’s storage yard and at least two (2) single-family residences resulting in a heavily disturbed surface from those prior uses. The Addendum to the Environmental Impact Report for the Rialto Airport Specific Plan (Environmental Assessment Review No. 202 3-0022) prepared for the project identified that the Site did not have suitable habitat for any threatened or endangered species.

Additionally, according to Exhibit 4.4.2 (Threa tened and Endangered Species Habitat) of the Rialto General Plan Environmental Impact Report the Site does not have suitable habitat for any threatened or endangered species.

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6. That the design of the land division is not likely to cause serious public health problems; and

This finding is supported by the following facts:

The Project is consistent with the Light Industrial with a Specific Plan Overlay General Plan land use de signation and the Planned Industrial Development (I -PID) land use designation of the Rialto Airport Specific Plan . In conjunction with the Project, the Planning Commission will consider Precise Plan of Design No. 202 3-0018 development- related conditions, in accordance with Chapter 18.65 (Precise Plan of Design) of the Rialto Municipal Code, to ensure that the design of the Project meets the City’s Design Guidelines and all applicable criteria required by Chapter 18.112 (Indoor Storage Uses) of the Rialto Municipal Code and the Rialto Airport Specific Plan.

The Site is bound on the north by an undeveloped segment of West Coast Boulevard and on the west by an existing segment of Locust Avenue . To the north of the project site, across West Coast Boulevard, are several single-family residences, and to the east is a tract of single-family residences. To the south is an existing contractor’s storage yard, occupied by Condon Johnson, and to the west, across Locust Avenue, is a partially developed storage yard, occupied by Pyro Spectaculars . The proposed development pertaining to the land consolidation is consistent with the Planned Industrial Development (I -PID) land use designation of the Rialto Airport Specific Plan . The nearest sensitive uses are the single - family residences to the north and east of the Site. The project is not expected to negatively impact any uses with the successful implementation of measures such as landscape buffering, increased building setbacks, placement of the truck court on the west side of the building, the installation of solid screen walls around the truck court, aesthetic building enhancements, and other traffic related measures . Furthermore, construction impacts on the site will be limited through the strict enforcement of th e allowable construction hours listed in Section 9.50.070 of the Rialto Municipal Code, as well as enforcement of regular watering of the site to limit airborne dust and other particulate matter. As a result, the Project is not likely to cause any public health problems.

7. That the design of the land division or proposed improvements will not conflict with easements, acquired by the public at large, for access through or use of, property within the proposed land division.

This finding is supported by the following facts:

Upon completion of the Final Map, the required street dedication and proposed easements will be recorded and approved by the Engineering Services Department. Additionally, all required site adjacent improvements will be reviewed and appro ved by the Engineering Services Department and will be constructed prior to the issuance of the Certificate of Occupancy.

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SECTION 4. Based on substantial evidence presented to the City Council during the public hearing conducted for the Appeal, including written staff reports, verbal testimony, site plans, other documents, and the conditions of approval stated herein, the City Council hereby determines that CDP No. 2023-0011 satisfies the requirements of Section 18.66.020 of the Rialto Municipal Code pertaining to the findings which must be made precedent to granting a conditional development permit, which findings are as follows:

1. The proposed use is deemed essential or desirable to provide a service or facility which will contribute to the convenience or general well-being of the neighborhood or community; and

This finding is supported by the following facts:

The Site is asymmetrical in shape and expansive in size. The south two -thirds of the Site was previously developed into contractor’s storage yard, and the remainder of the Site consists of vacant land that previously contained at least two (2) single -family residences that have since been demolished. The Project will develop the highest and best use for the Site, in accordance with the Planned Industrial Development (I -PID) land use district of the Rialto Airport Specific Plan. Additionally, the Project will provide employ ment opportunities within the City and reduce blight by implementing a use on vacant site.

2. The proposed use will not be detrimental or injurious to health, safety, or general welfare of persons residing or working in the vicinity; and

This finding is supported by the following facts:

The development of an industrial warehouse building on the Site is consistent with the underlying Planned Industrial Development (I-PID) land use district of the Rialto Airport Specific Plan, which conditionally permits the development and operation of ind ustrial warehouse buildings. To the north of the project site, across West Coast Boulevard, are several single-family residences, and to the east is a tract of single -family residences. To the south is an existing contractor’s storage yard, occupied by Condon Johnson, and to the west, across Locust Avenue, is a partially developed storage yard, occupied by Pyro Spectaculars. The Project is consistent with the Planned Industrial Development (I -PID) land use district of the Rialto Airport Specific Plan and the existing industrial land uses to the south and west of the Site. The nearest sensitive uses are the single -family residences to the north and east of the Site. The project is not expected to negatively impact any uses with the successful implementation of measures such as landscape buffering, placement of the truck court on the west side of the building, the installation of solid screen walls around the truck court, aesthetic building enhancements, and other traffic related measures.

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3. The site for the proposed use is adequate in size, shape, topography, accessibility and other physical characteristics to accommodate the proposed use in a manner compatible with existing land uses; and

This finding is supported by the following facts:

The Site is approximately 11.19 acres in size and adjacent to two (2) public streets, which will be able to accommodate the proposed use. The Project will have three (3) points of access – two (2) via Locust Avenue and one (1) via West Coast Boulevard. In addition, the building will have 153 passenger vehicle parking spaces, which e xceeds the amount required by Chapter 18.58 (Off-Street Parking) of the Rialto Municipal Code.

4. The site has adequate access to those utilities and other services required for the proposed use; and

This finding is supported by the following facts:

The Site will have adequate access to all utilities and services required through main water, electric, sewer, and other utility lines that will be hooked up to the Site.

5. The proposed use will be arranged, designed, constructed, and maintained so as it will not be injurious to property or improvements in the vicinity or otherwise be inharmonious with the General Plan and its objectives, the M-1 zone, or any zoning ordinances, and

This finding is supported by the following facts:

As previously stated, the proposed use is consistent with the Planned Industrial Development (I-PID) land use district of the Rialto Airport Specific Plan. The building will be oriented such that none of the dock doors will front or face th e existing single-family residences to north and east of the Site, the building will have 153 passenger vehicle parking spaces, and the building will have a floor area ratio (FAR) of 46.2 percent, all of which comply with the General Plan, the Planned Industrial Development (I-PID) land use district of the Rialto Airport Specific Plan, Chapter 18.112 (Indoor Storage Facilities) of the Rialto Municipal Code, and the City’s Design Guidelines. Landscaping will be abundantly incorporated into the Site, as the landscape coverage for the project is 16.3 percent.

6. Any potential adverse effects upon the surrounding properties will be minimized to every extent practical and any remaining adverse effects shall be outweighed by the benefits conferred upon the community or neighborhood as a whole.

This finding is supported by the following facts:

The Project’s effects will be minimized through the implementation of the Conditions of Approval contained herein, and through the imple mentation of Conditions of Approval

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imposed by the Planning Commission on the Precise Plan of Design, such as extensive landscaping, solid screen walls, decorative paving, and enhanced architectural features.

The development of a high -quality industrial d evelopment will provide additional employment opportunities for residents and visitors to the City. The Project is consistent with the Planned Industrial Development (I-PID) land use district of the Rialto Airport Specific Plan and the existing industrial uses to the south and west of the Site. The nearest sensitive uses are the single-family residences to the north and east of the Site. The project is not expected to negatively impact any uses with the successful implementation of measures su ch as landscape buffering, the installation of solid screen walls, aesthetic building enhancements, and other traffic related measures. Therefore, any potential adverse effects are outweighed by the benefits conferred upon the community and neighborhood as a whole.

SECTION 5. Based on substantial evidence presented to the City Council during the public hearing conducted for the Appeal, including written staff reports, verbal testimony, site plans, other documents, and the conditions of approval stated herein, the City Council hereby determines that PPD No. 202 3-0018 satisfies the requirements of Section 18.6 5.020E of the Rialto Municip al Code pertaining to the findings which must be made precedent to granting a Precise Plan of Design. The findings are as follows:

1. The proposed development is in compliance with all city ordinances and regulations, unless in accordance with an approved variance; and

This finding is supported by the following facts:

The Site has a General Plan designation of Light Industrial with a Specific Plan Overlay and a zoning designation of Rialto Airport Specific Plan. The Site’s land use designation within the Rialto Airport Specific Plan is Planned Industrial Development (I-PID). Those designations allow for the development and use of industrial warehouse buildings, as proposed by t he Project. The Project, as conditioned herein, will comply with all City ordinances and regulations, including those required by the Planned Industrial Development (I-PID) land use district of the Rialto Airport Specific Plan and the City’s Design Guidelines. Additionally, the Project meets all the required development standards of the Employment (EMP) land use district of the Rialto Airport Specific Plan and Chapter

18.112 (Indoor Storage Facilities) of the Rialto Municipal Code including, but not limited to, required building setbacks, parking, landscaping, building height, floor area ratio, etc.

2. The site is physically suitable for the proposed development, and the proposed development will be arranged, designed, constructed, and maintained so that it will not be unreasonably detrimental or injurious to property, improvements, or the health, safety or general welfare of the general public in the vicinity, or otherwise be inharmonious with the city’s general plan and its objectives, zoning ordinances or any applicable specific plan and its objectives; and

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This finding is supported by the following facts:

The Site is approximately 11.19 acres in size, bound by two (2) public street s (Locust Avenue and West Coast Boulevard), and is within the Planned Industrial Development (I- PID) land use district of the Rialto Airport Specific Plan. To the north of the project site, across West Coast Boulevard, are several single-family residences, and to the east is a tract of single-family residences. To the south is an existing contractor’s storage yard, occupied by Condon Johnson, and to the west, across Locust Avenue, is a partially developed storage yard, occupied by Pyro Spectaculars . The nearest sensitive uses are the single -family residences to the north and east of the Site. The project is not expected to negatively impact any uses with the successful implementation of measures such as landscape buffering, placement of the truck court on the west side of the building, the installation of solid screen walls around the truck court, aesthetic building enhancements, and other traffic related measures.

3. The proposed development will not unreasonably interfere with the use or enjoyment of neighboring property rights or endanger the peace, health, safety or welfare of the general public; and

This finding is supported by the following facts:

The Project’s effects will be minimized through the implementation of the Conditions of Approval contained herein, such as extensive landscaping, concrete screen walls, and enhanced architectural features. To the north of the project site, across West Coast Boulevard, are several single-family residences, and to the east is a tract of single-family residences. To the south is an existing contractor’s storage yard, occupied by Condon Johnson, and to the west, across Locust Avenue, is a partially developed storage yard, occupied by Pyro Spectaculars. The Project is consistent with the Planned Industrial Development (I-PID) land use district of the Rialto Airport Specific Plan and the existing industrial land uses to the south and west of the Site. The nearest sensitive uses are the single-family residences to the north and east of the Site. The Project is not expected to negatively impact any surrounding uses with the successful implementation of measures such as landscape buffering, placement of the truck court on the west side of the building, the installation of solid screen walls around the truck court, aesthetic building enhancements, and other traffic related measures.

4. The proposed development will not substantially interfere with the orderly or planned development of the City of Rialto.

This finding is supported by the following facts:

The Project is consistent with the Planned Industrial Development (I-PID) land use district of the Rialto Airport Specific Plan and is a logical addition to the existing industrial developments to the south and west of the Site. The design of the Project will ensure a continuation of the public improvements and aesthetics present in the surrounding area. The

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City staff have reviewed the design of the Project to ensure compliance with all health, safety, and design requirements to ensure the Project will enhance the infrastructure and aesthetics of the local community.

SECTION 6. The City Council hereby denies the Appeal and upholds the previous decision of the Planning Commission approving TPM No. 2023-0001, CDP No. 2023-0011, PPD No. 2023- 0018, and the associated Addendum to the Environmental Impact Report for the Rialto Airport Specific Plan (Environmental Assessment Review No. 2023-0022) on the grounds that the Project complies with the required findings necessary for approval contained in Se ctions 17.16.070,

18.66.020, and 18.65.020E of the RMC and the provisions of the California Environmental Quality Act.

SECTION 7. The Mayor shall sign the passage and adoption of this resolution and thereupon the same shall take effect and be in force.

PASSED, APPROVED AND ADOPTED this 24th day of September, 2024.

_________________________________

DEBORAH ROBERTSON, MAYOR

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ATTEST:

__________________________________

BARBARA MCGEE, CITY CLERK

APPROVED AS TO FORM:

__________________________________
ERIC S. VAIL, CITY ATTORNEY

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STATE OF CALIFORNIA )
COUNTY OF SAN BERNARDINO ) ss

CITY OF RIALTO )

I, BARBARA MCGEE, City Clerk of the City of Rialto, do hereby certify that the foregoing Resolution No. _________ was duly passed and adopted at a regular meeting of the City Council of the City of Rialto held on the ______ day of ___________________, 2024.

Upon motion of Councilmember _______________, secon ded by Councilmember ___________________, the foregoing Resolution No. _________ was duly passed and adopted.

Vote on the motion:

AYES:

NOES:

ABSENT:

IN WITNESS WHEREOF, I have hereunto set my hand and the Official Seal of the City of Rialto this ______ day of __________________, 2024.

________________________________

BARBARA MCGEE, CITY CLERK

Project Location Map
N

SCALE 1" =

N LOCUST AVE

WEST COAST BLVD
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LEGEND

ENCUMBRANCESSITE

OFFICIAL USE ONLY
ASSESSORS PARCEL NUMBERS:REFERENCE MAPSAPPLICANTOWNERMAP PREPARERUTILITIES:

LEGAL DESCRIPTIONS:
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SECTION A-A PROPOSED LOCUST AVE STREET SECTIONSECTION B-B PROPOSED WEST COAST BLVD STREET SECTION A
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LOT "C" ACREAGE = 0.74 ACRES

SHEET INDEX

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ENCUMBRANCE & PARCEL CONSLIDATION MAP
EXIST. S.B. COUNTY APN MAP 0239-30 (PARTIAL)
Overall Site Plan
1-DAB-A1.1

SITE PLAN GENERAL NOTES
Owner:

Project:

Consultants:

Project Number:Revision:Date:Drawn by:

Title:

Sheet:
fax: 949 863 0851tel: 949 863 1770email: [email protected], ca18831 bardeen avenue, - ste. #100hpa, inc. 21376JW08/23/23
THESE DRAWINGS ARE NOT INTENDED FOR BIDDING, SHOP DRAWINGS, OR CONSTRUCTION PURPOSES. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL BIDS MADE FROM THESE DRAWINGS CAUTION: IF THIS SHEET IS NOT 30"X42" IT IS A REDUCED PRINT SEC West Coast Blvd & N Locust Ave
Civil:Structural:Mechanical:Plumbing:Electrical:Landscape:Soils Engineer:Fire Protection:
-ALTA--- HUNTER LANDSCAPE--
tel:13116 Imperial HighwaySanta Fe Springs CA 90670562-921-3581

RIALTO SPRINGSLLC

THE WEST COAST& LOCUST AVENUEWAREHOUSE
SITE

VICINITY MAP

TABULATION
PROJECT INFORMATIONApplicant's Representative
Assessors Parcel Number
Project Address
Owner/Applicant
ZoningCode AnalysisConstruction Type

SITE LEGEND

Overall Floor Plan
1-DAB-A2.1
Owner:Project:Consultants:

Project Number:Revision:Date:Drawn by:Title:

Sheet:
fax: 949 863 0851tel: 949 863 1770email: [email protected], ca18831 bardeen avenue, - ste. #100hpa, inc. 21376JW08/23/23
CAUTION: IF THIS SHEET IS NOT 30"X42" IT IS A REDUCED PRINT SEC West Coast Blvd & N Locust AveCivil:Structural:Mechanical:Plumbing:Electrical:Landscape:Soils Engineer:Fire Protection:-ALTA--- HUNTER LANDSCAPE-- tel:13116 Imperial HighwaySanta Fe Springs CA 90670562-921-3581RIALTO SPRINGSLLCTHE WEST COAST& LOCUST AVENUEWAREHOUSE

FLOOR PLAN KEYNOTES

FLOOR PLAN GENERAL NOTES
FLOOR SLAB & POUR STRIPS REQ.

VIEW ON WEST COAST FACING WEST

VIEW FROM EAST SIDE OF BUILDING FACING WEST

VIEW FROM PRIMARY ENTRY ON LOCUST FACING SITE

VIEW ON WEST COAST FACING EAST

Elevations
1-DAB-A3.1
Owner:Project:Consultants:

Project Number:Revision:Date:Drawn by:Title:

Sheet:
fax: 949 863 0851tel: 949 863 1770email: [email protected], ca18831 bardeen avenue, - ste. #100hpa, inc. 21376JW08/23/23
CAUTION: IF THIS SHEET IS NOT 30"X42" IT IS A REDUCED PRINT SEC West Coast Blvd & N Locust AveCivil:Structural:Mechanical:Plumbing:Electrical:Landscape:Soils Engineer:Fire Protection:-ALTA---HUNTER LANDSCAPE-- tel:13116 Imperial HighwaySanta Fe Springs CA 90670562-921-3581RIALTO SPRINGSLLCTHE WEST COAST& LOCUST AVENUEWAREHOUSE

ELEVATION KEYNOTES

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ELEVATION COLOR LEGEND/SCHED.

GLAZING LEGEND
Elevations
1-DAB-A3.2
Owner:Project:Consultants:

Project Number:Revision:Date:Drawn by:Title:

Sheet:
fax: 949 863 0851tel: 949 863 1770email: [email protected], ca18831 bardeen avenue, - ste. #100hpa, inc. 21376JW08/23/23
CAUTION: IF THIS SHEET IS NOT 30"X42" IT IS A REDUCED PRINT SEC West Coast Blvd & N Locust AveCivil:Structural:Mechanical:Plumbing:Electrical:Landscape:Soils Engineer:Fire Protection:-ALTA---HUNTER LANDSCAPE-- tel:13116 Imperial HighwaySanta Fe Springs CA 90670562-921-3581RIALTO SPRINGSLLCTHE WEST COAST& LOCUST AVENUEWAREHOUSE

ELEVATION KEYNOTES

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ELEVATION COLOR LEGEND/SCHED.

CONCEPTUAL IMAGES
NOTES:

BOULDERS AND ROCKS

LOCATED ON SITE WILL BE

STOCKPILED AND REUSED

LIMITED USE AREA SHALL BE AS

NEAR LEVEL AS POSSIBLE YET

MAINTAIN PROPER DRAINGAGE

PLANTS AND SHRUBS SHALL BE

OF THE TYPE THAT WILL GROW
NO HIGHER THAN 30 INCHES

ABOVE THE GROUND WITHIN
THE LIMTED USE AREA.

NO TREES SHALL BE ALLOWED

WITHIN THE PARKWAY SIGHT
TRIANGLE.

LEGEND

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BOTANICAL NAME

QUERCUS VIRGINIANA

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PARKINSONIA FLORIDA

RHUS LANCEA

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COMMON NAME

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CALIFORNIA SYCAMORE

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QUERCUS VIRGINIANA

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COMMON NAME

SOUTHERN LIVE OAK

CALIFORNIA SYCAMORE

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LEGEND PLANTING SCHEDULE

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PLATANUS RACEMOSA

PARKINSONIA FLORIDA

RHUS LANCEA

PROSOPIS

CHILOPSIS LINEARIS

COMMON NAME

CALIFORNIA SYCAMORE

PALO VERDE

AFRICAN SUMAC

MESQUITE

DESERT WILLOW
SIZE
24” BOX
24” BOX
24” BOX
24” BOX
24” BOX
TREE
SHRUBS

SEE PLANTING PALETTE
NORTH
WEST COAST + LOCUST WAREHOUSE
RIALTO | CA
THE ORDEN COMPANY | 23-037
DATE 11 | 7 | 23
URBAN
ARENAPLANTING PALETTE | L5
Agave attenuata ‘Nova’
Blue Foxtail Agave
Quercus virginiana
Southern Live Oak
Platanus racemosa
California Sycamore
Parkinsonia ﬂ orida
Palo Verde
Rhus lancea
African Sumac
Prosopis
Mesquite
Chilopsis linearis
Desert Willow
Rhus integrifolia
Lemonade Berry
Achillea millefolium
Common Yarrow
Bouteloua gracilis
Blue Grama
Leonotis leonurus
Lion’s Tail
Encelia farinosa
Brittlebush
Muhlenbergia rigens
Deer grass
Frangula californica
Coffeeberry
Powis Castle Artemisia
Artemisia Powis Castle
Salvia leucophylla
Purple Sage
Slavia greggii
Autumn Sage
Juncus patens
California Grey Rush
Bulbine Frutescens
Stalked Bulbine
Salvia apiana
White Sage
Hesperoyucca whipplei
Chaparral Yucca

Appendix K
Traffic Study

Traffic Study
for:

West Coast and Locust
Warehouse Pr
oject
In the City of Rialto
May 2024

TRAFFIC STUDY
FOR THE PROPOSED
WEST COAST AND LOCUST WAREHOUSE PROJECT
IN THE CITY OF RIALTO
Prepared by:

Kimley-Horn and Associates, Inc.
1100 Town and Country Rd, Suite 700
Orange, California 92868
May 2024

TABLE OF CONTENTS
Page
I. INTRODUCTION ........................................................................................................................... 1 A. Purpose of the TIA and Study Objectives................................................................................ 1 B. Site Plan Location and Study Area .......................................................................................... 1 C. Development Project Identification ........................................................................................ 3 D. Development Project Description ........................................................................................... 3 E. Analysis Methodology ............................................................................................................. 5

1. Intersection Analysis – HCM Methodology ........................................................ 5

2. Level of Service Standards and Measure of Significance ................................... 5 II. AREA CONDITIONS ...................................................................................................................... 7 A. Identify Study Area and Intersections .................................................................................... 7 B. Description of Existing Roads, Traffic Control, and Intersection Geometrics ........................ 7

1. Existing Traffic Volumes ......................................................................................................... 8

2. Existing Delay and Level of Service ...................................................................................... 11 C. General Plan Circulation Element ......................................................................................... 11 D. Transit Service ...................................................................................................................... 11 III. PROJECTED FUTURE TRAFFIC .................................................................................................. 15 A. Opening Year 2025 (Existing Plus Growth) .......................................................................... 15

1. Ambient Growth Rate ....................................................................................... 15

2. Peak Hour Operating Conditions ..................................................................... 15 B. Project Traffic........................................................................................................................ 18

1. Project Trip Generation.................................................................................... 18

2. Trip Distribution and Assignment ................................................................... 18

3. Opening Year 2025 Plus Project ...................................................................... 21 C. Opening Year 2025 Cumulative Conditions.......................................................................... 24

1. Cumulative Projects ......................................................................................... 24

2. Cumulative Projects Trip Generation .............................................................. 24

3. Cumulative Projects Trip Distribution and Assignment .................................. 24

4. Opening Year 2025 Cumulative Conditions ............................................................................. 24

5. Opening Year 2025 Cumulative Plus Project Conditions................................. 30 IV. RECOMMENDED IMPROVEMENTS ............................................................................................ 33 A. Intersection Improvements .................................................................................................. 33 B. Roadway Improvements ....................................................................................................... 34 V. VEHICLE MILES TRAVELED ANALYSIS .............................................................................. 37 A. Introduction .......................................................................................................................... 37 B. VMT Assessment ................................................................................................................... 37 FINDINGS AND RECOMMENDATIONS ...................................................................................................... 38 A. Improvements ....................................................................................................................... 38 B. Traffic Signal Warrant Analysis ............................................................................................ 38 C. Site Circulation ...................................................................................................................... 38 D. Safety and Operational Improvements ................................................................................. 39 E. Fair Share Calculations ......................................................................................................... 39 F. Specific Plan Signalization .................................................................................................... 39 G. General Plan Conformance ................................................................................................... 39 H. Regional Funding Mechanisms ............................................................................................. 39 LIST OF FIGURES
Page
Figure 1 – Vicinity Map ................................................................................................................................ 2 Figure 2 – Project Site Plan .......................................................................................................................... 4 Figure 3 – Existing Lane Configuration and Traffic Control ........................................................................ 9 Figure 4 - Existing Peak Hour Traffic Volumes ......................................................................................... 10 Figure 5 – City of Rialto General Plan Circulation Element ....................................................................... 13 Figure 6 – City of Rialto Truck Routes ....................................................................................................... 14 Figure 7 – Opening Year 2025 Traffic Volumes ......................................................................................... 16 Figure 8 – Project-Related Trip Distribution and Traffic Volumes ........................................................... 20 Figure 9 - Opening Year 2025 Plus Project Traffic Volumes ..................................................................... 22 Figure 10 - Location of Cumulative Projects ............................................................................................. 26 Figure 11 - Cumulative Projects Traffic Volumes ...................................................................................... 27 Figure 12 - Opening Year 2025 Cumulative Traffic Volumes .................................................................... 28 Figure 13 - Opening Year 2025 Cumulative Plus Project Traffic Volumes ............................................... 31 LIST OF TABLES
Page
Table 1 – Summary of Intersection Operation – Existing Conditions ....................................................... 12 Table 2 – Summary of Intersection Operation – Opening Year 2025 ....................................................... 17 Table 3 – Summary of Project Trip Generation ......................................................................................... 19 Table 4 - Summary of Intersection Operation - Opening Year 2025 Plus Project .................................... 23 Table 5 – Summary of Cumulative Projects ............................................................................................... 25 Table 6 – Summary of Intersection Operation – Opening Year 2025 Cumulative .................................... 29 Table 7 – Summary of Intersection Operation – Opening Year 2025 Cumulative Plus Project ................ 32 Table 8 - Summary of Intersection Operation with Recommended Improvements ................................ 35 Table 9 - Summary of Project Traffic Fair Share for Recommended Improvements ............................... 36

APPENDICES
APPENDIX A: APPROVED SCOPING AGREEMENT
APPENDIX B: TRAFFIC COUNT DATA SHEETS
APPENDIX C: PCE WORKSHEETS
APPENDIX D: INTERSECTION ANALYSIS WORKSHEETS
APPENDIX E: CUMULATIVE PROJECTS INFORMATION
APPENDIX F: TRAFFIC SIGNAL WARRANT ANALYSIS WORKSHEETS
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TRAFFIC STUDY
FOR THE PROPOSED
WEST COAST AND LOCUST WAREHOUSE PROJECT
IN THE CITY OF RIALTO
I. INTRODUCTION
A. Purpose of the TIA and Study Objectives
This traffic study has been prepared to address the traffic-related effect of the proposed West Coast and Locust Warehouse project in the City of Rialto.

This traf fic stu dy has been conducte d in accordanc e with the tr affic study requirements of the City of Rialto, based on the City’s Traffic Impact Analysis Guidelines for Vehicle Miles Traveled (VMT) and Level of Service Assessment (LOS) (October 2021) and in accordance with San Bernardino Association of Governments (SANBAG) Congestion Management Program (CMP) requirements.

This study addresses existing and short-term future traffic conditions, taking into account the project trips to be generated by the project and potential project-related effect on the surrounding circulation system.

This report includes a description of existing traffic conditions in the surrounding area, estimated project trip generation and distribution, future traffic growth, and an assessment of project-related effect on the roadway system. Where necessary, circulation system improvements have been identified to achieve acceptable intersection operation in the vicinity of the project.

The project will be evaluated for the following conditions:
· Existing Conditions
· Opening Year 2025
· Opening Year 2025 Plus Project
· Opening Year 2025 Cumulative
· Opening Year 2025 Cumulative Plus Project
B. Site Plan Location and Study Area
The project is located in the northwestern area of the City of Rialto, and is shown in its regional setting on a vicinity map on Figure 1. The project site (approximately 11.21 acres) is bounded by West Coast Boulevard to the north, industrial uses to the south, residential uses to the east, and Locust Avenue to the west. The project site is located within the Rialto Airport Specific Plan (RASP, Specific Plan) area.

Casa Grande Drive
Lowell Street
Summit Avenue
Bonhert Avenue
Casmalia Street
Alder Avenue
Locust Avenue
Linden Avenue
Ayala Drive
Mango AvenueSierra Avenue
Riverside Avenue
RenaissanceParkway
HighlandAvenue
Maple AvenueWest CoastBoulevardProjectSiteCALIFORNIA210 Alder AvenueLake PaddenLane
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NOT TO SCALE
FIGURE 1VICINITY MAP
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C. Development Project Identification
Pending.

D. Development Project Description
The project will involve the construction of an approximately 225,173 square-feet (SF) 1 industrial building on a vacant parcel, out of which 215,173 SF will be for a warehouse and 10,000 SF will be office space for the warehouse. The project would also include a parking lot with 153 vehicle parking stalls and 31 truck docks. A copy of the project site plan is provided on Figure 2.

The site is located within the Rialto Airport Specific Plan, which is generally bounded by Casa Grande Drive to the north with a small portion (east of Locust Avenue) extending north to Riverside Avenue, Base Line Road to the south, Locust and Cactus Avenues to the east, and Mango and Palmetto Avenues to the west. The Rialto Airport Specific Plan area covers 3,131 acres and is approved for a variety of land uses, including residential, commercial, mixed-use, industrial, public facilities, recreation, and open space uses. The Specific Plan was anticipated for build-out in phases, over a 30-year-plus period. The Specific Plan was approved in November 1997. Four amendments to the Specific Plan were approved, with the latest amendment in November 2010. The project site area is zoned for Planned Industrial Development (I-PID) in the Rialto Airport Specific Plan Land Use Map.

Vehicular access provisions for the project site would consist of the following:
· One proposed full-movement truck driveway on Locust Avenue, northwest corner of the site · One proposed full-movement passenger car and truck driveway on Locust Avenue, southwest corner of the site
· One proposed full-movement passenger car driveway on West Coast Boulevard, northeast corner of the site
The proposed opening year for the project is Year 2025. The project will be developed in a single project phase. The project site is located approximately 1.25 miles from the City of Rialto’s border with the City of Fontana.

1 The current site plan shows a smaller building square footage (225, 173 SF) than what was previously provided (228, 413 SF) as part of the approved scoping agreement. As a conservative approach, the square footage previously provided in the approved s c o p i n g a g r e e m e n t ( 2 2 8 , 4 1 3 S F ) w a s u s e d i n t h e t r a f f i c a n a l y s i s . A s s u c h , t h e r e s u l t s w i t h i n t h e T r a f f i c S t u d y a r e m o r e conservative than the proposed project.
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FIGURE 2PROJECT SITE PLAN

NOT TO SCALE
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E. Analysis Methodology

1. Intersection Analysis – HCM Methodology
Peak hour intersection operations at signalized and unsignalized intersections were evaluated using the methods prescribed in the Highway Capacity Manual HCM 7th Edition, consistent with the requirements of the City of Rialto and the San Bernardino County CMP.

The City of Rialto guidelines require analysis of traffic operations to be based on the vehicular delay methodologies of the HCM (Transportation Research Board Special Report 209). The intersection analysis for the proposed project has been accomplished using the VISTRO software program and using the specified input parameters outlined in the City’s T r a f f i c I m p a c t A n a l y s i s R e p o r t G u i d e l i n e s a n d Requirements.

Per the HCM Methodology, Level of Service (LOS) for signalized intersections is defined in terms of average vehicle delay. Specifically, LOS criteria are stated in terms of the average control delay per vehicle for the peak 15-minute period within the hour analyzed. The charts on the following page provide a description of the operating characteristics of each Level of Service and define the LOS in terms of average seconds of delay for signalized and unsignalized intersections.

2. Level of Service Standards and Measure of Significance The City of Rialto, per the City of Rialto 2010 General Plan Update, establishes minimum Level of Service standards. According to Policy 4-1.20 of the General Plan document, the City requires that signalized intersections operate at LOS D or better during the morning and evening peak hours. The City’s Traffic Study Guidelines require new development to mitigate effects that cause the Level of Service to fall below LOS D, or cause the peak hour delay to increase 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 second
The City’s traffic study guidelines require unsignalized intersections to operate with no vehicular movement having an average delay exceeding 120 seconds during the morning and evening peak hours. ___________________________________________________________________________________________________________________________________ West Coast and Locust Warehouse - 6 - Kimley-Horn and Associates, Inc.

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LEVEL OF SERVICE DEFINITIONS
Level of
Service Description
A
No approach phase is fully utilized by traffic and no vehicle waits longer than one red indication. Typically, the approach appears quite open, turns are made easily and nearly all drivers find freedom of operation.

B
This service level represents stable operation, where an occasional approach phase is fully utilized, and a substantial number are approaching full use. Many drivers begin to feel restricted within platoons of vehicles.

C
This level still represents stable operating conditions. Occasionally drivers may have to wait through more than one red signal indication, and backups may develop behind turning vehicles. Most drivers feel somewhat restricted but not objectionably so.

D
This level encompasses a zone of increasing restriction, approaching instability at the intersection. Delays to approaching vehicles may be substantial during short peaks within the peak period; however, enough cycles with lower demand occur to permit periodic clearance of developing queues, thus preventing excessive backups.

E
Capacity occurs at the upper end of this service level. It represents the most vehicles that any particular intersection approach can accommodate. Full utilization of every signal cycle is seldom attained no matter how great the demand.

F
This level describes forced flow operations at low speeds, where volumes exceed capacity.

These conditions usually result from queues of vehicles backing up from a restriction downstream. Speeds are reduced substantially, and stoppages may occur for short or long periods of time due to the congestion. In the extreme case, both speed and volume can drop to zero.

LEVEL OF SERVICE CRITERIA
FOR SIGNALIZED AND UNSIGNALIZED INTERSECTIONS
Level of
Service
Signalized Intersection
(Average delay per vehicle,
in seconds) 1
Unsignalized Intersections
(Average delay per vehicle,
in seconds) 2
A < 10 0 – 10
B > 10 – 20 > 10 – 15
C > 20 – 35 > 15 – 25
D > 35 – 55 > 25 – 35
E > 55 – 80 > 35 – 50
F > 80 > 50
1 Source: Highway Capacity Manual HCM 7th Edition, Exhibit 19-8. 2 Source: Highway Capacity Manual HCM 7th Edition, Exhibit 20-2. ___________________________________________________________________________________________________________________________________ West Coast and Locust Warehouse - 7 - Kimley-Horn and Associates, Inc.

Traffic Study May 2024
II. AREA CONDITIONS
A. Identify Study Area and Intersections
This traffic study includes documentation of existing conditions, analysis of cumulative traffic conditions, and identification of project-related effects at the following study intersections:

Existing Intersections

1. Locust Avenue at Casa Grande Drive

2. Locust Avenue at West Coast Boulevard

3. Locust Avenue at Casmalia Street
Future Driveway Intersections
D1. Locust Avenue at North Project Driveway
D2. Locust Avenue at South Project Driveway
D3. West Coast Boulevard at Project Driveway
The study locations were established in conjunction with City staff through the Scoping Agreement process (Exhibit B of the City of Rialto Traffic Impact Analysis Report Guidelines and Requirements). A copy of the approved Scoping Agreement is provided in Appendix A.

B. Description of Existing Roads, Traffic Control, and Intersection Geometrics Regional access to the site is provided primarily by the State Route 210 (SR-210) Freeway, approximately

1.5 miles to the southe of the project site. In addition, the Interstate 15 (I-15) Freeway is approximately

3.5 miles to the west of the site, the I-215 Freeway is located approximately 5 miles to the east of the site, and access to the I-10 Freeway is approximately 6 miles to the south.

The following provides a description of the roadways surrounding the project site.

Locust Avenue – Locust Avenue is a two-lane, undivided north-south roadway in the project vicinity.

The posted speed limit on Locust Avenue is 45 miles per hour (mph) and on-street parking is generally allowed on both sides of the roadway. Locust Avenue is designated as a Secondary Arterial in the City of Rialto General Plan Circulation Element. Locust Avenue is a designated truck route from Riverside Avenue to Baseline Road. The project site plan depicts two full-movement project driveways on Locust Avenue.

West Coast Boulevard – West Coast Boulevard is a two-lane, undivided east-west roadway in the project vicinity. The posted speed limit on West Coast Boulevard is 25 mph and on-street parking is generally allowed on both sides of the roadway. West Coast Boulevard is designated as a Collector Street in the City’s Circulation Element. The project site plan depicts one full-movement project driveway on West Coast Boulevard.

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Casa Grande Drive – Casa Grande Drive is a four-lane, undivided east-west roadway. The posted speed limit on Locust Avenue is 40 mph and on-street parking is allowed. Casa Grande Drive is designated as a Secondary Arterial in the City’s Circulation Element.

Riverside Avenue – Riverside Avenue is a four-lane, undivided northwest-southeast roadway in the vicinity of the Rialto Airport Specific Plan. The posted speed limit on Riverside Avenue is 50 mph and on- street parking is not allowed in the project vicinity. Riverside Avenue is designated as a Modified Major Arterial I west of Locust Avenue and as a Major Arterial east of Locust Avenue in the City’s Circulation Element. Riverside Avenue is a designated truck route from west of Ayala Drive to the I-15 ramps.

Casmalia Street – Casmalia Street is a two-to-four-lane east-west roadway in the project vicinity. The posted speed limit on Casmalia Street is 45 mph and on-street parking is not allowed. Casmalia Street is designated as a Secondary Arterial in the Renaissance Specific Plan Amendment. Casmalia Street is a designated truck route from the western Rialto city limit to Ayala Drive.

Existing lane configurations and intersection controls at the study intersections at the time the traffic counts were collected are shown on Figure 3.

1. Existing Traffic Volumes
New traffic counts were collected in August 2023 for intersections 2 and 3 and in October 2023 for intersection 1. Copies of the traffic count data worksheets are provided inAppendix B.

Traffic count data included vehicle classifications for passenger vehicles and trucks. Vehicle classifications are necessary to compute Passenger Car Equivalent (PCE) volumes, which are used in the traffic analysis to address the truck-related traffic effect on intersection and roadway operation.

The PCE volumes were developed by applying a PCE factor of 1.5 for 2-axle trucks, 2.0 for 3-axle trucks, and 3.0 for trucks with 4 or more axles. These factors are consistent with the City of Rialto’sTraffic Impact Analysis Guidelines and Requirements. PCE volume worksheets are provided in Appendix C. Existing morning and evening peak hour volumes with the PCE factors applied are presented on Figure 4.

ProjectSite
Casa Grande Drive
Casmalia Street
Locust AvenueMaple Avenue
West CoastBoulevard
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LEGEND:= Study Intersection= Turn or Through Lane= SignalFIGURE 3EXISTING LANE CONFIGURATIONAND TRAFFIC CONTROL

NOT TO SCALE

2. Locust Avenue atWest Coast Boulevard
D1. Locust Avenue atProject Truck DwyFUTUREINTERSECTIOND2. Locust Avenue at ProjectCar and Truck DwyFUTUREINTERSECTION3. Locust Avenue atCasmalia Street D3. West Coast Avenueat Project Car DwyFUTUREINTERSECTION = Stop Sign

1. Locust Avenue atCasa Grande Drive
= Right-Turn OverlapOVL
OVL
ProjectSite
Casa Grande Drive
Casmalia Street
Locust AvenueMaple Avenue
West CoastBoulevard
- 10 -FIGURE 4EXISTING PEAK HOUR TRAFFIC VOLUMES

NOT TO SCALE
= AM/PM Peak Hour Turning Movement Volumes LEGEND:= Study Intersection

1. Locust Avenue atCasa Grande Drive
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2. Existing Delay and Level of Service
Peak Hour Operating Conditions
Intersection Level of Service analysis was conducted for the morning and evening peak hours using the analysis procedures and assumptions described previously in this report. The results of the intersection analysis for Existing Conditions are shown onTable 1Table 1. Copies of Existing Conditions intersection analysis worksheets are provided in Appendix D.

Review of this table indicates that the following study intersections currently operate at unacceptable LOS under Existing Conditions:
· #1 – Locust Avenue at Casa Grande Drive: PM – LOS F
· #2 – Locust Avenue at West Coast Boulevard: AM – LOS E The Level of Service for an unsignalized intersection is reported based on the single approach movement with the highest delay, which in this case, would be the eastbound approach for intersection #1 and the westbound approach for intersection #2. While the side street approach operates at a deficient Level of Service based on the highest delay approach, the overall intersection delay would be acceptable. Any queuing that occurs on the side street is contained on the minor intersection approach and does not impact the progression of traffic on the main arterial (i.e., Locust Avenue).

C. General Plan Circulation Element
The General Plan Circulation Element provides street classifications near the project vicinity. A copy of the General Plan Street Classifications is provided on Figure 5. Designated truck routes in the City of Rialto General Plan are shown on Figure 6.

D. Transit Service
Transit service to the project area is provided via the OmniTrans transit lines, which serve various cities in San Bernardino County. Bus stops in the project vicinity are located along Casa Grande Drive, Locust Avenue, Riverside Avenue, and Linden Avenue.

A description of the bus routes serving the project area is provided below.

OmniTrans Route 22 operates between the City of Rialto and the City of Colton through Rialto along Locust Avenue, Casa Grande Drive, and Riverside Avenue in the project vicinity. Route 22 operates on weekdays from 5:00 AM to 9:40 PM with approximately 1-hour headways, on Saturdays from 7:15 AM to 6:30 PM with approximately 1-hour headways, and on Sundays from 7:30 AM to 6:40 PM with approximately 1-hour headways. Route 22 has a transfer point with Route 10 at the intersection of Riverside Avenue and Baseline Road.

TABLE 1
SUMMARY OF INTERSECTION OPERATION
EXISTING CONDITIONS
Traffic AM Peak Hour PM Peak Hour
Int. # Intersection Control Delay LOS Delay LOS
1 Locust Avenue at Casa Grande Drive U 33.4 D 60.7 F
2 Locust Avenue at West Coast Boulevard U 35.8 E 24.2 C 3 Locust Avenue at Casmalia Street S 27.5 C 29.1 C
Notes:
- Bold values indicate intersections operating at an unacceptable Level of Service - Delay values for unsignalized intersections represent the average vehicle delay on the worst (highest delay) intersection approach.

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FIGURE 5CITY OF RIALTO GENERAL PLANCIRCULATION ELEMENT

NOT TO SCALE
- 13 -

PROJECTSITE
FIGURE 6CITY OF RIALTO TRUCK ROUTES

NOT TO SCALE
- 14 -
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III. PROJECTED FUTURE TRAFFIC
A. Opening Year 2025 (Existing Plus Growth)
The project Opening Year is anticipated to be Year 2025.

1. Ambient Growth Rate
An ambient growth rate of 2.0% per year to Opening Year 2025 was applied to existing peak hour traffic volumes to develop Opening Year 2025 forecasts. The resulting peak hour traffic volumes for Opening Year 2025 conditions are shown on Figure 7.

2. Peak Hour Operating Conditions
Intersection Level of Service analysis was conducted for Opening Year 2025 conditions. The results are shown on Table 2. Intersection analysis worksheets for this scenario are provided in Appendix D.

Review of this table indicates that with the addition of ambient growth, the following study intersections would continue to operate at an unacceptable LOS:
· #1 – Locust Avenue at Casa Grande Drive: AM – LOS E; PM – LOS F · #2 – Locust Avenue at West Coast Boulevard: AM – LOS E ProjectSite
Casa Grande Drive
Casmalia Street
Locust AvenueMaple Avenue
West CoastBoulevard
- 16 -
FIGURE 7OPENING YEAR 2025TRAFFIC VOLUMES

NOT TO SCALE
= AM/PM Peak Hour Turning Movement Volumes LEGEND:= Study Intersection

1. Locust Avenue atCasa Grande Drive
TABLE 2
SUMMARY OF INTERSECTION OPERATION
OPENING YEAR 2025
Traffic AM Peak Hour PM Peak Hour
Int. # Intersection Control Delay LOS Delay LOS
1 Locust Avenue at Casa Grande Drive U 37.3 E 77.3 F
2 Locust Avenue at West Coast Boulevard U 38.7 E 25.6 D 3 Locust Avenue at Casmalia Street S 27.7 C 29.9 C
- Delay values for unsignalized intersections represent the average vehicle delay on the worst (highest delay) intersection approach.

Note:
- Bold values indicate intersections operating at an unacceptable Level of Service West Coast and Locust Warehouse
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B. Project Traffic

1. Project Trip Generation
Trip generation estimates for the West Coast and Locust Warehouse project are based on daily and peak hourly trip generation rates obtained from the Institute of Transportation Engineers (ITE) Trip Generation Manual (11 th Edition). ITE trip generation estimates for the project are based on the trip generation rates for ITE Land Use 150: Warehousing.

Passenger car equivalent (PCE) factors, per City recommendations, were then applied to the truck types, based on number of axles (1.5 PCE for 2-axle trucks, 2.0 PCE for 3-axle trucks, and 3.0 PCE for 4+-axle trucks) to determine the total PCE volumes to be generated by the project.

The trip generation rates, PCE factors, and trip estimates for the existing and proposed uses are summarized on Table 3. Based on review of Table 3, the proposed project is estimated to generate 655 PCE trips on a daily basis, with 65 PCE trips in the morning peak hour, and 68 PCE trips in the evening peak hour.

It should be noted that the trip estimates for the proposed project based on the ITE Trip Generation Manual are expected to be very conservative compared to the anticipated operations of the proposed project.

It should also be noted that the current site plan shows a smaller building square footage (225, 173 SF) than what was previously provided (228, 413 SF) as part of the approved Scoping Agreement. As a conservative approach, the square footage previously provided in the approved Scoping Agreement (228, 4 1 3 S F ) w a s u s e d i n t h e t r a f f i c a n a l y s i s . A s s u c h , t h e r e s u l t s w i t h i n t h e T r a f f i c S t u d y a r e m o r e conservative than the proposed project.

2. Trip Distribution and Assignment
Trip distribution assumptions for the project were developed by considering the proposed site uses, and the routes to and from the freeway system for the warehouse trucks. Separate distribution patterns were assumed for passenger car trips and truck trips. Trip distribution patterns for both passenger vehicles and trucks are shown onFigure 8. Trip distribution percentages at each study intersection were applied to the project trip generation to determine the project trips through each study intersection. The resulting project-related peak hour trips at the study intersections are also shown on Figure 8 (previously mentioned).

TABLE 3
SUMMARY OF PROJECT TRIP GENERATION
Trip Generation Rates 1
AM Peak Hour PM Peak Hour
Land Use Unit In Out Total In Out Total
Warehousing 150 KSF 1.710 0.131 0.039 0.170 0.050 0.130 0.180 Land Use Quantity Unit In Out Total In Out Total
228.413 KSF 391 30 9 39 11 30 41
Passenger Vehicles 60.00% 235 18 5 23 7 18 25
Trucks 40.00% 156 12 4 16 4 12 16
Daily In Out Total In Out Total
Passenger Vehicles 60.00% 235 1.0 235 18 5 23 7 18 25
2-Axle Trucks 0.80% 3 1.5 5 0 0 0 0 0 0
3-Axle Trucks 11.20% 44 2.0 88 7 2 9 2 7 9
4+ Axle Trucks 28.00% 109 3.0 327 25 8 33 9 25 34
420 32 10 42 11 32 43
Total Proposed Project PCE Trips 655 50 15 65 18 50 68
Total Truck PCE Trips
Warehousing
Vehicle
Mix 2
Daily
Vehicles
PCE
Factor 2
ITE
Code
Daily
Daily
Trip Generation Estimates
PM Peak HourAM Peak Hour
1 Source: Institute of Transportation Engineers (ITE) Trip Generation Manual , 11th Edition 2 Source: City of Rialto Traffic Impact Analysis Report Guidelines and Requirements PROJECT TRIPS - PASSENGER CAR EQUIVALENTS (PCE)
AM Peak HourVehicle Type PM Peak Hour
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ProjectSite
Casa Grande Drive
Casmalia Street
Locust AvenueMaple Avenue
West CoastBoulevard
FIGURE 8PROJECT-RELATED TRIP DISTRIBUTIONAND TRAFFIC VOLUMES= AM/PM Peak Hour Turning Movement Volumes LEGEND:= Study Intersection

NOT TO SCALE
- 20 -
= Truck Trip Distribution= Trip DistributionPercentage

2. Locust Avenue atWest Coast Boulevard
D1. Locust Avenue atProject Truck Dwy
D2. Locust Avenue at ProjectCar and Truck Dwy

3. Locust Avenue atCasmalia Street
D3. West Coast Avenueat Project Car Dwy

1. Locust Avenue atCasa Grande Drive35%(20%)
30%(60%)15%(20%)20%
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3. Opening Year 2025 Plus Project
Project traffic was added to Opening Year 2025 volumes the to develop Opening Year 2025 Plus Project traffic forecasts. Peak hour traffic volumes for Opening Year 2025 Plus Project conditions are shown on Figure 9.

Peak Hour Operating Conditions
Intersection Level of Service analysis was conducted for the Opening Year 2025 Plus Project conditions.

The results of the intersection analysis are shown on T a b l e 4Error! Reference source not found..

Intersection analysis worksheets for this scenario are provided in Appendix D.

Review of this table indicates that with the addition of project traffic, the following study intersections would continue to operate at an unacceptable LOS:
· #1 – Locust Avenue at Casa Grande Drive: AM – LOS E; PM – LOS F · #2 – Locust Avenue at West Coast Boulevard: AM – LOS E ProjectSite
Casa Grande Drive
Casmalia Street
Locust AvenueMaple Avenue
West CoastBoulevard
- 22 -
FIGURE 9OPENING YEAR 2025 PLUS PROJECTTRAFFIC VOLUMES

NOT TO SCALE
= AM/PM Peak Hour Turning Movement Volumes LEGEND:= Study Intersection

2. Locust Avenue atWest Coast Boulevard
D1. Locust Avenue atProject Truck Dwy
D2. Locust Avenue at ProjectCar and Truck Dwy

3. Locust Avenue atCasmalia Street
D3. West Coast Avenueat Project Car Dwy

1. Locust Avenue atCasa Grande Drive
AM Peak Hour PM Peak Hour
Int. # Intersection Traffic
Control Delay LOS Delay LOS Delay LOS Delay LOS
1 Locust Avenue at Casa Grande Drive U 37.3 E 39.1 E 1.8 No 77.3 F 84.4 F 7.1 Yes 2 Locust Avenue at West Coast Boulevard U 38.7 E 41.5 E 2.8 Yes 25.6 D 26.6 D 1.0 No 3 Locust Avenue at Casmalia Street S 27.7 C 28.1 C 0.4 No 29.9 C 30.3 C 0.4 No D1 Locust Avenue at North Project Driveway U - - 23.1 C - No - - 17.2 C - No D2 Locust Avenue at South Project Driveway U - - 23.8 C - No - - 18.1 C - No D3 West Coast Boulevard at Project Driveway U - - 8.7 A - No - - 8.6 A - No - Delay values for unsignalized intersections represent the average vehicle delay on the worst (highest delay) intersection approach.

TABLE 4
SUMMARY OF INTERSECTION OPERATION
OPENING YEAR 2025 PLUS PROJECT
Without Project With Project Without Project With Project Notes:
- Bold values indicate intersections operating at an unacceptable Level of Service Change
in Delay
Infrastructure
Deficiency?
Change
in Delay
Infrastructure
Deficiency?
West Coast and Locust Warehouse
Traffic Study
- 23 - Kimley-Horn and Associates, Inc.

Traffic Study May 2024

C. Opening Year 2025 Cumulative Conditions

1. Cumulative Projects
In addition to ambient growth, traffic volumes for Cumulative Projects (approved and pending projects) were added to the Opening Year 2025 traffic volumes. Cumulative Projects consist of any project that has been approved and is not yet occupied, and projects that are in various stages of the application and approval process but have not yet been approved.

A summary of Cumulative Projects in the project vicinity and the trip generation associated with each is provided on T a b l e 5. The locations of the Cumulative Projects are shown on F i g u r e 1 0. Cumulative Project traffic volumes are shown on Figure 11.

2. Cumulative Projects Trip Generation
Trip generation information for the Cumulative Projects was derived either from approved traffic studies, where available; or developed by Kimley-Horn if approved traffic studies were not available.

Project information and trip generation assumptions for Cumulative Projects are provided in Appendix E.

3. Cumulative Projects Trip Distribution and Assignment Likewise, trip distribution and assignment for the Cumulative Projects were either derived from approved traffic studies, where available; or were developed by Kimley-Horn if approved traffic studies were not available. Trip distribution assumptions for Cumulative Projects are provided inAppendix E.

4. Opening Year 2025 Cumulative Conditions

Peak Hour Operating Conditions
Cumulative Project peak hour traffic volumes for were added to Opening Year 2025 traffic volumes to develop Opening Year 2025 Cumulative traffic volumes, which are shown on Figure 12.

Intersection Level of Service results for Opening Year 2025 Cumulative conditions are shown on Table

6. Review of this table indicates that, with the addition of Cumulative Project traffic, the following intersections would continue to operate at an unacceptable Level of Service:
· #1 – Locust Avenue at Casa Grande Drive: AM – LOS E; PM – LOS F · #2 – Locust Avenue at West Coast Boulevard: AM – LOS E Copies of intersection analysis worksheets for this scenario are provided in Appendix D.

TABLE 5
SUMMARY OF CUMULATIVE PROJECTS
Trip Generation Estimates
Project # Land Use Quantity Units AM Peak Hour PM Peak Hour Daily In Out Total In Out Total
Single-Family Detached Housing 504 DU 4,823 95 284 379 321 188 509 Condominium 336 DU 1,952 25 123 148 117 58 175
2 Hotel (SWC of Linden and Renaissance) 135 Occupied
Room 1,204 52 38 90 46 48 94
3 Morin Warehouse 200.000 KSF 1,193 77 22 99 26 78 104
4 SEC Casmalia / Linden Warehouse 136.220 KSF 813 54 13 67 18 55 73 5 Fuel Station/Fast Food (SWC of Casmalia / Ayala) 7.000 KSF 4,419 202 188 390 174 164 338 6 NWC Baseline / Alder Warehouse 255.655 KSF 1,526 104 28 132 34 104 138 7 NWC Baseline / Tamarind Warehouse 156.500 KSF 935 65 18 83 23 65 88 8 Warehouse (Baseline / Palmetto) 99.999 KSF 599 41 12 53 13 41 54 9 Warehouse (W/S Alder and S/O Miro) 78.680 KSF 698 32 31 63 34 35 67 10 Warehouse (SEC Casmalia/Laurel) 87.189 KSF 524 25 24 49 26 25 51 11 Warehouse (SWC Casmalia/Linden) 116.429 KSF 500 24 24 48 25 25 50 12 Fuel / FF / Market (SEC Renaissance and Alder) VFP 9,993 557 556 1,113 454 454 908 13 Crow Holdings (N/S Baseline E/O Ayala) 668.524 KSF 1,163 88 26 114 34 93 127 14 Orbis (NEC Renaissance and Laurel) 135.408 KSF 236 18 5 23 7 19 26 15 Warehouse II (Baseline and Palmetto NEC) 90.726 KSF 158 12 4 16 5 13 18 16 Rialto Travel Center - VFP 5,532 277 276 553 256 259 515 17 Orbis Rialto II (PCE) 117.255 KSF 704 49 14 63 18 49 67 18 Renaissance Planning Area 19 Warehouse 168.143 KSF 1,005 65 20 85 23 65 88 Total Project Trips 36,972 1,797 1,686 3,483 1,631 1,773 3,404 DU = Dwelling Units, KSF = 1,000 square feet, VFP = Vehicle Fueling Positions, DT = Drive-through 1 West Coast and Locust Warehouse
Traffic Study
- 25 - Kimley-Horn and Associates, Inc.

May 2024
210CALIFORNIA
- 26 -
LEGEND:= Cumulative ProjectFIGURE 10LOCATION OF CUMULATIVE PROJECTS ProjectSite
Casa Grande Drive
Casmalia Street
Locust AvenueMaple Avenue
West CoastBoulevard
- 27 -
FIGURE 11CUMULATIVE PROJECT TRAFFICVOLUMES

NOT TO SCALE
= AM/PM Peak Hour Turning Movement Volumes LEGEND:= Study Intersection

2. Locust Avenue atWest Coast Boulevard
D1. Locust Avenue atProject Truck Dwy
D2. Locust Avenue at ProjectCar and Truck Dwy

3. Locust Avenue atCasmalia Street
D3. West Coast Avenueat Project Car Dwy

1. Locust Avenue atCasa Grande Drive
ProjectSite
Casa Grande Drive
Casmalia Street
Locust AvenueMaple Avenue
West CoastBoulevard
- 28 -
FIGURE 12OPENING YEAR 2025 CUMULATIVETRAFFIC VOLUMES

NOT TO SCALE
= AM/PM Peak Hour Turning Movement Volumes LEGEND:= Study Intersection

2. Locust Avenue atWest Coast Boulevard
D1. Locust Avenue atProject Truck Dwy
D2. Locust Avenue at ProjectCar and Truck Dwy

3. Locust Avenue atCasmalia Street
D3. West Coast Avenueat Project Car Dwy

1. Locust Avenue atCasa Grande Drive
TABLE 6
SUMMARY OF INTERSECTION OPERATION
OPENING YEAR 2025 - CUMULATIVE
Traffic AM Peak Hour PM Peak Hour
Int. # Intersection Control Delay LOS Delay LOS
1 Locust Avenue at Casa Grande Drive U 48.5 E 146.1 F
2 Locust Avenue at West Coast Boulevard U 46.5 E 31.0 D 3 Locust Avenue at Casmalia Street S 29.1 C 31.1 C
Note:
- Bold values indicate intersections operating at an unacceptable Level of Service - Delay values for unsignalized intersections represent the average vehicle delay on the worst (highest delay) intersection approach.

West Coast and Locust Warehouse
Traffic Study
- 29 - Kimley-Horn and Associates, Inc.

Traffic Study May 2024

5. Opening Year 2025 Cumulative Plus Project Conditions Peak Hour Operating Conditions
Project traffic was added to Opening Year 2025 Cumulative traffic volumes to develop Opening Year 2025 Cumulative Plus Project traffic forecast volumes. The resulting peak hour traffic volumes are shown on Figure 13.

Intersection Level of Service analysis results under Opening Year 2025 Cumulative Plus Project conditions are shown on Table 7. As this table indicates, with the addition of project traffic, the following intersections would continue to operate at an unacceptable Level of Service:
· #1 – Locust Avenue at Casa Grande Drive: AM – LOS F; PM – LOS F · #2 – Locust Avenue at West Coast Boulevard: AM – LOS F Copies of intersection analysis worksheets for this scenario are provided in Appendix D.

ProjectSite
Casa Grande Drive
Casmalia Street
Locust AvenueMaple Avenue
West CoastBoulevard
- 31 -
FIGURE 13OPENING YEAR 2025 CUMULATIVEPLUS PROJECT TRAFFIC VOLUMES

NOT TO SCALE
= AM/PM Peak Hour Turning Movement Volumes LEGEND:= Study Intersection

2. Locust Avenue atWest Coast Boulevard
D1. Locust Avenue atProject Truck Dwy
D2. Locust Avenue at ProjectCar and Truck Dwy

3. Locust Avenue atCasmalia Street
D3. West Coast Avenueat Project Car Dwy

1. Locust Avenue atCasa Grande Drive
AM Peak Hour PM Peak Hour
Int. # Intersection Traffic
Control Delay LOS Delay LOS Delay LOS Delay LOS
1 Locust Avenue at Casa Grande Drive U 48.5 E 51.4 F 2.9 Yes 146.1 F 161.2 F 15.1 Yes 2 Locust Avenue at West Coast Boulevard U 46.5 E 50.3 F 3.8 Yes 31.0 D 32.5 D 1.5 No 3 Locust Avenue at Casmalia Street S 29.1 C 29.5 C 0.4 No 31.1 C 31.3 C 0.2 No D1 Locust Avenue at North Project Driveway U - - 26.1 D - No - - 19.5 C - No D2 Locust Avenue at South Project Driveway U - - 27.0 D - No - - 20.6 C - No D3 West Coast Boulevard at Project Driveway U - - 8.7 A - No - - 8.6 A - No Notes:
- Bold values indicate intersections operating at an unacceptable Level of Service - Delay values for unsignalized intersections represent the average vehicle delay on the worst (highest delay) intersection approach.

TABLE 7
SUMMARY OF INTERSECTION OPERATION
OPENING YEAR 2025 - CUMULATIVE PLUS PROJECT
Without Project With Project
Change
in Delay
Infrastructure
Deficiency?
Without Project With Project
Change
in Delay
Infrastructure
Deficiency?
West Coast and Locust Warehouse
Traffic Study
- 32 - Kimley-Horn and Associates, Inc.

Traffic Study May 2024
IV. RECOMMENDED IMPROVEMENTS
A. Intersection Improvements
The following unsignalized study intersections would operate an unacceptable Level of Service under all analysis scenarios:

1. Locust Avenue at Casa Grande Drive

2. Locust Avenue at West Coast Boulevard
A traffic signal warrant analysis was conducted for the deficient unsignalized intersections noted above based on the 2014 California Manual on Uniform Traffic Control Devices (CA MUTCD). The warrants were conducted using Warrant 3 (Peak Hour Warrant) for the following analysis scenarios:
· Existing Conditions
· Opening Year 2025
· Opening Year 2025 Plus Project
· Opening Year 2025 Cumulative
· Opening Year 2025 Cumulative Plus Project
Traffic Signal Warrant Analysis worksheets are provided in Appendix F. Based on the signal warrant analysis, Warrant 3 was met at the following study intersection under all study scenarios noted above:

1. Locust Avenue at Casa Grande Drive
The CA MUTCD specifically states that, “The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal.” The reference document goes on to state a number of other factors to take into account when considering a signal for a specific location, including whether or not a signal would improve the overall safety of the intersection, whether it would benefit or disrupt progressive traffic flow (in this case, on Locust Avenue), and consideration of site-specific characteristics such as queueing, signal spacing, and overall delay to the main street through movements.

The decision to install a traffic signal should be based on engineering judgement, and not solely upon satisfying a single peak hour warrant. It is recommended that a decision about signalization at the intersection be based on future observations as well as engineering judgement, based on the factors listed above.

Based on the signal warrant analysis, a traffic signal, and other associated signal improvements necessary to construct the traffic signal, is recommended at intersection #1 (Locust Avenue at Casa Grande Drive).

The project would pay a fair-share, based on future traffic growth, towards the recommended signal improvements benefitting intersection #1 (Locust Avenue at Casa Grande Drive). ___________________________________________________________________________________________________________________________________ West Coast and Locust Warehouse - 34 - Kimley-Horn and Associates, Inc.

Traffic Study May 2024
No improvements are recommended at the intersection of Locust Avenue at West Coast Boulevard (#2) since a traffic signal warrant was not met under any analysis scenario due to the nominal amount of traffic on West Coast Boulevard. As noted earlier in the report, the Level of Service for an unsignalized intersection is reported based on the single approach movement with the highest delay, which in this case, would be the westbound approach for intersection #2. While the side street approach operates at a deficient Level of Service based on the highest delay approach, the overall intersection delay would be acceptable. Based on the intersection analysis worksheets provided in Appendix D (previously mentioned), under Opening Year 2025 Cumulative Plus Project conditions, the westbound approach w o u l d h a v e a 9 5th percentile queue of less than one car length in both the AM and PM peak hours.

Therefore, any queuing that occurs on the side street would be contained on the minor intersection approach and would not impact the progression of traffic on the main arterial (i.e., Locust Avenue). It should be noted that the project is required to construct the full ultimate pavement width, consistent with industrial street standards, and curb and gutter along the project frontage on West Coast Boulevard.

This improvement would provide one travel lane in each direction on West Coast Boulevard along the project frontage and would improve overall circulation within the project vicinity, compared to existing conditions.

A summary of the intersection operation before and after implementation of a traffic signal at intersection #1 (Locust Avenue at Casa Grande Drive) is provided on Table 8 for informational purposes.

Fair-share calculations for intersection #1 (Locust Avenue at Casa Grande Drive) are provided on Table

9. B. Roadway Improvements
Not applicable.

TABLE 8
SUMMARY OF INTERSECTION OPERATION WITH RECCOMENDED IMPROVEMENTS AM Peak Hour PM Peak Hour
Int. # Intersection Delay LOS Delay LOS Delay LOS Delay LOS Locust Avenue at Casa Grande Drive
- Traffic signal 51.4 F 39.3 D 161.2 F 38.3 D
- Bold values indicate intersections operating at an unacceptable Level of Service - Delay values for unsignalized intersections represent the average vehicle delay on the worst (highest delay) intersection approach.

Notes:
- Bold and shaded values indicate intersections operating at an unacceptable Level of Service.

Without
Improvement
With
Improvement
Without
Improvement
With
Improvement
1 West Coast and Locust Warehouse
Traffic Study
- 35 - Kimley-Horn and Associates, Inc.

May 2024
Existing
OY 2023
Cumulative
Plus Project
Existing
OY 2023
Cumulative
Plus Project
#1 - Locust Avenue at Casa Grande Drive 1,055 1,219 164 20 12.2% 1,017 1,186 169 16 9.5% Total Volume
Project
Trips
Fair-Share
%-age
Fair-Share
%-age
Total
Growth
Project
Trips
Total Volume
TABLE 9
SUMMARY OF PROJECT FAIR SHARE FOR IMPROVEMENTS
AM Peak Hour PM Peak Hour
Intersection
Total
Growth
West Coast and Locust Warehouse
Traffic Study
- 36 - Kimley-Horn and Associates, Inc.

Traffic Study May 2024
V. VEHICLE MILES TRAVELED ANALYSIS
A. Introduction
Senate Bill 743 (SB 743) was approved by California legislature in September 2013. SB 743 requires changes to California Environmental Quality Act (CEQA), specifically directing the Governor’s Office of Planning and Research (OPR) to develop alternative metrics to the use of vehicular “Level of Service” (LOS) for evaluating transportation projects. OPR has prepared a technical advisory (“OPR Technical Advisory”) for evaluating transportation impacts in CEQA and has recommended that Vehicle Miles Traveled (VMT) replace LOS as the primary measure of transportation impacts. The Natural Resources Agency has adopted updates to CEQA Guidelines to incorporate SB 743 that requires VMT for the purposes of determining a significant transportation impact under CEQA.

A VMT Scoping Agreement was prepared for the proposed project based on the City of RialtoTraffic Impact Analys is G uidel ine s for Vehicle Miles Traveled (VMT) and Level of Service (LOS) Asses sme nt (October 2021), and is provided in Appendix A.

B. VMT Assessment
The project site is located within the Rialto Airport Specific Plan. The approved Rialto Airport Specific Plan (dated November 18, 1997) serves as a master plan for the economic development of the 3,131-acre project area which encompasses the northwest portion of the City of Rialto. The existing zoning designations and land uses identified in the City of Rialto General Plan are superseded by the land uses assigned in this Specific Plan.

The project proposes to prepare an addendum to the certified Rialto Airport Specific Plan Environmental Impact Report (EIR). Level of Service was the applicable threshold when the City certifies the Rialto Airport Specific Plan EIR. The mandate requiring lead agencies to use VMT as a threshold for evaluating traffic impacts was adopted in 2018 and effective in 2020. It does not constitute as “new information” requiring additional environmental review nor does it affect the assessment of project environmental impactors or mitigation measures compared to those analyzed in the Rialto Airport Specific Plan EIR.

Per the Specific Plan’s land use map, the project site for the West Coast and Locust Avenue Warehouse is classified as ‘Planned Industrial Development.’ Section 4.0-6 of the Rialto Airport Specific Plan Program EIR describes ‘Planned Industrial Development’ as “light industrial and industrial/business park uses”.

The Rialto Airport Specific Plan assumed a maximum floor area ratio (FAR) of 0.7:1 for planned industrial development. The total area of the proposed project site is 488,624 square feet, resulting in a maximum allowable building size of 342,037 square feet. As such, the proposed 225,173 square- foot industrial building would have fewer VMT than the site based on the land use designation in the Rialto Airport Specific Plan. Therefore, the proposed project would create a less-than-significant VMT impact, and no further VMT analysis is required.
___________________________________________________________________________________________________________________________________ West Coast and Locust Warehouse - 38 - Kimley-Horn and Associates, Inc.

Traffic Study May 2024
FINDINGS AND RECOMMENDATIONS
A. Improvements
The following unsignalized study intersections would operate an unacceptable Level of Service under all analysis scenarios:

1. Locust Avenue at Casa Grande Drive

2. Locust Avenue at West Coast Boulevard
B. Traffic Signal Warrant Analysis
A traffic signal warrant analysis was conducted for the deficient unsignalized intersections noted above based on the 2014 California Manual on Uniform Traffic Control Devices (CA MUTCD) for the following deficient unsignalized study intersections:

1. Locust Avenue at Casa Grande Drive

2. Locust Avenue at West Coast Boulevard
Based on the signal warrant analysis, Warrant 3 was met at the following study intersection under all study scenarios noted above:

1. Locust Avenue at Casa Grande Drive
C. Site Circulation
Vehicular access provisions for the project site would consist of the following:
· One proposed full-movement truck driveway on Locust Avenue, northwest corner of the site · One proposed full-movement passenger car and truck driveway on Locust Avenue, southwest corner of the site
· One proposed full-movement passenger car driveway on West Coast Boulevard, northeast corner of the site
The cumulative intersection analysis for the With Project condition indicates that all project driveways would operate at acceptable Level of Service during both peak hours.

Traffic Study May 2024
D. Safety and Operational Improvements
The site driveways and project improvements must be designed so that adequate sight distance for drivers entering and exiting the site is maintained. The line of sight – a straight line between the driver’s eye and oncoming vehicles on the adjacent roadway defines the Limited Use Area. The Limited Use Area for each driveway must be kept clear of visual obstructions, including project signs, building structures, and landscaping, in order to maintain adequate sight distance.

E. Fair Share Calculations
The project fair share proportion of the improvements are shown on Table 9 (presented previously).

F. Specific Plan Signalization
Not Applicable.

G. General Plan Conformance
The proposed West Coast and Locust Warehouse project is in conformance with the Rialto Airport Specific Plan and the City of Rialto General Plan. Neither a Specific Plan Amendment nor a General Plan Amendment is required for the project.

H. Regional Funding Mechanisms
The project is subject to the City’s city-wide traffic impact fee program. To the extent that a recommended improvement is included in an existing fee program, the project’s payment of impact fees can be used to offset the costs of implementing the mitigation measures. In addition, the project may be required to c o n s t r u c t a n e e d e d i m p r o v e m e n t i n a d v a n c e o f t h e C i t y ’ s r e c e i p t o f f u l l f u n d i n g , i n w h i c h c a s e t h e improvement may be subject to a reimbursement agreement, to allow the project to recoup costs from future development.

It should be noted that existing driveway counts for a similar site were conducted on two typical weekdays in December 2021 to estimate existing operations for the project site. The existing use trips are noted in the Scoping Agreement (seeAppendix A). The existing use credit should be considered when determining traffic development impact fees (DIF) for the proposed project.

APPENDIX A

APPROVED SCOPING AGREEMENT
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:

PPD2023-0018
The West Coast & Locust Avenue Warehouse
3115 N Locust Avenue, Rialto CA 92316 (TBD)
Construction of a 228,413 SF industrial building on a vacant parcel.

Kimley-Horn and Associates, Inc.

Rialto Springs LLC
Orange, CA 92868
Santa Fe Springs, CA 90670
(714) 780-2543
(562) 921-3581
N/A
N/A
13116 Imperial Highway
1100 W Town and Country Road, Suite 700
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.

ITE Trip Generation Manual, 11th Edition (2021)
Light Industrial -
Warehousing (ITE 150)
Planned Industrial Development
No change
Net 584 Trips (655 PCE Trips) - See Attachment 2 - Trip Generation Table 7 7
14 50
15 65
0 1
1 18
50 68
2025
We will request a list of cumulative projects from the City's Planning Department
Existing + Ambient Growth + Cumulative Projects + Project to Opening Year
Locust Avenue at West Coast Boulevard
Locust Avenue at Casmalia Street
35 15
20 30
2 See Attachment 3 - Trip Distribution
(I-PID)
Specific Plan Overlay
Trucks: 20% 20% 30% 30% 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
Site Adjacent Roadway Cross-Sections, Truck Turning Exhibit, and Line of Sight Exhibit.

See Attachment 1 - Site Plan
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. 4/19/2023
7/28/2023
Kimley-Horn and Associates, Inc. July 28, 2023 9/21/23
Overall Site Plan
1-DAB-A1.1

SITE PLAN GENERAL NOTES
Owner:

Project:

Consultants:

Project Number:Revision:Date:Drawn by:

Title:

Sheet:
fax: 949 863 0851tel: 949 863 1770email: [email protected], ca18831 bardeen avenue, - ste. #100hpa, inc. 21376SW02/28/23
CAUTION: IF THIS SHEET IS NOT 30"X42" IT IS A REDUCED PRINT SEC West Coast Blvd & N Locust Ave
Civil:Structural:Mechanical:Plumbing:Electrical:Landscape:Soils Engineer:Fire Protection:
- ARMSTRONG--- HUNTER LANDSCAPE--
tel:13116 Imperial HighwaySanta Fe Springs CA 90670562-921-3581

RIALTO SPRINGS LLC

THE WEST COAST& LOCUST AVENUEWAREHOUSE
SITE

VICINITY MAP

TABULATION
PROJECT INFORMATIONApplicant's Representative
Assessors Parcel Number
Project Address
Owner/Applicant
ZoningCode AnalysisConstruction Type

SITE LEGEND
ATTACHMENT 1
ATTACHMENT 2

SUMMARY OF PROJECT TRIP GENERATION
Trip Generation Rates 1
AM Peak Hour PM Peak Hour
Land Use Unit In Out Total In Out Total
Warehousing 150 KSF 1.710 0.131 0.039 0.170 0.050 0.130 0.180 Land Use Quantity Unit In Out Total In Out Total

4.900 Acre 71 7 7 14 0 1 1
Total Existing PCE Trips 71 7 7 14 0 1 1
228.413 KSF 391 30 9 39 11 30 41
Passenger Vehicles 60.00% 235 18 5 23 7 18 25
Trucks 40.00% 156 12 4 16 4 12 16
Daily In Out Total In Out Total
Passenger Vehicles 60.00% 235 1.0 235 18 5 23 7 18 25
2-Axle Trucks 0.80% 3 1.5 5 0 0 0 0 0 0
3-Axle Trucks 11.20% 44 2.0 88 7 2 9 2 7 9
4+ Axle Trucks 28.00% 109 3.0 327 25 8 33 9 25 34
Total Truck PCE Trips 420 32 10 42 11 32 43
Total Proposed Project PCE Trips 655 50 15 65 18 50 68
Net Difference (Proposed Minus Existing) 584 43 8 51 18 49 67 PM Peak Hour
ITE
Code Daily
Daily
Existing Use 2
Proposed Use
Trip Generation Estimates
PM Peak HourAM Peak Hour
1 Source: Institute of Transportation Engineers (ITE) Trip Generation Manual, 11th Edition 2 Average of driveway count data collection from similar existing site on Wednesday, December 15,2021, and Thursday, December 16, 2021. 3 Source: City of Rialto Traffic Impact Analysis Report Guidelines and Requirements Warehousing

WAREHOUSING PROJECT TRIPS - PASSENGER CAR EQUIVALENTS (PCE) Warehousing
Vehicle Mix 3 Daily
Vehicles
PCE Factor
3 AM Peak HourVehicle Type
West Coast and Locust Avenue Warehouse
Traffic Scoping Agreement
Kimley-Horn Associates, Inc.

July 2023
Legend:

Project Site
Study Intersection
Project Driveway
Passenger Car Distribution
X
YY%
D#
D2
D3
30%
20%
5%
30%
ATTACHMENT 3A - PASSENGER CAR DISTRIBUTION
15%
1 2

ATTACHMENT 3B - TRUCK DISTRIBUTION
Legend:

Project Site
Study Intersection
Project Driveway
Truck Distribution
X
YY%
D#
D2
D1
30%
30%
20%
20%
2 1

1`City of Rialto TIA Guidelines
October 2021
VMT Analysis Project Scoping Form
This scopin g form shall be submitted to the City of Rialto to assist in identifying infrastructure improvements that may be required to support traffic from the proposed project.

Project Identification:

Case Number:

Related Cases:

SP No.

EIR No.

GPA No.

CZ No.

Project Name:

Project Address:

Project Opening
Year:

Project
Description:

Consultant: Developer:

Name:

Address:

Telephone:

Fax/Email:

Trip Generation Information:

Trip Generation Data Source:

Current General Plan Land Use: Proposed General Plan Land Use:

Current Zoning: Proposed Zoning:

ITE Trip Generation Manual, 11th Edition (2021)
Light Industrial - Specific Plan Overlay
Warehousing (ITE 150)
Planned Industrial Development (I-PID)
No Change
PPD2023-0018
The West Coast & Locust Avenue Warehouse
3115 N Locust Avenue, Rialto, CA 92316 (TBD)
2025
Construction of a 228,413 SF industrial building on a vacant parcel.

Kimley-Horn and Associates, Inc.
1100 W Town and Country Road, Suite 700
Orange, CA 92868
(714) 780-2543
[email protected]
Rialto Springs LLC
13116 Imperial Highway
Santa Fe Springs, CA 90670
(562) 921-3581
N/A
City of Rialto TIA Guidelines
October 2021
Existing Trip Generation Proposed Trip Generation
In Out Total In Out Total
AM Trips
PM Trips
Trip Internalization: Yes No ( % Trip Discount)
Pass-By Allowance: Yes No ( % Trip Discount)
Potential Screening Checks
Is the project screened from VMT assessment? Yes No
VMT screening justification
VMT Scoping
For projects that are not screened, identify the following:
 Travel Demand Forecasting Model Used
 Attach SBCTA Screening VMT Assessment output or describe why it is not appropriate for use
 Attach proposed Model Land Use Inputs and Assumed Conversion Factors (attach)

7 7
14 0
1 1
✔
Please see attached VMT Screening Memorandum
50 15
65 18
50 68

City of Rialto TIA Guidelines
October 2021
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 t he 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 9/21/23
kimley-horn.com 1100 W Town and County Road, Suite 700, Orange, CA 92868 714 939 1030 July 28, 2023
Daniel Casey
Senior Planner
City of Rialto
150 S. Palm Avenue
Rialto, CA 92376
Subject: Vehicle Miles Traveled Memorandum for The West Coast and Locust Avenue Warehouse Project in the City of Rialto
Dear Mr. Casey:

Kimley-Horn and Associates, Inc. has prepared a Vehicle Miles Traveled (VMT) memorandum for the proposed West Coast and Locust Avenue Warehouse Project. This memorandum based on the City of Rialto T r a f f i c I m p a c t A n a l y s i s G u i d e l i n e s f o r V e h i c l e M i l e s T r a v e l e d ( V M T ) a n d L e v e l o f Service (LOS) Assessment (October 2021).

PROJECT DESCRIPTION

The project site is located on southeast corner of Locust Avenue and West Coast Boulevard in the City of Rialto. The project site is bounded by single family homes to the north and east, and industrial buildings to the south and west. The project site is currently occupied by industrial uses and vacant land. The project site will involve the construction of a 228,413 square-foot industrial building. A copy of the project site plan is provided on Attachment 1.

Vehicular access provisions for the project site would be provided via two full-movement driveways on Locust Avenue and one full-movement on West Coast Boulevard. All project driveways would be unsignalized.

PROPOSED TRIP GENERATION
Trip generation estimates for the proposed project are based on the Institute of Transportation Engineers (ITE) Trip Generation Manual (11 th Edition) trip generation rates for Warehousing (ITE 150). Trip generation rates and the resulting trip generation estimates for the proposed project are summarized on Attachment 2.

The project is estimated to generate 235 PC trips on a daily basis with 39 PC trips in the morning peak hour and 41 PC trips in the evening peak hour; and 156 truck trips on a daily basis with 16 truck trips in the morning peak hour and 16 truck trips in the evening peak hour.

Mr. Casey, July 28, 2023, Page 2
kimley-horn.com 1100 W Town and County Road, Suite 700, Orange, CA 92868 714 939 1030 PCE factors were then applied to the truck types, based on the number of axles, to determine the total PCE volumes generated by the proposed project. Daily and peak hour trip generation estimates for the proposed project are summarized on Table 1 (previously mentioned). The proposed project is estimated to generate 655 daily PCE trips, with 65 PCE trips in the morning peak hour, and 68 PCE trips in the evening peak hour.

CEQA VEHICLE MILES TRAVELED (VMT) SCREENING
Senate Bill 743 (SB 743) was approved by California legislature in September 2013. SB 743 requires changes to California Environmental Quality Act (CEQA), specifically directing the Governor’s Office of Planning and Research (OPR) to develop alternative metrics to the use of vehicular “Level of Service” (LOS) for evaluating transportation projects. OPR has prepared a technical advisory (“OPR Technical Advisory”) for evaluating transportation impacts in CEQA and has recommended that Vehicle Miles Traveled (VMT) replace LOS as the primary measure of transportation impacts. The Natural Resources Agency has adopted updates to CEQA Guidelines to incorporate SB 743 that requires VMT for the purposes of determining a significant transportation impact under CEQA.

The City of Rialto Traffic Impact Analysis Guidelines for Vehicle Miles Traveled (VMT) and Level of Service (LOS) Assessment (October 2021) provide details on appropriate screening thresholds that can be used to identify when a proposed land use project is anticipated to result in a less-than- significant impact without conducting a more detailed level analysis. Screening thresholds are broken down into the following three criteria:

1. Transit Priority Area (TPA) Screening

2. Low VMT Area Screening

3. Project Type Screening
Land development projects that meet one or more of the above screening thresholds may be presumed to create a less-than-significant impact on transportation and circulation. The screening thresholds were reviewed and evaluated for this project.

Transit Priority Area (TPA) Screening
A project located within a Transit Priority Area (TPA), as determined by the San Bernadino County Transportation Authority (SBCTA) VMT Screening Tool, would be considered to have a less-than significant transportation impact. Based on the SBCTA VMT Screening Tool, the proposed project is not located within a TPA.

The Transit Priority Area Screening threshold is not met.

Mr. Casey, July 28, 2023, Page 3
kimley-horn.com 1100 W Town and County Road, Suite 700, Orange, CA 92868 714 939 1030 Low VMT Area Screening
A project located within a low VMT area as determined by the City’s guidelines and the SBCTA VMT Screening Tool would be considered to have a less-than-significant transportation impact.

Based on the City of Rialto VMT thresholds and the SBCTA VMT Screening Tool, the proposed p r o j e c t i s n o t l o c a t e d w i t h i n a l o w V M T a r e a . R e s u l t s o f t h e S B C T A V M T S c r e e n i n g T o o l a r e provided in Attachment 3.

The Low VMT Area Screening threshold is not met.

Project Type Screening

A project would be considered to have a less-than-significant transportation impact if the project generates less than 110 daily vehicle trips.

The following uses would also be presumed to have a less-than-significant VMT impact:
· K-12 Schools
· Local-Serving retail less than 50,000 square feet
· Local parks
· Day care centers
· Local serving gas stations
· Local serving banks
· Student housing projects
· Local-serving hotels (e.g., non-destination hotels)
· Local-serving medical
· Student housing projects on or adjacent to college campuses · Local-serving assembly uses (places of worship, community organizations) · Community institutions (public libraries, fire stations, local government) · Local serving community colleges that are consistent with the assumptions noted in the

RTP/SCS
· Affordable or supportive housing
· Assisted living facilities
· Senior housing (as defined by HUD)
The project will involve the construction of a 228,413 square-foot industrial building that generates more than 110 daily trips; therefore, the project would not be screened out based on project type.

The Project Type Screening threshold is not met.

Mr. Casey, July 28, 2023, Page 4
kimley-horn.com 1100 W Town and County Road, Suite 700, Orange, CA 92868 714 939 1030

VMT ASSESSMENT
The project site is located within the Rialto Airport Specific Plan. The approved Rialto Airport Specific Plan (dated November 18, 1997) serves as a master plan for the economic development of the 3,131-acre project area which encompasses the northwest portion of the City of Rialto. The existing zoning designations and land uses identified in the City of Rialto General Plan are superseded by the land uses assigned in this Specific Plan.

Per the Specific Plan’s land use map, the project site for the West Coast and Locust Avenue Warehouse is classified as ‘Planned Industrial Development’. A copy of the map is provided on Figure 2. Section 4.0-6 of the Rialto Airport Specific Plan Program EIR describes ‘Planned Industrial Development’ as “light industrial and industrial/business park uses”.

The Rialto Airport Specific Plan assumed a maximum floor area ratio (FAR) of 0.7:1 for planned industrial development. The total area of the proposed project site is 488,624 square feet, resulting in a maximum allowable building size of 342,037 square feet. As such, the proposed 228,413 square-foot industrial building would have fewer VMT than the site based on the land use designation in the Rialto Airport Specific Plan. Therefore, the proposed project would create a less-than-significant VMT impact, and no further analysis is required.

Please contact me if you have any questions or if you need additional information.

Sincerely,
KIMLEY-HORN AND ASSOCIATES, INC.

Trevor Briggs, P.E

Overall Site Plan
1-DAB-A1.1

SITE PLAN GENERAL NOTES
Owner:

Project:

Consultants:

Project Number:Revision:Date:Drawn by:

Title:

RIALTO SPRINGS LLC

THE WEST COAST& LOCUST AVENUEWAREHOUSE
SITE

VICINITY MAP

TABULATION
PROJECT INFORMATIONApplicant's Representative
Assessors Parcel Number
Project Address
Owner/Applicant
ZoningCode AnalysisConstruction Type

SITE LEGEND
ATTACHMENT 1
ATTACHMENT 2

July 2023
ATTACHMENT 3

APPENDIX B

TRAFFIC COUNT DATA SHEETS
File Name : RLT_Locust_CG AM
Site Code : 10823958
Start Date : 10/12/2023
Page No : 1
City of Rialto
N/S: Locust Avenue
E/W: Casa Grande Drive
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Locust Avenue
Southbound
Locust Avenue
Northbound
Casa Grande Drive
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 07:00 AM 42 2 44 9 37 46 5 28 33 123
07:15 AM 47 1 48 18 39 57 4 36 40 145
07:30 AM 77 5 82 24 69 93 5 54 59 234
07:45 AM 117 7 124 36 85 121 4 74 78 323
Total 283 15 298 87 230 317 18 192 210 825
08:00 AM 71 2 73 23 39 62 7 74 81 216
08:15 AM 47 2 49 30 24 54 5 44 49 152
08:30 AM 39 6 45 40 31 71 3 47 50 166
08:45 AM 34 4 38 15 20 35 2 24 26 99
Total 191 14 205 108 114 222 17 189 206 633
Grand Total 474 29 503 195 344 539 35 381 416 1458
Apprch % 94.2 5.8 36.2 63.8 8.4 91.6
Total % 32.5 2 34.5 13.4 23.6 37 2.4 26.1 28.5
Passenger Vehicles 374 27 401 190 292 482 35 373 408 1291 % Passenger Vehicles 78.9 93.1 79.7 97.4 84.9 89.4 100 97.9 98.1 88.5 Large 2 Axle Vehicles 22 1 23 5 10 15 0 6 6 44
% Large 2 Axle Vehicles 4.6 3.4 4.6 2.6 2.9 2.8 0 1.6 1.4 3 3 Axle Vehicles 31 1 32 0 11 11 0 0 0 43
% 3 Axle Vehicles 6.5 3.4 6.4 0 3.2 2 0 0 0 2.9
4+ Axle Trucks 47 0 47 0 31 31 0 2 2 80
% 4+ Axle Trucks 9.9 0 9.3 0 9 5.8 0 0.5 0.5 5.5
Locust Avenue
Southbound
Locust Avenue
Northbound
Casa Grande Drive
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 07:30 AM
07:30 AM 77 5 82 24 69 93 5 54 59 234
07:45 AM 117 7 124 36 85 121 4 74 78 323
08:00 AM 71 2 73 23 39 62 7 74 81 216
08:15 AM 47 2 49 30 24 54 5 44 49 152
Total Volume 312 16 328 113 217 330 21 246 267 925
% App. Total 95.1 4.9 34.2 65.8 7.9 92.1
PHF .667 .571 .661 .785 .638 .682 .750 .831 .824 .716
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : RLT_Locust_CG AM
Site Code : 10823958
Start Date : 10/12/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: Casa Grande Drive
Weather: Clear
Locust Avenue
Casa Grande Drive
Locust Avenue
Right
16 Thru
312
InOut Total
238 328 566
Left
113
Thru
217
Out TotalIn
558 330 888
Left
21 Right
246
TotalOut In
129 267 396
Peak Hour Begins at 07:30 AM

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 07:15 AM 07:30 AM
+0 mins. 77 5 82 18 39 57 5 54 59
+15 mins. 117 7 124 24 69 93 4 74 78
+30 mins. 71 2 73 36 85 121 7 74 81
+45 mins. 47 2 49 23 39 62 5 44 49
Total Volume 312 16 328 101 232 333 21 246 267
% App. Total 95.1 4.9 30.3 69.7 7.9 92.1
PHF .667 .571 .661 .701 .682 .688 .750 .831 .824
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : RLT_Locust_CG AM
Site Code : 10823958
Start Date : 10/12/2023
Page No : 1
City of Rialto
N/S: Locust Avenue
E/W: Casa Grande Drive
Weather: Clear
Groups Printed- Passenger Vehicles
Locust Avenue
Southbound
Locust Avenue
Northbound
Casa Grande Drive
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 07:00 AM 33 2 35 9 32 41 5 27 32 108
07:15 AM 34 1 35 17 32 49 4 35 39 123
07:30 AM 67 5 72 23 64 87 5 54 59 218
07:45 AM 102 7 109 35 74 109 4 71 75 293
Total 236 15 251 84 202 286 18 187 205 742
08:00 AM 56 2 58 23 36 59 7 73 80 197
08:15 AM 35 1 36 29 16 45 5 43 48 129
08:30 AM 25 6 31 39 24 63 3 46 49 143
08:45 AM 22 3 25 15 14 29 2 24 26 80
Total 138 12 150 106 90 196 17 186 203 549
Grand Total 374 27 401 190 292 482 35 373 408 1291
Apprch % 93.3 6.7 39.4 60.6 8.6 91.4
Total % 29 2.1 31.1 14.7 22.6 37.3 2.7 28.9 31.6
Locust Avenue
Southbound
Locust Avenue
Northbound
Casa Grande Drive
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right 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 67 5 72 23 64 87 5 54 59 218
07:45 AM 102 7 109 35 74 109 4 71 75 293
08:00 AM 56 2 58 23 36 59 7 73 80 197
08:15 AM 35 1 36 29 16 45 5 43 48 129
Total Volume 260 15 275 110 190 300 21 241 262 837
% App. Total 94.5 5.5 36.7 63.3 8 92
PHF .637 .536 .631 .786 .642 .688 .750 .825 .819 .714
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : RLT_Locust_CG AM
Site Code : 10823958
Start Date : 10/12/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: Casa Grande Drive
Weather: Clear
Locust Avenue
Casa Grande Drive
Locust Avenue
Right
15 Thru
260
InOut Total
211 275 486
Left
110
Thru
190
Out TotalIn
501 300 801
Left
21 Right
241
TotalOut In
125 262 387
Peak Hour Begins at 07:30 AM

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. 67 5 72 23 64 87 5 54 59
+15 mins. 102 7 109 35 74 109 4 71 75
+30 mins. 56 2 58 23 36 59 7 73 80
+45 mins. 35 1 36 29 16 45 5 43 48
Total Volume 260 15 275 110 190 300 21 241 262
% App. Total 94.5 5.5 36.7 63.3 8 92
PHF .637 .536 .631 .786 .642 .688 .750 .825 .819
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : RLT_Locust_CG AM
Site Code : 10823958
Start Date : 10/12/2023
Page No : 1
City of Rialto
N/S: Locust Avenue
E/W: Casa Grande Drive
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Locust Avenue
Southbound
Locust Avenue
Northbound
Casa Grande Drive
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 07:00 AM 6 0 6 0 3 3 0 1 1 10
07:15 AM 4 0 4 1 4 5 0 0 0 9
07:30 AM 0 0 0 1 1 2 0 0 0 2
07:45 AM 4 0 4 1 0 1 0 3 3 8
Total 14 0 14 3 8 11 0 4 4 29
08:00 AM 2 0 2 0 0 0 0 1 1 3
08:15 AM 2 1 3 1 1 2 0 0 0 5
08:30 AM 2 0 2 1 0 1 0 1 1 4
08:45 AM 2 0 2 0 1 1 0 0 0 3
Total 8 1 9 2 2 4 0 2 2 15
Grand Total 22 1 23 5 10 15 0 6 6 44
Apprch % 95.7 4.3 33.3 66.7 0 100
Total % 50 2.3 52.3 11.4 22.7 34.1 0 13.6 13.6
Locust Avenue
Southbound
Locust Avenue
Northbound
Casa Grande Drive
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right 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 1 2 0 0 0 2
07:45 AM 4 0 4 1 0 1 0 3 3 8
08:00 AM 2 0 2 0 0 0 0 1 1 3
08:15 AM 2 1 3 1 1 2 0 0 0 5
Total Volume 8 1 9 3 2 5 0 4 4 18
% App. Total 88.9 11.1 60 40 0 100
PHF .500 .250 .563 .750 .500 .625 .000 .333 .333 .563
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : RLT_Locust_CG AM
Site Code : 10823958
Start Date : 10/12/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: Casa Grande Drive
Weather: Clear
Locust Avenue
Casa Grande Drive
Locust Avenue
Right
1 Thru
8 InOut Total
2 9 11
Left
3 Thru
2 Out TotalIn
12 5 17
Left
0 Right
4 TotalOut In
4 4 8
Peak Hour Begins at 07:30 AM

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 1 1 2 0 0 0
+15 mins. 4 0 4 1 0 1 0 3 3
+30 mins. 2 0 2 0 0 0 0 1 1
+45 mins. 2 1 3 1 1 2 0 0 0
Total Volume 8 1 9 3 2 5 0 4 4
% App. Total 88.9 11.1 60 40 0 100
PHF .500 .250 .563 .750 .500 .625 .000 .333 .333
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : RLT_Locust_CG AM
Site Code : 10823958
Start Date : 10/12/2023
Page No : 1
City of Rialto
N/S: Locust Avenue
E/W: Casa Grande Drive
Weather: Clear
Groups Printed- 3 Axle Vehicles
Locust Avenue
Southbound
Locust Avenue
Northbound
Casa Grande Drive
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 5 0 5 0 1 1 0 0 0 6
07:30 AM 4 0 4 0 0 0 0 0 0 4
07:45 AM 4 0 4 0 3 3 0 0 0 7
Total 13 0 13 0 4 4 0 0 0 17
08:00 AM 3 0 3 0 0 0 0 0 0 3
08:15 AM 3 0 3 0 3 3 0 0 0 6
08:30 AM 5 0 5 0 3 3 0 0 0 8
08:45 AM 7 1 8 0 1 1 0 0 0 9
Total 18 1 19 0 7 7 0 0 0 26
Grand Total 31 1 32 0 11 11 0 0 0 43
Apprch % 96.9 3.1 0 100 0 0
Total % 72.1 2.3 74.4 0 25.6 25.6 0 0 0
Locust Avenue
Southbound
Locust Avenue
Northbound
Casa Grande Drive
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right 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 4 0 4 0 0 0 0 0 0 4
07:45 AM 4 0 4 0 3 3 0 0 0 7
08:00 AM 3 0 3 0 0 0 0 0 0 3
08:15 AM 3 0 3 0 3 3 0 0 0 6
Total Volume 14 0 14 0 6 6 0 0 0 20
% App. Total 100 0 0 100 0 0
PHF .875 .000 .875 .000 .500 .500 .000 .000 .000 .714
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : RLT_Locust_CG AM
Site Code : 10823958
Start Date : 10/12/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: Casa Grande Drive
Weather: Clear
Locust Avenue
Casa Grande Drive
Locust Avenue
Right
0 Thru
14 InOut Total
6 14 20
Left
0 Thru
6 Out TotalIn
14 6 20
Left
0 Right
0 TotalOut In
0 0 0
Peak Hour Begins at 07:30 AM

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. 4 0 4 0 0 0 0 0 0
+15 mins. 4 0 4 0 3 3 0 0 0
+30 mins. 3 0 3 0 0 0 0 0 0
+45 mins. 3 0 3 0 3 3 0 0 0
Total Volume 14 0 14 0 6 6 0 0 0
% App. Total 100 0 0 100 0 0
PHF .875 .000 .875 .000 .500 .500 .000 .000 .000
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : RLT_Locust_CG AM
Site Code : 10823958
Start Date : 10/12/2023
Page No : 1
City of Rialto
N/S: Locust Avenue
E/W: Casa Grande Drive
Weather: Clear
Groups Printed- 4+ Axle Trucks
Locust Avenue
Southbound
Locust Avenue
Northbound
Casa Grande Drive
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 07:00 AM 3 0 3 0 2 2 0 0 0 5
07:15 AM 4 0 4 0 2 2 0 1 1 7
07:30 AM 6 0 6 0 4 4 0 0 0 10
07:45 AM 7 0 7 0 8 8 0 0 0 15
Total 20 0 20 0 16 16 0 1 1 37
08:00 AM 10 0 10 0 3 3 0 0 0 13
08:15 AM 7 0 7 0 4 4 0 1 1 12
08:30 AM 7 0 7 0 4 4 0 0 0 11
08:45 AM 3 0 3 0 4 4 0 0 0 7
Total 27 0 27 0 15 15 0 1 1 43
Grand Total 47 0 47 0 31 31 0 2 2 80
Apprch % 100 0 0 100 0 100
Total % 58.8 0 58.8 0 38.8 38.8 0 2.5 2.5
Locust Avenue
Southbound
Locust Avenue
Northbound
Casa Grande Drive
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right 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 6 0 6 0 4 4 0 0 0 10
07:45 AM 7 0 7 0 8 8 0 0 0 15
08:00 AM 10 0 10 0 3 3 0 0 0 13
08:15 AM 7 0 7 0 4 4 0 1 1 12
Total Volume 30 0 30 0 19 19 0 1 1 50
% App. Total 100 0 0 100 0 100
PHF .750 .000 .750 .000 .594 .594 .000 .250 .250 .833
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : RLT_Locust_CG AM
Site Code : 10823958
Start Date : 10/12/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: Casa Grande Drive
Weather: Clear
Locust Avenue
Casa Grande Drive
Locust Avenue
Right
0 Thru
30 InOut Total
19 30 49
Left
0 Thru
19 Out TotalIn
31 19 50
Left
0 Right
1 TotalOut In
0 1 1
Peak Hour Begins at 07:30 AM

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. 6 0 6 0 4 4 0 0 0
+15 mins. 7 0 7 0 8 8 0 0 0
+30 mins. 10 0 10 0 3 3 0 0 0
+45 mins. 7 0 7 0 4 4 0 1 1
Total Volume 30 0 30 0 19 19 0 1 1
% App. Total 100 0 0 100 0 100
PHF .750 .000 .750 .000 .594 .594 .000 .250 .250
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : RLT_Locust_CG PM
Site Code : 10823958
Start Date : 10/12/2023
Page No : 1
City of Rialto
N/S: Locust Avenue
E/W: Casa Grande Drive
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Locust Avenue
Southbound
Locust Avenue
Northbound
Casa Grande Drive
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 04:00 PM 31 31 62 55 34 89 9 25 34 185
04:15 PM 55 45 100 83 41 124 21 64 85 309
04:30 PM 27 12 39 27 49 76 56 153 209 324
04:45 PM 33 9 42 40 22 62 6 35 41 145
Total 146 97 243 205 146 351 92 277 369 963
05:00 PM 35 3 38 42 26 68 9 29 38 144
05:15 PM 25 5 30 29 26 55 8 32 40 125
05:30 PM 32 6 38 39 38 77 5 37 42 157
05:45 PM 38 10 48 48 29 77 6 28 34 159
Total 130 24 154 158 119 277 28 126 154 585
Grand Total 276 121 397 363 265 628 120 403 523 1548
Apprch % 69.5 30.5 57.8 42.2 22.9 77.1
Total % 17.8 7.8 25.6 23.4 17.1 40.6 7.8 26 33.8
Passenger Vehicles 245 121 366 358 240 598 120 399 519 1483 % Passenger Vehicles 88.8 100 92.2 98.6 90.6 95.2 100 99 99.2 95.8 Large 2 Axle Vehicles 6 0 6 5 2 7 0 2 2 15
% Large 2 Axle Vehicles 2.2 0 1.5 1.4 0.8 1.1 0 0.5 0.4 1 3 Axle Vehicles 5 0 5 0 9 9 0 1 1 15
% 3 Axle Vehicles 1.8 0 1.3 0 3.4 1.4 0 0.2 0.2 1
4+ Axle Trucks 20 0 20 0 14 14 0 1 1 35
% 4+ Axle Trucks 7.2 0 5 0 5.3 2.2 0 0.2 0.2 2.3
Locust Avenue
Southbound
Locust Avenue
Northbound
Casa Grande Drive
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 04:00 PM
04:00 PM 31 31 62 55 34 89 9 25 34 185
04:15 PM 55 45 100 83 41 124 21 64 85 309
04:30 PM 27 12 39 27 49 76 56 153 209 324
04:45 PM 33 9 42 40 22 62 6 35 41 145
Total Volume 146 97 243 205 146 351 92 277 369 963
% App. Total 60.1 39.9 58.4 41.6 24.9 75.1
PHF .664 .539 .608 .617 .745 .708 .411 .453 .441 .743
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : RLT_Locust_CG PM
Site Code : 10823958
Start Date : 10/12/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: Casa Grande Drive
Weather: Clear
Locust Avenue
Casa Grande Drive
Locust Avenue
Right
97 Thru
146
InOut Total
238 243 481
Left
205
Thru
146
Out TotalIn
423 351 774
Left
92 Right
277
TotalOut In
302 369 671
Peak Hour Begins at 04:00 PM

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 04:15 PM
+0 mins. 31 31 62 55 34 89 21 64 85
+15 mins. 55 45 100 83 41 124 56 153 209
+30 mins. 27 12 39 27 49 76 6 35 41
+45 mins. 33 9 42 40 22 62 9 29 38
Total Volume 146 97 243 205 146 351 92 281 373
% App. Total 60.1 39.9 58.4 41.6 24.7 75.3
PHF .664 .539 .608 .617 .745 .708 .411 .459 .446
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : RLT_Locust_CG PM
Site Code : 10823958
Start Date : 10/12/2023
Page No : 1
City of Rialto
N/S: Locust Avenue
E/W: Casa Grande Drive
Weather: Clear
Groups Printed- Passenger Vehicles
Locust Avenue
Southbound
Locust Avenue
Northbound
Casa Grande Drive
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 04:00 PM 25 31 56 55 25 80 9 24 33 169
04:15 PM 53 45 98 83 37 120 21 64 85 303
04:30 PM 26 12 38 27 46 73 56 151 207 318
04:45 PM 29 9 38 39 21 60 6 35 41 139
Total 133 97 230 204 129 333 92 274 366 929
05:00 PM 29 3 32 40 25 65 9 29 38 135
05:15 PM 21 5 26 29 25 54 8 32 40 120
05:30 PM 30 6 36 39 36 75 5 36 41 152
05:45 PM 32 10 42 46 25 71 6 28 34 147
Total 112 24 136 154 111 265 28 125 153 554
Grand Total 245 121 366 358 240 598 120 399 519 1483
Apprch % 66.9 33.1 59.9 40.1 23.1 76.9
Total % 16.5 8.2 24.7 24.1 16.2 40.3 8.1 26.9 35
Locust Avenue
Southbound
Locust Avenue
Northbound
Casa Grande Drive
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 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 25 31 56 55 25 80 9 24 33 169
04:15 PM 53 45 98 83 37 120 21 64 85 303
04:30 PM 26 12 38 27 46 73 56 151 207 318
04:45 PM 29 9 38 39 21 60 6 35 41 139
Total Volume 133 97 230 204 129 333 92 274 366 929
% App. Total 57.8 42.2 61.3 38.7 25.1 74.9
PHF .627 .539 .587 .614 .701 .694 .411 .454 .442 .730
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : RLT_Locust_CG PM
Site Code : 10823958
Start Date : 10/12/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: Casa Grande Drive
Weather: Clear
Locust Avenue
Casa Grande Drive
Locust Avenue
Right
97 Thru
133
InOut Total
221 230 451
Left
204
Thru
129
Out TotalIn
407 333 740
Left
92 Right
274
TotalOut In
301 366 667
Peak Hour Begins at 04:00 PM

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. 25 31 56 55 25 80 9 24 33
+15 mins. 53 45 98 83 37 120 21 64 85
+30 mins. 26 12 38 27 46 73 56 151 207
+45 mins. 29 9 38 39 21 60 6 35 41
Total Volume 133 97 230 204 129 333 92 274 366
% App. Total 57.8 42.2 61.3 38.7 25.1 74.9
PHF .627 .539 .587 .614 .701 .694 .411 .454 .442
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : RLT_Locust_CG PM
Site Code : 10823958
Start Date : 10/12/2023
Page No : 1
City of Rialto
N/S: Locust Avenue
E/W: Casa Grande Drive
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Locust Avenue
Southbound
Locust Avenue
Northbound
Casa Grande Drive
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 1 1 3
04:15 PM 0 0 0 0 0 0 0 0 0 0
04:30 PM 0 0 0 0 0 0 0 1 1 1
04:45 PM 1 0 1 1 0 1 0 0 0 2
Total 2 0 2 1 1 2 0 2 2 6
05:00 PM 3 0 3 2 1 3 0 0 0 6
05:15 PM 0 0 0 0 0 0 0 0 0 0
05:30 PM 1 0 1 0 0 0 0 0 0 1
05:45 PM 0 0 0 2 0 2 0 0 0 2
Total 4 0 4 4 1 5 0 0 0 9
Grand Total 6 0 6 5 2 7 0 2 2 15
Apprch % 100 0 71.4 28.6 0 100
Total % 40 0 40 33.3 13.3 46.7 0 13.3 13.3
Locust Avenue
Southbound
Locust Avenue
Northbound
Casa Grande Drive
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 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 1 0 1 0 1 1 0 1 1 3
04:15 PM 0 0 0 0 0 0 0 0 0 0
04:30 PM 0 0 0 0 0 0 0 1 1 1
04:45 PM 1 0 1 1 0 1 0 0 0 2
Total Volume 2 0 2 1 1 2 0 2 2 6
% App. Total 100 0 50 50 0 100
PHF .500 .000 .500 .250 .250 .500 .000 .500 .500 .500
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : RLT_Locust_CG PM
Site Code : 10823958
Start Date : 10/12/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: Casa Grande Drive
Weather: Clear
Locust Avenue
Casa Grande Drive
Locust Avenue
Right
0 Thru
2 InOut Total
1 2 3
Left
1 Thru
1 Out TotalIn
4 2 6
Left
0 Right
2 TotalOut In
1 2 3
Peak Hour Begins at 04:00 PM

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. 1 0 1 0 1 1 0 1 1
+15 mins. 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 1 1
+45 mins. 1 0 1 1 0 1 0 0 0
Total Volume 2 0 2 1 1 2 0 2 2
% App. Total 100 0 50 50 0 100
PHF .500 .000 .500 .250 .250 .500 .000 .500 .500
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : RLT_Locust_CG PM
Site Code : 10823958
Start Date : 10/12/2023
Page No : 1
City of Rialto
N/S: Locust Avenue
E/W: Casa Grande Drive
Weather: Clear
Groups Printed- 3 Axle Vehicles
Locust Avenue
Southbound
Locust Avenue
Northbound
Casa Grande Drive
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 04:00 PM 1 0 1 0 2 2 0 0 0 3
04:15 PM 1 0 1 0 1 1 0 0 0 2
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 2 0 2 0 4 4 0 0 0 6
05:00 PM 1 0 1 0 0 0 0 0 0 1
05:15 PM 1 0 1 0 0 0 0 0 0 1
05:30 PM 0 0 0 0 2 2 0 1 1 3
05:45 PM 1 0 1 0 3 3 0 0 0 4
Total 3 0 3 0 5 5 0 1 1 9
Grand Total 5 0 5 0 9 9 0 1 1 15
Apprch % 100 0 0 100 0 100
Total % 33.3 0 33.3 0 60 60 0 6.7 6.7
Locust Avenue
Southbound
Locust Avenue
Northbound
Casa Grande Drive
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 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 1 0 1 0 2 2 0 0 0 3
04:15 PM 1 0 1 0 1 1 0 0 0 2
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 Volume 2 0 2 0 4 4 0 0 0 6
% App. Total 100 0 0 100 0 0
PHF .500 .000 .500 .000 .500 .500 .000 .000 .000 .500
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : RLT_Locust_CG PM
Site Code : 10823958
Start Date : 10/12/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: Casa Grande Drive
Weather: Clear
Locust Avenue
Casa Grande Drive
Locust Avenue
Right
0 Thru
2 InOut Total
4 2 6
Left
0 Thru
4 Out TotalIn
2 4 6
Left
0 Right
0 TotalOut In
0 0 0
Peak Hour Begins at 04:00 PM

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. 1 0 1 0 2 2 0 0 0
+15 mins. 1 0 1 0 1 1 0 0 0
+30 mins. 0 0 0 0 1 1 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0
Total Volume 2 0 2 0 4 4 0 0 0
% App. Total 100 0 0 100 0 0
PHF .500 .000 .500 .000 .500 .500 .000 .000 .000
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : RLT_Locust_CG PM
Site Code : 10823958
Start Date : 10/12/2023
Page No : 1
City of Rialto
N/S: Locust Avenue
E/W: Casa Grande Drive
Weather: Clear
Groups Printed- 4+ Axle Trucks
Locust Avenue
Southbound
Locust Avenue
Northbound
Casa Grande Drive
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 04:00 PM 4 0 4 0 6 6 0 0 0 10
04:15 PM 1 0 1 0 3 3 0 0 0 4
04:30 PM 1 0 1 0 2 2 0 1 1 4
04:45 PM 3 0 3 0 1 1 0 0 0 4
Total 9 0 9 0 12 12 0 1 1 22
05:00 PM 2 0 2 0 0 0 0 0 0 2
05:15 PM 3 0 3 0 1 1 0 0 0 4
05:30 PM 1 0 1 0 0 0 0 0 0 1
05:45 PM 5 0 5 0 1 1 0 0 0 6
Total 11 0 11 0 2 2 0 0 0 13
Grand Total 20 0 20 0 14 14 0 1 1 35
Apprch % 100 0 0 100 0 100
Total % 57.1 0 57.1 0 40 40 0 2.9 2.9
Locust Avenue
Southbound
Locust Avenue
Northbound
Casa Grande Drive
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 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 4 0 4 0 6 6 0 0 0 10
04:15 PM 1 0 1 0 3 3 0 0 0 4
04:30 PM 1 0 1 0 2 2 0 1 1 4
04:45 PM 3 0 3 0 1 1 0 0 0 4
Total Volume 9 0 9 0 12 12 0 1 1 22
% App. Total 100 0 0 100 0 100
PHF .563 .000 .563 .000 .500 .500 .000 .250 .250 .550
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : RLT_Locust_CG PM
Site Code : 10823958
Start Date : 10/12/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: Casa Grande Drive
Weather: Clear
Locust Avenue
Casa Grande Drive
Locust Avenue
Right
0 Thru
9 InOut Total
12 9 21
Left
0 Thru
12 Out TotalIn
10 12 22
Left
0 Right
1 TotalOut In
0 1 1
Peak Hour Begins at 04:00 PM

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. 4 0 4 0 6 6 0 0 0
+15 mins. 1 0 1 0 3 3 0 0 0
+30 mins. 1 0 1 0 2 2 0 1 1
+45 mins. 3 0 3 0 1 1 0 0 0
Total Volume 9 0 9 0 12 12 0 1 1
% App. Total 100 0 0 100 0 100
PHF .563 .000 .563 .000 .500 .500 .000 .250 .250
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_RLT_Loc_W Coa AM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 1
City of Rialto
N/S: Locust Avenue
E/W: West Coast Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Locust Avenue
Southbound
West Coast Boulevard
Westbound
Locust Avenue
Northbound
West Coast Boulevard
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 78 2 80 0 0 1 1 1 46 0 47 0 0 0 0 128
07:15 AM 0 89 0 89 0 0 1 1 1 58 0 59 0 0 0 0 149
07:30 AM 0 124 0 124 0 0 6 6 0 150 0 150 0 0 0 0 280
07:45 AM 3 173 2 178 1 0 5 6 4 109 0 113 0 0 1 1 298
Total 3 464 4 471 1 0 13 14 6 363 0 369 0 0 1 1 855
08:00 AM 4 125 5 134 0 0 3 3 1 59 0 60 0 0 2 2 199
08:15 AM 2 102 0 104 0 0 0 0 1 62 1 64 0 0 0 0 168
08:30 AM 0 65 1 66 1 0 2 3 1 81 0 82 0 0 0 0 151
08:45 AM 0 47 0 47 0 0 0 0 0 43 0 43 0 0 0 0 90
Total 6 339 6 351 1 0 5 6 3 245 1 249 0 0 2 2 608
Grand Total 9 803 10 822 2 0 18 20 9 608 1 618 0 0 3 3 1463 Apprch % 1.1 97.7 1.2 10 0 90 1.5 98.4 0.2 0 0 100
Total % 0.6 54.9 0.7 56.2 0.1 0 1.2 1.4 0.6 41.6 0.1 42.2 0 0 0.2 0.2 Passenger Vehicles 9 683 9 701 2 0 18 20 9 540 1 550 0 0 2 2 1273 % Passenger Vehicles
100 85.1 90 85.3 100 0 100 100 100 88.8 100 89 0 0 66.7 66.7 87 Large 2 Axle Vehicles 0 21 1 22 0 0 0 0 0 16 0 16 0 0 1 1 39 % Large 2 Axle Vehicles
0 2.6 10 2.7 0 0 0 0 0 2.6 0 2.6 0 0 33.3 33.3 2.7
3 Axle Vehicles 0 17 0 17 0 0 0 0 0 16 0 16 0 0 0 0 33
% 3 Axle Vehicles 0 2.1 0 2.1 0 0 0 0 0 2.6 0 2.6 0 0 0 0 2.3 4+ Axle Trucks 0 82 0 82 0 0 0 0 0 36 0 36 0 0 0 0 118
% 4+ Axle Trucks 0 10.2 0 10 0 0 0 0 0 5.9 0 5.8 0 0 0 0 8.1 Locust Avenue
Southbound
West Coast Boulevard
Westbound
Locust Avenue
Northbound
West Coast Boulevard
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 07:30 AM
07:30 AM 0 124 0 124 0 0 6 6 0 150 0 150 0 0 0 0 280
07:45 AM 3 173 2 178 1 0 5 6 4 109 0 113 0 0 1 1 298
08:00 AM 4 125 5 134 0 0 3 3 1 59 0 60 0 0 2 2 199
08:15 AM 2 102 0 104 0 0 0 0 1 62 1 64 0 0 0 0 168
Total Volume 9 524 7 540 1 0 14 15 6 380 1 387 0 0 3 3 945 % App. Total 1.7 97 1.3 6.7 0 93.3 1.6 98.2 0.3 0 0 100 PHF .563 .757 .350 .758 .250 .000 .583 .625 .375 .633 .250 .645 .000 .000 .375 .375 .793 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_RLT_Loc_W Coa AM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: West Coast Boulevard
Weather: Clear
Locust Avenue
West Coast Boulevard
West Coast Boulevard
Locust Avenue
Right
7 Thru
524
Left
9 InOut Total
394 540 934
Right
14 Thru
0 Left
1 OutTotal In
10 15 25
Left
6 Thru
380
Right
1 Out TotalIn
528 387 915
Left
0 Thru
0 Right
3 TotalOut In
13 3 16
Peak Hour Begins at 07:30 AM

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 07:15 AM 07:30 AM 07:15 AM
+0 mins. 0 124 0 124 0 0 1 1 0 150 0 150 0 0 0 0
+15 mins. 3 173 2 178 0 0 6 6 4 109 0 113 0 0 0 0
+30 mins. 4 125 5 134 1 0 5 6 1 59 0 60 0 0 1 1
+45 mins. 2 102 0 104 0 0 3 3 1 62 1 64 0 0 2 2
Total Volume 9 524 7 540 1 0 15 16 6 380 1 387 0 0 3 3
% App. Total 1.7 97 1.3 6.2 0 93.8 1.6 98.2 0.3 0 0 100 PHF .563 .757 .350 .758 .250 .000 .625 .667 .375 .633 .250 .645 .000 .000 .375 .375 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_RLT_Loc_W Coa AM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 1
City of Rialto
N/S: Locust Avenue
E/W: West Coast Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles
Locust Avenue
Southbound
West Coast Boulevard
Westbound
Locust Avenue
Northbound
West Coast Boulevard
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 66 1 67 0 0 1 1 1 37 0 38 0 0 0 0 106
07:15 AM 0 67 0 67 0 0 1 1 1 52 0 53 0 0 0 0 121
07:30 AM 0 110 0 110 0 0 6 6 0 136 0 136 0 0 0 0 252
07:45 AM 3 157 2 162 1 0 5 6 4 100 0 104 0 0 0 0 272
Total 3 400 3 406 1 0 13 14 6 325 0 331 0 0 0 0 751
08:00 AM 4 113 5 122 0 0 3 3 1 47 0 48 0 0 2 2 175
08:15 AM 2 89 0 91 0 0 0 0 1 57 1 59 0 0 0 0 150
08:30 AM 0 47 1 48 1 0 2 3 1 73 0 74 0 0 0 0 125
08:45 AM 0 34 0 34 0 0 0 0 0 38 0 38 0 0 0 0 72
Total 6 283 6 295 1 0 5 6 3 215 1 219 0 0 2 2 522
Grand Total 9 683 9 701 2 0 18 20 9 540 1 550 0 0 2 2 1273 Apprch % 1.3 97.4 1.3 10 0 90 1.6 98.2 0.2 0 0 100
Total % 0.7 53.7 0.7 55.1 0.2 0 1.4 1.6 0.7 42.4 0.1 43.2 0 0 0.2 0.2 Locust Avenue
Southbound
West Coast Boulevard
Westbound
Locust Avenue
Northbound
West Coast Boulevard
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 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 110 0 110 0 0 6 6 0 136 0 136 0 0 0 0 252
07:45 AM 3 157 2 162 1 0 5 6 4 100 0 104 0 0 0 0 272
08:00 AM 4 113 5 122 0 0 3 3 1 47 0 48 0 0 2 2 175
08:15 AM 2 89 0 91 0 0 0 0 1 57 1 59 0 0 0 0 150
Total Volume 9 469 7 485 1 0 14 15 6 340 1 347 0 0 2 2 849 % App. Total 1.9 96.7 1.4 6.7 0 93.3 1.7 98 0.3 0 0 100 PHF .563 .747 .350 .748 .250 .000 .583 .625 .375 .625 .250 .638 .000 .000 .250 .250 .780 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_RLT_Loc_W Coa AM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: West Coast Boulevard
Weather: Clear
Locust Avenue
West Coast Boulevard
West Coast Boulevard
Locust Avenue
Right
7 Thru
469
Left
9 InOut Total
354 485 839
Right
14 Thru
0 Left
1 OutTotal In
10 15 25
Left
6 Thru
340
Right
1 Out TotalIn
472 347 819
Left
0 Thru
0 Right
2 TotalOut In
13 2 15
Peak Hour Begins at 07:30 AM

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 07:30 AM
+0 mins. 0 110 0 110 0 0 6 6 0 136 0 136 0 0 0 0
+15 mins. 3 157 2 162 1 0 5 6 4 100 0 104 0 0 0 0
+30 mins. 4 113 5 122 0 0 3 3 1 47 0 48 0 0 2 2
+45 mins. 2 89 0 91 0 0 0 0 1 57 1 59 0 0 0 0
Total Volume 9 469 7 485 1 0 14 15 6 340 1 347 0 0 2 2
% App. Total 1.9 96.7 1.4 6.7 0 93.3 1.7 98 0.3 0 0 100 PHF .563 .747 .350 .748 .250 .000 .583 .625 .375 .625 .250 .638 .000 .000 .250 .250 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_RLT_Loc_W Coa AM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 1
City of Rialto
N/S: Locust Avenue
E/W: West Coast Boulevard
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Locust Avenue
Southbound
West Coast Boulevard
Westbound
Locust Avenue
Northbound
West Coast Boulevard
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 3 1 4 0 0 0 0 0 3 0 3 0 0 0 0 7
07:15 AM 0 7 0 7 0 0 0 0 0 2 0 2 0 0 0 0 9
07:30 AM 0 2 0 2 0 0 0 0 0 5 0 5 0 0 0 0 7
07:45 AM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 1 1 3
Total 0 13 1 14 0 0 0 0 0 11 0 11 0 0 1 1 26
08:00 AM 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3
08:15 AM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
08:30 AM 0 4 0 4 0 0 0 0 0 2 0 2 0 0 0 0 6
08:45 AM 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 2
Total 0 8 0 8 0 0 0 0 0 5 0 5 0 0 0 0 13
Grand Total 0 21 1 22 0 0 0 0 0 16 0 16 0 0 1 1 39
Apprch % 0 95.5 4.5 0 0 0 0 100 0 0 0 100
Total % 0 53.8 2.6 56.4 0 0 0 0 0 41 0 41 0 0 2.6 2.6
Locust Avenue
Southbound
West Coast Boulevard
Westbound
Locust Avenue
Northbound
West Coast Boulevard
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 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 2 0 2 0 0 0 0 0 5 0 5 0 0 0 0 7
07:45 AM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 1 1 3
08:00 AM 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3
08:15 AM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
Total Volume 0 7 0 7 0 0 0 0 0 7 0 7 0 0 1 1 15
% App. Total 0 100 0 0 0 0 0 100 0 0 0 100
PHF .000 .583 .000 .583 .000 .000 .000 .000 .000 .350 .000 .350 .000 .000 .250 .250 .536 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_RLT_Loc_W Coa AM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: West Coast Boulevard
Weather: Clear
Locust Avenue
West Coast Boulevard
West Coast Boulevard
Locust Avenue
Right
0 Thru
7 Left
0 InOut Total
7 7 14
Right
0 Thru
0 Left
0 OutTotal In
0 0 0
Left
0 Thru
7 Right
0 Out TotalIn
8 7 15
Left
0 Thru
0 Right
1 TotalOut In
0 1 1
Peak Hour Begins at 07:30 AM

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 07:30 AM
+0 mins. 0 2 0 2 0 0 0 0 0 5 0 5 0 0 0 0
+15 mins. 0 1 0 1 0 0 0 0 0 1 0 1 0 0 1 1
+30 mins. 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 0
+45 mins. 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0
Total Volume 0 7 0 7 0 0 0 0 0 7 0 7 0 0 1 1
% App. Total 0 100 0 0 0 0 0 100 0 0 0 100
PHF .000 .583 .000 .583 .000 .000 .000 .000 .000 .350 .000 .350 .000 .000 .250 .250 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_RLT_Loc_W Coa AM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: West Coast Boulevard
Weather: Clear
Locust Avenue
West Coast Boulevard
West Coast Boulevard
Locust Avenue
Right
0 Thru
9 Left
0 InOut Total
10 9 19
Right
0 Thru
0 Left
0 OutTotal In
0 0 0
Left
0 Thru
10 Right
0 Out TotalIn
9 10 19
Left
0 Thru
0 Right
0 TotalOut In
0 0 0
Peak Hour Begins at 07:30 AM

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 07:30 AM
+0 mins. 0 1 0 1 0 0 0 0 0 3 0 3 0 0 0 0
+15 mins. 0 1 0 1 0 0 0 0 0 2 0 2 0 0 0 0
+30 mins. 0 4 0 4 0 0 0 0 0 3 0 3 0 0 0 0
+45 mins. 0 3 0 3 0 0 0 0 0 2 0 2 0 0 0 0
Total Volume 0 9 0 9 0 0 0 0 0 10 0 10 0 0 0 0
% App. Total 0 100 0 0 0 0 0 100 0 0 0 0
PHF .000 .563 .000 .563 .000 .000 .000 .000 .000 .833 .000 .833 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_RLT_Loc_W Coa AM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 1
City of Rialto
N/S: Locust Avenue
E/W: West Coast Boulevard
Weather: Clear
Groups Printed- 4+ Axle Trucks
Locust Avenue
Southbound
West Coast Boulevard
Westbound
Locust Avenue
Northbound
West Coast Boulevard
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 9 0 9 0 0 0 0 0 5 0 5 0 0 0 0 14
07:15 AM 0 9 0 9 0 0 0 0 0 3 0 3 0 0 0 0 12
07:30 AM 0 11 0 11 0 0 0 0 0 6 0 6 0 0 0 0 17
07:45 AM 0 14 0 14 0 0 0 0 0 6 0 6 0 0 0 0 20
Total 0 43 0 43 0 0 0 0 0 20 0 20 0 0 0 0 63
08:00 AM 0 5 0 5 0 0 0 0 0 9 0 9 0 0 0 0 14
08:15 AM 0 9 0 9 0 0 0 0 0 2 0 2 0 0 0 0 11
08:30 AM 0 12 0 12 0 0 0 0 0 3 0 3 0 0 0 0 15
08:45 AM 0 13 0 13 0 0 0 0 0 2 0 2 0 0 0 0 15
Total 0 39 0 39 0 0 0 0 0 16 0 16 0 0 0 0 55
Grand Total 0 82 0 82 0 0 0 0 0 36 0 36 0 0 0 0 118
Apprch % 0 100 0 0 0 0 0 100 0 0 0 0
Total % 0 69.5 0 69.5 0 0 0 0 0 30.5 0 30.5 0 0 0 0
Locust Avenue
Southbound
West Coast Boulevard
Westbound
Locust Avenue
Northbound
West Coast Boulevard
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 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 11 0 11 0 0 0 0 0 6 0 6 0 0 0 0 17
07:45 AM 0 14 0 14 0 0 0 0 0 6 0 6 0 0 0 0 20
08:00 AM 0 5 0 5 0 0 0 0 0 9 0 9 0 0 0 0 14
08:15 AM 0 9 0 9 0 0 0 0 0 2 0 2 0 0 0 0 11
Total Volume 0 39 0 39 0 0 0 0 0 23 0 23 0 0 0 0 62
% App. Total 0 100 0 0 0 0 0 100 0 0 0 0
PHF .000 .696 .000 .696 .000 .000 .000 .000 .000 .639 .000 .639 .000 .000 .000 .000 .775 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_RLT_Loc_W Coa AM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: West Coast Boulevard
Weather: Clear
Locust Avenue
West Coast Boulevard
West Coast Boulevard
Locust Avenue
Right
0 Thru
39 Left
0 InOut Total
23 39 62
Right
0 Thru
0 Left
0 OutTotal In
0 0 0
Left
0 Thru
23 Right
0 Out TotalIn
39 23 62
Left
0 Thru
0 Right
0 TotalOut In
0 0 0
Peak Hour Begins at 07:30 AM

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 07:30 AM
+0 mins. 0 11 0 11 0 0 0 0 0 6 0 6 0 0 0 0
+15 mins. 0 14 0 14 0 0 0 0 0 6 0 6 0 0 0 0
+30 mins. 0 5 0 5 0 0 0 0 0 9 0 9 0 0 0 0
+45 mins. 0 9 0 9 0 0 0 0 0 2 0 2 0 0 0 0
Total Volume 0 39 0 39 0 0 0 0 0 23 0 23 0 0 0 0
% App. Total 0 100 0 0 0 0 0 100 0 0 0 0
PHF .000 .696 .000 .696 .000 .000 .000 .000 .000 .639 .000 .639 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_RLT_Loc_W Coa PM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 1
City of Rialto
N/S: Locust Avenue
E/W: West Coast Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Locust Avenue
Southbound
West Coast Boulevard
Westbound
Locust Avenue
Northbound
West Coast Boulevard
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 4 64 0 68 0 0 1 1 0 104 0 104 0 0 0 0 173
04:15 PM 1 104 0 105 0 0 0 0 0 119 0 119 0 0 0 0 224
04:30 PM 0 173 0 173 2 0 1 3 0 72 0 72 3 0 8 11 259
04:45 PM 0 65 0 65 0 0 1 1 0 62 2 64 0 0 0 0 130
Total 5 406 0 411 2 0 3 5 0 357 2 359 3 0 8 11 786
05:00 PM 1 55 0 56 0 0 1 1 0 54 1 55 0 0 0 0 112
05:15 PM 0 54 0 54 0 0 0 0 0 68 1 69 0 0 0 0 123
05:30 PM 1 65 0 66 0 0 0 0 0 80 0 80 0 0 0 0 146
05:45 PM 3 52 0 55 1 0 2 3 0 72 1 73 0 0 0 0 131
Total 5 226 0 231 1 0 3 4 0 274 3 277 0 0 0 0 512
Grand Total 10 632 0 642 3 0 6 9 0 631 5 636 3 0 8 11 1298 Apprch % 1.6 98.4 0 33.3 0 66.7 0 99.2 0.8 27.3 0 72.7 Total % 0.8 48.7 0 49.5 0.2 0 0.5 0.7 0 48.6 0.4 49 0.2 0 0.6 0.8 Passenger Vehicles 10 603 0 613 3 0 6 9 0 603 5 608 3 0 8 11 1241 % Passenger Vehicles
100 95.4 0 95.5 100 0 100 100 0 95.6 100 95.6 100 0 100 100 95.6 Large 2 Axle Vehicles 0 6 0 6 0 0 0 0 0 7 0 7 0 0 0 0 13 % Large 2 Axle Vehicles
0 0.9 0 0.9 0 0 0 0 0 1.1 0 1.1 0 0 0 0 1
3 Axle Vehicles 0 8 0 8 0 0 0 0 0 6 0 6 0 0 0 0 14
% 3 Axle Vehicles 0 1.3 0 1.2 0 0 0 0 0 1 0 0.9 0 0 0 0 1.1 4+ Axle Trucks 0 15 0 15 0 0 0 0 0 15 0 15 0 0 0 0 30
% 4+ Axle Trucks 0 2.4 0 2.3 0 0 0 0 0 2.4 0 2.4 0 0 0 0 2.3 Locust Avenue
Southbound
West Coast Boulevard
Westbound
Locust Avenue
Northbound
West Coast Boulevard
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 04:00 PM
04:00 PM 4 64 0 68 0 0 1 1 0 104 0 104 0 0 0 0 173
04:15 PM 1 104 0 105 0 0 0 0 0 119 0 119 0 0 0 0 224
04:30 PM 0 173 0 173 2 0 1 3 0 72 0 72 3 0 8 11 259
04:45 PM 0 65 0 65 0 0 1 1 0 62 2 64 0 0 0 0 130
Total Volume 5 406 0 411 2 0 3 5 0 357 2 359 3 0 8 11 786 % App. Total 1.2 98.8 0 40 0 60 0 99.4 0.6 27.3 0 72.7 PHF .313 .587 .000 .594 .250 .000 .750 .417 .000 .750 .250 .754 .250 .000 .250 .250 .759 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_RLT_Loc_W Coa PM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: West Coast Boulevard
Weather: Clear
Locust Avenue
West Coast Boulevard
West Coast Boulevard
Locust Avenue
Right
0 Thru
406
Left
5 InOut Total
363 411 774
Right
3 Thru
0 Left
2 OutTotal In
7 5 12
Left
0 Thru
357
Right
2 Out TotalIn
416 359 775
Left
3 Thru
0 Right
8 TotalOut In
0 11 11
Peak Hour Begins at 04:00 PM

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 04:00 PM
+0 mins. 4 64 0 68 0 0 1 1 0 104 0 104 0 0 0 0
+15 mins. 1 104 0 105 0 0 0 0 0 119 0 119 0 0 0 0
+30 mins. 0 173 0 173 2 0 1 3 0 72 0 72 3 0 8 11
+45 mins. 0 65 0 65 0 0 1 1 0 62 2 64 0 0 0 0
Total Volume 5 406 0 411 2 0 3 5 0 357 2 359 3 0 8 11
% App. Total 1.2 98.8 0 40 0 60 0 99.4 0.6 27.3 0 72.7 PHF .313 .587 .000 .594 .250 .000 .750 .417 .000 .750 .250 .754 .250 .000 .250 .250 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_RLT_Loc_W Coa PM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 1
City of Rialto
N/S: Locust Avenue
E/W: West Coast Boulevard
Weather: Clear
Groups Printed- Passenger Vehicles
Locust Avenue
Southbound
West Coast Boulevard
Westbound
Locust Avenue
Northbound
West Coast Boulevard
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 4 62 0 66 0 0 1 1 0 101 0 101 0 0 0 0 168
04:15 PM 1 97 0 98 0 0 0 0 0 116 0 116 0 0 0 0 214
04:30 PM 0 169 0 169 2 0 1 3 0 69 0 69 3 0 8 11 252
04:45 PM 0 61 0 61 0 0 1 1 0 57 2 59 0 0 0 0 121
Total 5 389 0 394 2 0 3 5 0 343 2 345 3 0 8 11 755
05:00 PM 1 53 0 54 0 0 1 1 0 53 1 54 0 0 0 0 109
05:15 PM 0 48 0 48 0 0 0 0 0 65 1 66 0 0 0 0 114
05:30 PM 1 63 0 64 0 0 0 0 0 74 0 74 0 0 0 0 138
05:45 PM 3 50 0 53 1 0 2 3 0 68 1 69 0 0 0 0 125
Total 5 214 0 219 1 0 3 4 0 260 3 263 0 0 0 0 486
Grand Total 10 603 0 613 3 0 6 9 0 603 5 608 3 0 8 11 1241 Apprch % 1.6 98.4 0 33.3 0 66.7 0 99.2 0.8 27.3 0 72.7 Total % 0.8 48.6 0 49.4 0.2 0 0.5 0.7 0 48.6 0.4 49 0.2 0 0.6 0.9 Locust Avenue
Southbound
West Coast Boulevard
Westbound
Locust Avenue
Northbound
West Coast Boulevard
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 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 4 62 0 66 0 0 1 1 0 101 0 101 0 0 0 0 168
04:15 PM 1 97 0 98 0 0 0 0 0 116 0 116 0 0 0 0 214
04:30 PM 0 169 0 169 2 0 1 3 0 69 0 69 3 0 8 11 252
04:45 PM 0 61 0 61 0 0 1 1 0 57 2 59 0 0 0 0 121
Total Volume 5 389 0 394 2 0 3 5 0 343 2 345 3 0 8 11 755 % App. Total 1.3 98.7 0 40 0 60 0 99.4 0.6 27.3 0 72.7 PHF .313 .575 .000 .583 .250 .000 .750 .417 .000 .739 .250 .744 .250 .000 .250 .250 .749 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_RLT_Loc_W Coa PM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: West Coast Boulevard
Weather: Clear
Locust Avenue
West Coast Boulevard
West Coast Boulevard
Locust Avenue
Right
0 Thru
389
Left
5 InOut Total
349 394 743
Right
3 Thru
0 Left
2 OutTotal In
7 5 12
Left
0 Thru
343
Right
2 Out TotalIn
399 345 744
Left
3 Thru
0 Right
8 TotalOut In
0 11 11
Peak Hour Begins at 04:00 PM

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 04:00 PM
+0 mins. 4 62 0 66 0 0 1 1 0 101 0 101 0 0 0 0
+15 mins. 1 97 0 98 0 0 0 0 0 116 0 116 0 0 0 0
+30 mins. 0 169 0 169 2 0 1 3 0 69 0 69 3 0 8 11
+45 mins. 0 61 0 61 0 0 1 1 0 57 2 59 0 0 0 0
Total Volume 5 389 0 394 2 0 3 5 0 343 2 345 3 0 8 11
% App. Total 1.3 98.7 0 40 0 60 0 99.4 0.6 27.3 0 72.7 PHF .313 .575 .000 .583 .250 .000 .750 .417 .000 .739 .250 .744 .250 .000 .250 .250 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_RLT_Loc_W Coa PM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 1
City of Rialto
N/S: Locust Avenue
E/W: West Coast Boulevard
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Locust Avenue
Southbound
West Coast Boulevard
Westbound
Locust Avenue
Northbound
West Coast Boulevard
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 1 0 1 0 0 0 0 1
04:15 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
04:30 PM 0 2 0 2 0 0 0 0 0 2 0 2 0 0 0 0 4
04:45 PM 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 2
Total 0 3 0 3 0 0 0 0 0 5 0 5 0 0 0 0 8
05:00 PM 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2
05:15 PM 0 0 0 0 0 0 0 0 0 1 0 1 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 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
Total 0 3 0 3 0 0 0 0 0 2 0 2 0 0 0 0 5
Grand Total 0 6 0 6 0 0 0 0 0 7 0 7 0 0 0 0 13
Apprch % 0 100 0 0 0 0 0 100 0 0 0 0
Total % 0 46.2 0 46.2 0 0 0 0 0 53.8 0 53.8 0 0 0 0
Locust Avenue
Southbound
West Coast Boulevard
Westbound
Locust Avenue
Northbound
West Coast Boulevard
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 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 1 0 1 0 0 0 0 1
04:15 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
04:30 PM 0 2 0 2 0 0 0 0 0 2 0 2 0 0 0 0 4
04:45 PM 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 2
Total Volume 0 3 0 3 0 0 0 0 0 5 0 5 0 0 0 0 8
% App. Total 0 100 0 0 0 0 0 100 0 0 0 0
PHF .000 .375 .000 .375 .000 .000 .000 .000 .000 .625 .000 .625 .000 .000 .000 .000 .500 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_RLT_Loc_W Coa PM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: West Coast Boulevard
Weather: Clear
Locust Avenue
West Coast Boulevard
West Coast Boulevard
Locust Avenue
Right
0 Thru
3 Left
0 InOut Total
5 3 8
Right
0 Thru
0 Left
0 OutTotal In
0 0 0
Left
0 Thru
5 Right
0 Out TotalIn
3 5 8
Left
0 Thru
0 Right
0 TotalOut In
0 0 0
Peak Hour Begins at 04:00 PM

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 04:00 PM
+0 mins. 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0
+15 mins. 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 0 2 0 2 0 0 0 0 0 2 0 2 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0
Total Volume 0 3 0 3 0 0 0 0 0 5 0 5 0 0 0 0
% App. Total 0 100 0 0 0 0 0 100 0 0 0 0
PHF .000 .375 .000 .375 .000 .000 .000 .000 .000 .625 .000 .625 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_RLT_Loc_W Coa PM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 1
City of Rialto
N/S: Locust Avenue
E/W: West Coast Boulevard
Weather: Clear
Groups Printed- 3 Axle Vehicles
Locust Avenue
Southbound
West Coast Boulevard
Westbound
Locust Avenue
Northbound
West Coast Boulevard
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 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
04:30 PM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
04:45 PM 0 2 0 2 0 0 0 0 0 1 0 1 0 0 0 0 3
Total 0 4 0 4 0 0 0 0 0 3 0 3 0 0 0 0 7
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 2 0 2 0 0 0 0 0 1 0 1 0 0 0 0 3
05:30 PM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
05:45 PM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
Total 0 4 0 4 0 0 0 0 0 3 0 3 0 0 0 0 7
Grand Total 0 8 0 8 0 0 0 0 0 6 0 6 0 0 0 0 14
Apprch % 0 100 0 0 0 0 0 100 0 0 0 0
Total % 0 57.1 0 57.1 0 0 0 0 0 42.9 0 42.9 0 0 0 0
Locust Avenue
Southbound
West Coast Boulevard
Westbound
Locust Avenue
Northbound
West Coast Boulevard
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 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 0 0 0 0 0 0 0
04:15 PM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
04:30 PM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
04:45 PM 0 2 0 2 0 0 0 0 0 1 0 1 0 0 0 0 3
Total Volume 0 4 0 4 0 0 0 0 0 3 0 3 0 0 0 0 7
% App. Total 0 100 0 0 0 0 0 100 0 0 0 0
PHF .000 .500 .000 .500 .000 .000 .000 .000 .000 .750 .000 .750 .000 .000 .000 .000 .583 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_RLT_Loc_W Coa PM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: West Coast Boulevard
Weather: Clear
Locust Avenue
West Coast Boulevard
West Coast Boulevard
Locust Avenue
Right
0 Thru
4 Left
0 InOut Total
3 4 7
Right
0 Thru
0 Left
0 OutTotal In
0 0 0
Left
0 Thru
3 Right
0 Out TotalIn
4 3 7
Left
0 Thru
0 Right
0 TotalOut In
0 0 0
Peak Hour Begins at 04:00 PM

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 04:00 PM
+0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0
+30 mins. 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0
+45 mins. 0 2 0 2 0 0 0 0 0 1 0 1 0 0 0 0
Total Volume 0 4 0 4 0 0 0 0 0 3 0 3 0 0 0 0
% App. Total 0 100 0 0 0 0 0 100 0 0 0 0
PHF .000 .500 .000 .500 .000 .000 .000 .000 .000 .750 .000 .750 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_RLT_Loc_W Coa PM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 1
City of Rialto
N/S: Locust Avenue
E/W: West Coast Boulevard
Weather: Clear
Groups Printed- 4+ Axle Trucks
Locust Avenue
Southbound
West Coast Boulevard
Westbound
Locust Avenue
Northbound
West Coast Boulevard
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 2 0 2 0 0 0 0 0 2 0 2 0 0 0 0 4
04:15 PM 0 5 0 5 0 0 0 0 0 2 0 2 0 0 0 0 7
04:30 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
04:45 PM 0 2 0 2 0 0 0 0 0 2 0 2 0 0 0 0 4
Total 0 10 0 10 0 0 0 0 0 6 0 6 0 0 0 0 16
05:00 PM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
05:15 PM 0 4 0 4 0 0 0 0 0 1 0 1 0 0 0 0 5
05:30 PM 0 1 0 1 0 0 0 0 0 5 0 5 0 0 0 0 6
05:45 PM 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 2
Total 0 5 0 5 0 0 0 0 0 9 0 9 0 0 0 0 14
Grand Total 0 15 0 15 0 0 0 0 0 15 0 15 0 0 0 0 30
Apprch % 0 100 0 0 0 0 0 100 0 0 0 0
Total % 0 50 0 50 0 0 0 0 0 50 0 50 0 0 0 0
Locust Avenue
Southbound
West Coast Boulevard
Westbound
Locust Avenue
Northbound
West Coast Boulevard
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 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 2 0 2 0 0 0 0 0 2 0 2 0 0 0 0 4
04:15 PM 0 5 0 5 0 0 0 0 0 2 0 2 0 0 0 0 7
04:30 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
04:45 PM 0 2 0 2 0 0 0 0 0 2 0 2 0 0 0 0 4
Total Volume 0 10 0 10 0 0 0 0 0 6 0 6 0 0 0 0 16
% App. Total 0 100 0 0 0 0 0 100 0 0 0 0
PHF .000 .500 .000 .500 .000 .000 .000 .000 .000 .750 .000 .750 .000 .000 .000 .000 .571 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_RLT_Loc_W Coa PM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: West Coast Boulevard
Weather: Clear
Locust Avenue
West Coast Boulevard
West Coast Boulevard
Locust Avenue
Right
0 Thru
10 Left
0 InOut Total
6 10 16
Right
0 Thru
0 Left
0 OutTotal In
0 0 0
Left
0 Thru
6 Right
0 Out TotalIn
10 6 16
Left
0 Thru
0 Right
0 TotalOut In
0 0 0
Peak Hour Begins at 04:00 PM

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 04:00 PM
+0 mins. 0 2 0 2 0 0 0 0 0 2 0 2 0 0 0 0
+15 mins. 0 5 0 5 0 0 0 0 0 2 0 2 0 0 0 0
+30 mins. 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0
+45 mins. 0 2 0 2 0 0 0 0 0 2 0 2 0 0 0 0
Total Volume 0 10 0 10 0 0 0 0 0 6 0 6 0 0 0 0
% App. Total 0 100 0 0 0 0 0 100 0 0 0 0
PHF .000 .500 .000 .500 .000 .000 .000 .000 .000 .750 .000 .750 .000 .000 .000 .000 Counts Unlimited, Inc.

77.2 85.6 82.9 83.5 55.6 95.5 85.7 88 76.7 90.2 94.1 87.2 73.9 95.5 77 80 84.4 Large 2 Axle Vehicles 5 14 4 23 0 5 7 12 3 11 0 14 6 3 2 11 60 % Large 2 Axle Vehicles

4.1 3.1 1.3 2.6 0 2.5 5 3.2 2.9 3.5 0 3.2 2.4 2.7 3.3 2.6 2.8 3 Axle Vehicles 1 12 6 19 13 1 6 20 6 10 1 17 9 2 9 20 76 % 3 Axle Vehicles 0.8 2.7 2 2.2 36.1 0.5 4.3 5.3 5.8 3.2 5.9 3.9 3.6 1.8 14.8 4.8 3.6 4+ Axle Trucks 22 39 42 103 3 3 7 13 15 10 0 25 50 0 3 53 194 % 4+ Axle Trucks 17.9 8.6 13.8 11.7 8.3 1.5 5 3.5 14.6 3.2 0 5.7 20.1 0 4.9 12.6 9.2 Locust Avenue
Southbound
Casmalia Street
Westbound
Locust Avenue
Northbound
Casmalia Street
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 07:30 AM
07:30 AM 15 57 33 105 3 30 25 58 12 69 6 87 29 18 4 51 301 07:45 AM 24 87 35 146 6 28 30 64 15 52 2 69 38 13 7 58 337 08:00 AM 27 74 30 131 10 28 10 48 23 29 1 53 29 13 5 47 279 08:15 AM 11 38 43 92 2 28 18 48 9 37 2 48 40 18 9 67 255 Total Volume 77 256 141 474 21 114 83 218 59 187 11 257 136 62 25 223 1172 % App. Total 16.2 54 29.7 9.6 52.3 38.1 23 72.8 4.3 61 27.8 11.2 PHF .713 .736 .820 .812 .525 .950 .692 .852 .641 .678 .458 .739 .850 .861 .694 .832 .869 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_RLT_Loc_Cas AM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: Casmalia Street
Weather: Clear
Locust Avenue
Casmalia Street
Casmalia Street
Locust Avenue
Right
141
Thru
256
Left
77 InOut Total
406 474 880
Right
83 Thru
114
Left
21 OutTotal In
150 218 368
Left
59 Thru
187
Right
11 Out TotalIn
302 257 559
Left
136
Thru
62 Right
25 TotalOut In
314 223 537
Peak Hour Begins at 07:30 AM

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:
07:45 AM 07:30 AM 07:00 AM 07:45 AM
+0 mins. 24 87 35 146 3 30 25 58 13 37 4 54 38 13 7 58
+15 mins. 27 74 30 131 6 28 30 64 15 41 2 58 29 13 5 47 +30 mins. 11 38 43 92 10 28 10 48 12 69 6 87 40 18 9 67 +45 mins. 13 65 59 137 2 28 18 48 15 52 2 69 34 16 15 65 Total Volume 75 264 167 506 21 114 83 218 55 199 14 268 141 60 36 237 % App. Total 14.8 52.2 33 9.6 52.3 38.1 20.5 74.3 5.2 59.5 25.3 15.2 PHF .694 .759 .708 .866 .525 .950 .692 .852 .917 .721 .583 .770 .881 .833 .600 .884 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_RLT_Loc_Cas AM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 1
City of Rialto
N/S: Locust Avenue
E/W: Casmalia Street
Weather: Clear
Groups Printed- Passenger Vehicles
Locust Avenue
Southbound
Casmalia Street
Westbound
Locust Avenue
Northbound
Casmalia Street
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 9 42 31 82 3 20 19 42 10 33 3 46 14 7 4 25 195 07:15 AM 10 36 33 79 1 21 14 36 12 35 2 49 27 6 5 38 202 07:30 AM 13 50 32 95 2 28 23 53 11 64 6 81 25 18 4 47 276 07:45 AM 18 81 30 129 4 27 28 59 12 52 2 66 28 12 6 46 300 Total 50 209 126 385 10 96 84 190 45 184 13 242 94 43 19 156 973 08:00 AM 22 64 24 110 6 27 9 42 17 25 1 43 18 13 3 34 229 08:15 AM 9 31 36 76 1 28 15 44 6 35 2 43 31 17 7 55 218 08:30 AM 10 53 50 113 2 22 9 33 6 19 0 25 27 16 13 56 227 08:45 AM 4 29 16 49 1 17 3 21 5 23 0 28 14 16 5 35 133
Total 45 177 126 348 10 94 36 140 34 102 3 139 90 62 28 180 807 Grand Total 95 386 252 733 20 190 120 330 79 286 16 381 184 105 47 336 1780 Apprch % 13 52.7 34.4 6.1 57.6 36.4 20.7 75.1 4.2 54.8 31.2 14 Total % 5.3 21.7 14.2 41.2 1.1 10.7 6.7 18.5 4.4 16.1 0.9 21.4 10.3 5.9 2.6 18.9 Locust Avenue
Southbound
Casmalia Street
Westbound
Locust Avenue
Northbound
Casmalia Street
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 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 13 50 32 95 2 28 23 53 11 64 6 81 25 18 4 47 276 07:45 AM 18 81 30 129 4 27 28 59 12 52 2 66 28 12 6 46 300 08:00 AM 22 64 24 110 6 27 9 42 17 25 1 43 18 13 3 34 229 08:15 AM 9 31 36 76 1 28 15 44 6 35 2 43 31 17 7 55 218 Total Volume 62 226 122 410 13 110 75 198 46 176 11 233 102 60 20 182 1023 % App. Total 15.1 55.1 29.8 6.6 55.6 37.9 19.7 75.5 4.7 56 33 11 PHF .705 .698 .847 .795 .542 .982 .670 .839 .676 .688 .458 .719 .823 .833 .714 .827 .853 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_RLT_Loc_Cas AM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: Casmalia Street
Weather: Clear
Locust Avenue
Casmalia Street
Casmalia Street
Locust Avenue
Right
122
Thru
226
Left
62 InOut Total
353 410 763
Right
75 Thru
110
Left
13 OutTotal In
133 198 331
Left
46 Thru
176
Right
11 Out TotalIn
259 233 492
Left
102
Thru
60 Right
20 TotalOut In
278 182 460
Peak Hour Begins at 07:30 AM

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 07:30 AM
+0 mins. 13 50 32 95 2 28 23 53 11 64 6 81 25 18 4 47
+15 mins. 18 81 30 129 4 27 28 59 12 52 2 66 28 12 6 46 +30 mins. 22 64 24 110 6 27 9 42 17 25 1 43 18 13 3 34
+45 mins. 9 31 36 76 1 28 15 44 6 35 2 43 31 17 7 55
Total Volume 62 226 122 410 13 110 75 198 46 176 11 233 102 60 20 182 % App. Total 15.1 55.1 29.8 6.6 55.6 37.9 19.7 75.5 4.7 56 33 11 PHF .705 .698 .847 .795 .542 .982 .670 .839 .676 .688 .458 .719 .823 .833 .714 .827 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_RLT_Loc_Cas AM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 1
City of Rialto
N/S: Locust Avenue
E/W: Casmalia Street
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Locust Avenue
Southbound
Casmalia Street
Westbound
Locust Avenue
Northbound
Casmalia Street
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 1 1 0 3 0 3 0 0 0 0 4
07:15 AM 0 3 1 4 0 0 1 1 1 2 0 3 0 0 0 0 8
07:30 AM 0 1 0 1 0 2 1 3 0 1 0 1 0 0 0 0 5
07:45 AM 1 1 0 2 0 1 0 1 1 0 0 1 1 1 0 2 6
Total 1 5 1 7 0 3 3 6 2 6 0 8 1 1 0 2 23
08:00 AM 3 3 0 6 0 0 0 0 0 0 0 0 0 0 0 0 6
08:15 AM 0 1 0 1 0 0 2 2 0 2 0 2 2 1 0 3 8
08:30 AM 0 4 2 6 0 0 2 2 0 1 0 1 1 0 0 1 10
08:45 AM 1 1 1 3 0 2 0 2 1 2 0 3 2 1 2 5 13
Total 4 9 3 16 0 2 4 6 1 5 0 6 5 2 2 9 37
Grand Total 5 14 4 23 0 5 7 12 3 11 0 14 6 3 2 11 60
Apprch % 21.7 60.9 17.4 0 41.7 58.3 21.4 78.6 0 54.5 27.3 18.2 Total % 8.3 23.3 6.7 38.3 0 8.3 11.7 20 5 18.3 0 23.3 10 5 3.3 18.3 Locust Avenue
Southbound
Casmalia Street
Westbound
Locust Avenue
Northbound
Casmalia Street
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 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 1 0 1 0 2 1 3 0 1 0 1 0 0 0 0 5
07:45 AM 1 1 0 2 0 1 0 1 1 0 0 1 1 1 0 2 6
08:00 AM 3 3 0 6 0 0 0 0 0 0 0 0 0 0 0 0 6
08:15 AM 0 1 0 1 0 0 2 2 0 2 0 2 2 1 0 3 8
Total Volume 4 6 0 10 0 3 3 6 1 3 0 4 3 2 0 5 25
% App. Total 40 60 0 0 50 50 25 75 0 60 40 0
PHF .333 .500 .000 .417 .000 .375 .375 .500 .250 .375 .000 .500 .375 .500 .000 .417 .781 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_RLT_Loc_Cas AM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: Casmalia Street
Weather: Clear
Locust Avenue
Casmalia Street
Casmalia Street
Locust Avenue
Right
0 Thru
6 Left
4 InOut Total
9 10 19
Right
3 Thru
3 Left
0 OutTotal In
6 6 12
Left
1 Thru
3 Right
0 Out TotalIn
6 4 10
Left
3 Thru
2 Right
0 TotalOut In
4 5 9
Peak Hour Begins at 07:30 AM

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 07:30 AM
+0 mins. 0 1 0 1 0 2 1 3 0 1 0 1 0 0 0 0
+15 mins. 1 1 0 2 0 1 0 1 1 0 0 1 1 1 0 2
+30 mins. 3 3 0 6 0 0 0 0 0 0 0 0 0 0 0 0
+45 mins. 0 1 0 1 0 0 2 2 0 2 0 2 2 1 0 3
Total Volume 4 6 0 10 0 3 3 6 1 3 0 4 3 2 0 5
% App. Total 40 60 0 0 50 50 25 75 0 60 40 0
PHF .333 .500 .000 .417 .000 .375 .375 .500 .250 .375 .000 .500 .375 .500 .000 .417 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_RLT_Loc_Cas AM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 1
City of Rialto
N/S: Locust Avenue
E/W: Casmalia Street
Weather: Clear
Groups Printed- 3 Axle Vehicles
Locust Avenue
Southbound
Casmalia Street
Westbound
Locust Avenue
Northbound
Casmalia Street
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 2 0 0 2 1 1 1 3 0 1 3 4 9
07:15 AM 0 1 2 3 2 0 0 2 1 1 0 2 0 0 1 1 8
07:30 AM 0 3 0 3 1 0 0 1 1 1 0 2 1 0 0 1 7
07:45 AM 0 1 0 1 2 0 1 3 0 0 0 0 2 0 1 3 7
Total 0 5 2 7 7 0 1 8 3 3 1 7 3 1 5 9 31
08:00 AM 0 3 1 4 3 0 1 4 0 1 0 1 0 0 1 1 10
08:15 AM 1 2 0 3 1 0 1 2 1 0 0 1 3 0 1 4 10
08:30 AM 0 1 3 4 1 0 2 3 0 2 0 2 2 0 1 3 12
08:45 AM 0 1 0 1 1 1 1 3 2 4 0 6 1 1 1 3 13
Total 1 7 4 12 6 1 5 12 3 7 0 10 6 1 4 11 45
Grand Total 1 12 6 19 13 1 6 20 6 10 1 17 9 2 9 20 76
Apprch % 5.3 63.2 31.6 65 5 30 35.3 58.8 5.9 45 10 45 Total % 1.3 15.8 7.9 25 17.1 1.3 7.9 26.3 7.9 13.2 1.3 22.4 11.8 2.6 11.8 26.3 Locust Avenue
Southbound
Casmalia Street
Westbound
Locust Avenue
Northbound
Casmalia Street
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 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 3 0 3 1 0 0 1 1 1 0 2 1 0 0 1 7
07:45 AM 0 1 0 1 2 0 1 3 0 0 0 0 2 0 1 3 7
08:00 AM 0 3 1 4 3 0 1 4 0 1 0 1 0 0 1 1 10
08:15 AM 1 2 0 3 1 0 1 2 1 0 0 1 3 0 1 4 10
Total Volume 1 9 1 11 7 0 3 10 2 2 0 4 6 0 3 9 34
% App. Total 9.1 81.8 9.1 70 0 30 50 50 0 66.7 0 33.3 PHF .250 .750 .250 .688 .583 .000 .750 .625 .500 .500 .000 .500 .500 .000 .750 .563 .850 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_RLT_Loc_Cas AM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: Casmalia Street
Weather: Clear
Locust Avenue
Casmalia Street
Casmalia Street
Locust Avenue
Right
1 Thru
9 Left
1 InOut Total
11 11 22
Right
3 Thru
0 Left
7 OutTotal In
1 10 11
Left
2 Thru
2 Right
0 Out TotalIn
19 4 23
Left
6 Thru
0 Right
3 TotalOut In
3 9 12
Peak Hour Begins at 07:30 AM

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 07:30 AM
+0 mins. 0 3 0 3 1 0 0 1 1 1 0 2 1 0 0 1
+15 mins. 0 1 0 1 2 0 1 3 0 0 0 0 2 0 1 3
+30 mins. 0 3 1 4 3 0 1 4 0 1 0 1 0 0 1 1
+45 mins. 1 2 0 3 1 0 1 2 1 0 0 1 3 0 1 4
Total Volume 1 9 1 11 7 0 3 10 2 2 0 4 6 0 3 9
% App. Total 9.1 81.8 9.1 70 0 30 50 50 0 66.7 0 33.3 PHF .250 .750 .250 .688 .583 .000 .750 .625 .500 .500 .000 .500 .500 .000 .750 .563 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_RLT_Loc_Cas AM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 1
City of Rialto
N/S: Locust Avenue
E/W: Casmalia Street
Weather: Clear
Groups Printed- 4+ Axle Trucks
Locust Avenue
Southbound
Casmalia Street
Westbound
Locust Avenue
Northbound
Casmalia Street
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 4 2 6 12 0 1 1 2 2 0 0 2 5 0 0 5 21
07:15 AM 2 7 12 21 1 1 1 3 1 3 0 4 4 0 0 4 32
07:30 AM 2 3 1 6 0 0 1 1 0 3 0 3 3 0 0 3 13
07:45 AM 5 4 5 14 0 0 1 1 2 0 0 2 7 0 0 7 24
Total 13 16 24 53 1 2 4 7 5 6 0 11 19 0 0 19 90
08:00 AM 2 4 5 11 1 1 0 2 6 3 0 9 11 0 1 12 34
08:15 AM 1 4 7 12 0 0 0 0 2 0 0 2 4 0 1 5 19
08:30 AM 3 7 4 14 1 0 1 2 1 0 0 1 4 0 1 5 22
08:45 AM 3 8 2 13 0 0 2 2 1 1 0 2 12 0 0 12 29
Total 9 23 18 50 2 1 3 6 10 4 0 14 31 0 3 34 104
Grand Total 22 39 42 103 3 3 7 13 15 10 0 25 50 0 3 53 194 Apprch % 21.4 37.9 40.8 23.1 23.1 53.8 60 40 0 94.3 0 5.7 Total % 11.3 20.1 21.6 53.1 1.5 1.5 3.6 6.7 7.7 5.2 0 12.9 25.8 0 1.5 27.3 Locust Avenue
Southbound
Casmalia Street
Westbound
Locust Avenue
Northbound
Casmalia Street
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 07:30 AM to 08:15 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 2 3 1 6 0 0 1 1 0 3 0 3 3 0 0 3 13
07:45 AM 5 4 5 14 0 0 1 1 2 0 0 2 7 0 0 7 24
08:00 AM 2 4 5 11 1 1 0 2 6 3 0 9 11 0 1 12 34
08:15 AM 1 4 7 12 0 0 0 0 2 0 0 2 4 0 1 5 19
Total Volume 10 15 18 43 1 1 2 4 10 6 0 16 25 0 2 27 90 % App. Total 23.3 34.9 41.9 25 25 50 62.5 37.5 0 92.6 0 7.4 PHF .500 .938 .643 .768 .250 .250 .500 .500 .417 .500 .000 .444 .568 .000 .500 .563 .662 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_RLT_Loc_Cas AM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: Casmalia Street
Weather: Clear
Locust Avenue
Casmalia Street
Casmalia Street
Locust Avenue
Right
18 Thru
15 Left
10 InOut Total
33 43 76
Right
2 Thru
1 Left
1 OutTotal In
10 4 14
Left
10 Thru
6 Right
0 Out TotalIn
18 16 34
Left
25 Thru
0 Right
2 TotalOut In
29 27 56
Peak Hour Begins at 07:30 AM

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 07:30 AM
+0 mins. 2 3 1 6 0 0 1 1 0 3 0 3 3 0 0 3
+15 mins. 5 4 5 14 0 0 1 1 2 0 0 2 7 0 0 7
+30 mins. 2 4 5 11 1 1 0 2 6 3 0 9 11 0 1 12
+45 mins. 1 4 7 12 0 0 0 0 2 0 0 2 4 0 1 5
Total Volume 10 15 18 43 1 1 2 4 10 6 0 16 25 0 2 27
% App. Total 23.3 34.9 41.9 25 25 50 62.5 37.5 0 92.6 0 7.4 PHF .500 .938 .643 .768 .250 .250 .500 .500 .417 .500 .000 .444 .568 .000 .500 .563 Counts Unlimited, Inc.

97.2 94.6 97.5 96.1 85 97.9 92 95.8 89.1 95.5 81.6 93 97 97 91 95.9 95.3 Large 2 Axle Vehicles 1 6 2 9 0 3 3 6 2 0 1 3 0 2 3 5 23 % Large 2 Axle Vehicles

0.6 1.5 0.6 1 0 1.1 3 1.5 1.6 0 2.6 0.6 0 0.5 2.1 0.6 0.9 3 Axle Vehicles 1 7 3 11 1 2 3 6 1 2 1 4 2 8 3 13 34
% 3 Axle Vehicles 0.6 1.8 0.9 1.2 5 0.7 3 1.5 0.8 0.5 2.6 0.7 0.8 2 2.1 1.7 1.3 4+ Axle Trucks 3 8 3 14 2 1 2 5 11 15 5 31 5 2 7 14 64
% 4+ Axle Trucks 1.7 2.1 0.9 1.6 10 0.4 2 1.2 8.5 4 13.2 5.7 2.1 0.5 4.8 1.8 2.5 Locust Avenue
Southbound
Casmalia Street
Westbound
Locust Avenue
Northbound
Casmalia Street
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 04:00 PM
04:00 PM 27 34 34 95 1 39 26 66 18 54 5 77 36 41 20 97 335 04:15 PM 27 43 30 100 3 31 15 49 18 59 1 78 28 58 26 112 339 04:30 PM 49 86 85 220 1 41 8 50 20 48 9 77 29 47 14 90 437 04:45 PM 22 48 41 111 3 38 11 52 18 37 11 66 30 53 19 102 331 Total Volume 125 211 190 526 8 149 60 217 74 198 26 298 123 199 79 401 1442 % App. Total 23.8 40.1 36.1 3.7 68.7 27.6 24.8 66.4 8.7 30.7 49.6 19.7 PHF .638 .613 .559 .598 .667 .909 .577 .822 .925 .839 .591 .955 .854 .858 .760 .895 .825 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_RLT_Loc_Cas PM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: Casmalia Street
Weather: Clear
Locust Avenue
Casmalia Street
Casmalia Street
Locust Avenue
Right
190
Thru
211
Left
125
InOut Total
381 526 907
Right
60 Thru
149
Left
8 OutTotal In
350 217 567
Left
74 Thru
198
Right
26 Out TotalIn
298 298 596
Left
123
Thru
199
Right
79 TotalOut In
413 401 814
Peak Hour Begins at 04:00 PM

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 04:00 PM
+0 mins. 27 34 34 95 1 39 26 66 18 54 5 77 36 41 20 97
+15 mins. 27 43 30 100 3 31 15 49 18 59 1 78 28 58 26 112 +30 mins. 49 86 85 220 1 41 8 50 20 48 9 77 29 47 14 90 +45 mins. 22 48 41 111 3 38 11 52 18 37 11 66 30 53 19 102 Total Volume 125 211 190 526 8 149 60 217 74 198 26 298 123 199 79 401 % App. Total 23.8 40.1 36.1 3.7 68.7 27.6 24.8 66.4 8.7 30.7 49.6 19.7 PHF .638 .613 .559 .598 .667 .909 .577 .822 .925 .839 .591 .955 .854 .858 .760 .895 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_RLT_Loc_Cas PM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 1
City of Rialto
N/S: Locust Avenue
E/W: Casmalia Street
Weather: Clear
Groups Printed- Passenger Vehicles
Locust Avenue
Southbound
Casmalia Street
Westbound
Locust Avenue
Northbound
Casmalia Street
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 27 33 33 93 1 38 26 65 16 52 4 72 36 40 19 95 325 04:15 PM 25 41 30 96 2 30 14 46 15 57 1 73 28 55 22 105 320 04:30 PM 49 84 84 217 1 41 5 47 18 47 7 72 29 44 14 87 423 04:45 PM 22 44 41 107 3 37 10 50 16 36 9 61 29 51 18 98 316 Total 123 202 188 513 7 146 55 208 65 192 21 278 122 190 73 385 1384 05:00 PM 16 39 30 85 1 33 7 41 9 47 5 61 26 46 19 91 278 05:15 PM 14 35 38 87 2 26 10 38 18 41 1 60 28 39 12 79 264 05:30 PM 7 48 27 82 1 37 10 48 10 36 2 48 28 57 13 98 276 05:45 PM 11 44 27 82 6 33 10 49 13 42 2 57 26 50 15 91 279 Total 48 166 122 336 10 129 37 176 50 166 10 226 108 192 59 359 1097 Grand Total 171 368 310 849 17 275 92 384 115 358 31 504 230 382 132 744 2481 Apprch % 20.1 43.3 36.5 4.4 71.6 24 22.8 71 6.2 30.9 51.3 17.7 Total % 6.9 14.8 12.5 34.2 0.7 11.1 3.7 15.5 4.6 14.4 1.2 20.3 9.3 15.4 5.3 30 Locust Avenue
Southbound
Casmalia Street
Westbound
Locust Avenue
Northbound
Casmalia Street
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 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 27 33 33 93 1 38 26 65 16 52 4 72 36 40 19 95 325 04:15 PM 25 41 30 96 2 30 14 46 15 57 1 73 28 55 22 105 320 04:30 PM 49 84 84 217 1 41 5 47 18 47 7 72 29 44 14 87 423 04:45 PM 22 44 41 107 3 37 10 50 16 36 9 61 29 51 18 98 316 Total Volume 123 202 188 513 7 146 55 208 65 192 21 278 122 190 73 385 1384 % App. Total 24 39.4 36.6 3.4 70.2 26.4 23.4 69.1 7.6 31.7 49.4 19 PHF .628 .601 .560 .591 .583 .890 .529 .800 .903 .842 .583 .952 .847 .864 .830 .917 .818 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_RLT_Loc_Cas PM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: Casmalia Street
Weather: Clear
Locust Avenue
Casmalia Street
Casmalia Street
Locust Avenue
Right
188
Thru
202
Left
123
InOut Total
369 513 882
Right
55 Thru
146
Left
7 OutTotal In
334 208 542
Left
65 Thru
192
Right
21 Out TotalIn
282 278 560
Left
122
Thru
190
Right
73 TotalOut In
399 385 784
Peak Hour Begins at 04:00 PM

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 04:00 PM
+0 mins. 27 33 33 93 1 38 26 65 16 52 4 72 36 40 19 95
+15 mins. 25 41 30 96 2 30 14 46 15 57 1 73 28 55 22 105 +30 mins. 49 84 84 217 1 41 5 47 18 47 7 72 29 44 14 87 +45 mins. 22 44 41 107 3 37 10 50 16 36 9 61 29 51 18 98 Total Volume 123 202 188 513 7 146 55 208 65 192 21 278 122 190 73 385 % App. Total 24 39.4 36.6 3.4 70.2 26.4 23.4 69.1 7.6 31.7 49.4 19 PHF .628 .601 .560 .591 .583 .890 .529 .800 .903 .842 .583 .952 .847 .864 .830 .917 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_RLT_Loc_Cas PM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 1
City of Rialto
N/S: Locust Avenue
E/W: Casmalia Street
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Locust Avenue
Southbound
Casmalia Street
Westbound
Locust Avenue
Northbound
Casmalia Street
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 1 2 0 1 0 1 0 0 0 0 0 0 0 0 3
04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1
04:30 PM 0 1 0 1 0 0 2 2 1 0 1 2 0 0 0 0 5
04:45 PM 0 1 0 1 0 1 0 1 0 0 0 0 0 1 1 2 4
Total 0 3 1 4 0 2 2 4 1 0 1 2 0 1 2 3 13
05:00 PM 0 3 0 3 0 0 0 0 0 0 0 0 0 0 1 1 4
05:15 PM 0 0 1 1 0 0 1 1 0 0 0 0 0 1 0 1 3
05:30 PM 0 0 0 0 0 1 0 1 1 0 0 1 0 0 0 0 2
05:45 PM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
Total 1 3 1 5 0 1 1 2 1 0 0 1 0 1 1 2 10
Grand Total 1 6 2 9 0 3 3 6 2 0 1 3 0 2 3 5 23
Apprch % 11.1 66.7 22.2 0 50 50 66.7 0 33.3 0 40 60
Total % 4.3 26.1 8.7 39.1 0 13 13 26.1 8.7 0 4.3 13 0 8.7 13 21.7 Locust Avenue
Southbound
Casmalia Street
Westbound
Locust Avenue
Northbound
Casmalia Street
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 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 1 1 2 0 1 0 1 0 0 0 0 0 0 0 0 3
04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1
04:30 PM 0 1 0 1 0 0 2 2 1 0 1 2 0 0 0 0 5
04:45 PM 0 1 0 1 0 1 0 1 0 0 0 0 0 1 1 2 4
Total Volume 0 3 1 4 0 2 2 4 1 0 1 2 0 1 2 3 13
% App. Total 0 75 25 0 50 50 50 0 50 0 33.3 66.7
PHF .000 .750 .250 .500 .000 .500 .250 .500 .250 .000 .250 .250 .000 .250 .500 .375 .650 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_RLT_Loc_Cas PM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: Casmalia Street
Weather: Clear
Locust Avenue
Casmalia Street
Casmalia Street
Locust Avenue
Right
1 Thru
3 Left
0 InOut Total
2 4 6
Right
2 Thru
2 Left
0 OutTotal In
2 4 6
Left
1 Thru
0 Right
1 Out TotalIn
5 2 7
Left
0 Thru
1 Right
2 TotalOut In
4 3 7
Peak Hour Begins at 04:00 PM

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 04:00 PM
+0 mins. 0 1 1 2 0 1 0 1 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1
+30 mins. 0 1 0 1 0 0 2 2 1 0 1 2 0 0 0 0
+45 mins. 0 1 0 1 0 1 0 1 0 0 0 0 0 1 1 2
Total Volume 0 3 1 4 0 2 2 4 1 0 1 2 0 1 2 3
% App. Total 0 75 25 0 50 50 50 0 50 0 33.3 66.7
PHF .000 .750 .250 .500 .000 .500 .250 .500 .250 .000 .250 .250 .000 .250 .500 .375 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_RLT_Loc_Cas PM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 1
City of Rialto
N/S: Locust Avenue
E/W: Casmalia Street
Weather: Clear
Groups Printed- 3 Axle Vehicles
Locust Avenue
Southbound
Casmalia Street
Westbound
Locust Avenue
Northbound
Casmalia Street
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 1 0 1 0 1 0 1 2
04:15 PM 0 1 0 1 1 0 0 1 1 0 0 1 0 3 2 5 8
04:30 PM 0 0 1 1 0 0 1 1 0 0 0 0 0 2 0 2 4
04:45 PM 0 2 0 2 0 0 1 1 0 0 0 0 0 0 0 0 3
Total 0 3 1 4 1 0 2 3 1 1 0 2 0 6 2 8 17
05:00 PM 0 1 1 2 0 0 0 0 0 0 0 0 0 0 0 0 2
05:15 PM 0 2 1 3 0 1 1 2 0 1 1 2 1 2 1 4 11
05:30 PM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
05:45 PM 0 1 0 1 0 1 0 1 0 0 0 0 1 0 0 1 3
Total 1 4 2 7 0 2 1 3 0 1 1 2 2 2 1 5 17
Grand Total 1 7 3 11 1 2 3 6 1 2 1 4 2 8 3 13 34
Apprch % 9.1 63.6 27.3 16.7 33.3 50 25 50 25 15.4 61.5 23.1 Total % 2.9 20.6 8.8 32.4 2.9 5.9 8.8 17.6 2.9 5.9 2.9 11.8 5.9 23.5 8.8 38.2 Locust Avenue
Southbound
Casmalia Street
Westbound
Locust Avenue
Northbound
Casmalia Street
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 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 1 0 1 0 1 0 1 2
04:15 PM 0 1 0 1 1 0 0 1 1 0 0 1 0 3 2 5 8
04:30 PM 0 0 1 1 0 0 1 1 0 0 0 0 0 2 0 2 4
04:45 PM 0 2 0 2 0 0 1 1 0 0 0 0 0 0 0 0 3
Total Volume 0 3 1 4 1 0 2 3 1 1 0 2 0 6 2 8 17
% App. Total 0 75 25 33.3 0 66.7 50 50 0 0 75 25
PHF .000 .375 .250 .500 .250 .000 .500 .750 .250 .250 .000 .500 .000 .500 .250 .400 .531 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_RLT_Loc_Cas PM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: Casmalia Street
Weather: Clear
Locust Avenue
Casmalia Street
Casmalia Street
Locust Avenue
Right
1 Thru
3 Left
0 InOut Total
3 4 7
Right
2 Thru
0 Left
1 OutTotal In
6 3 9
Left
1 Thru
1 Right
0 Out TotalIn
6 2 8
Left
0 Thru
6 Right
2 TotalOut In
2 8 10
Peak Hour Begins at 04:00 PM

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 04:00 PM
+0 mins. 0 0 0 0 0 0 0 0 0 1 0 1 0 1 0 1
+15 mins. 0 1 0 1 1 0 0 1 1 0 0 1 0 3 2 5
+30 mins. 0 0 1 1 0 0 1 1 0 0 0 0 0 2 0 2
+45 mins. 0 2 0 2 0 0 1 1 0 0 0 0 0 0 0 0
Total Volume 0 3 1 4 1 0 2 3 1 1 0 2 0 6 2 8
% App. Total 0 75 25 33.3 0 66.7 50 50 0 0 75 25
PHF .000 .375 .250 .500 .250 .000 .500 .750 .250 .250 .000 .500 .000 .500 .250 .400 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_RLT_Loc_Cas PM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 1
City of Rialto
N/S: Locust Avenue
E/W: Casmalia Street
Weather: Clear
Groups Printed- 4+ Axle Trucks
Locust Avenue
Southbound
Casmalia Street
Westbound
Locust Avenue
Northbound
Casmalia Street
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 2 1 1 4 0 0 1 1 5
04:15 PM 2 1 0 3 0 1 1 2 2 2 0 4 0 0 1 1 10
04:30 PM 0 1 0 1 0 0 0 0 1 1 1 3 0 1 0 1 5
04:45 PM 0 1 0 1 0 0 0 0 2 1 2 5 1 1 0 2 8
Total 2 3 0 5 0 1 1 2 7 5 4 16 1 2 2 5 28
05:00 PM 0 1 0 1 1 0 0 1 0 1 0 1 1 0 3 4 7
05:15 PM 0 2 1 3 0 0 0 0 1 2 0 3 2 0 1 3 9
05:30 PM 0 1 1 2 0 0 0 0 1 5 0 6 1 0 1 2 10
05:45 PM 1 1 1 3 1 0 1 2 2 2 1 5 0 0 0 0 10
Total 1 5 3 9 2 0 1 3 4 10 1 15 4 0 5 9 36
Grand Total 3 8 3 14 2 1 2 5 11 15 5 31 5 2 7 14 64
Apprch % 21.4 57.1 21.4 40 20 40 35.5 48.4 16.1 35.7 14.3 50 Total % 4.7 12.5 4.7 21.9 3.1 1.6 3.1 7.8 17.2 23.4 7.8 48.4 7.8 3.1 10.9 21.9 Locust Avenue
Southbound
Casmalia Street
Westbound
Locust Avenue
Northbound
Casmalia Street
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 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 2 1 1 4 0 0 1 1 5
04:15 PM 2 1 0 3 0 1 1 2 2 2 0 4 0 0 1 1 10
04:30 PM 0 1 0 1 0 0 0 0 1 1 1 3 0 1 0 1 5
04:45 PM 0 1 0 1 0 0 0 0 2 1 2 5 1 1 0 2 8
Total Volume 2 3 0 5 0 1 1 2 7 5 4 16 1 2 2 5 28
% App. Total 40 60 0 0 50 50 43.8 31.2 25 20 40 40
PHF .250 .750 .000 .417 .000 .250 .250 .250 .875 .625 .500 .800 .250 .500 .500 .625 .700 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_RLT_Loc_Cas PM
Site Code : 10823730
Start Date : 8/15/2023
Page No : 2
City of Rialto
N/S: Locust Avenue
E/W: Casmalia Street
Weather: Clear
Locust Avenue
Casmalia Street
Casmalia Street
Locust Avenue
Right
0 Thru
3 Left
2 InOut Total
7 5 12
Right
1 Thru
1 Left
0 OutTotal In
8 2 10
Left
7 Thru
5 Right
4 Out TotalIn
5 16 21
Left
1 Thru
2 Right
2 TotalOut In
8 5 13
Peak Hour Begins at 04:00 PM

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 04:00 PM
+0 mins. 0 0 0 0 0 0 0 0 2 1 1 4 0 0 1 1
+15 mins. 2 1 0 3 0 1 1 2 2 2 0 4 0 0 1 1
+30 mins. 0 1 0 1 0 0 0 0 1 1 1 3 0 1 0 1
+45 mins. 0 1 0 1 0 0 0 0 2 1 2 5 1 1 0 2
Total Volume 2 3 0 5 0 1 1 2 7 5 4 16 1 2 2 5
% App. Total 40 60 0 0 50 50 43.8 31.2 25 20 40 40
PHF .250 .750 .000 .417 .000 .250 .250 .250 .875 .625 .500 .800 .250 .500 .500 .625 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268

APPENDIX C

PCE WORKSHEETS
Existing Peak Hour Volumes - Classification Counts
1 Locust Avenue at Casa Grande Drive
AM Peak Hour Volumes PM Peak Hour Volumes
Truck Volumes Total Truck Volumes Total
Passenger 2-Axle 3-Axle 4-Axle Total Truck Average PCE Passenger 2-Axle 3-Axle 4-Axle Total Truck Average PCE Vehicles 1.5 2.0 3.0 Trucks %-age PCE PCE Volume Vehicles 1.5 2.0 3.0 Trucks %-age PCE PCE Volume NL 110 3 0 0 3 2.7% 5 1.7 115 204 1 0 0 1 0.5% 2 2.0 206 NT 190 2 6 19 27 12.4% 72 2.7 262 129 1 4 12 17 11.6% 46 2.7 175 NR 0 0 0 0 0 0.0% 0 0.0 0 0 0 0 0 0 0.0% 0 0.0 0
SL 0 0 0 0 0 0.0% 0 0.0 0 0 0 0 0 0 0.0% 0 0.0 0
ST 260 8 14 30 52 16.7% 130 2.5 390 133 2 2 9 13 8.9% 34 2.6 167 SR 15 1 0 0 1 6.3% 2 2.0 17 97 0 0 0 0 0.0% 0 0.0 97
EL 21 0 0 0 0 0.0% 0 0.0 21 92 0 0 0 0 0.0% 0 0.0 92
ET 0 0 0 0 0 0.0% 0 0.0 0 0 0 0 0 0 0.0% 0 0.0 0
ER 241 4 0 1 5 2.0% 9 1.8 250 274 2 0 1 3 1.1% 6 2.0 280 WL 0 0 0 0 0 0.0% 0 0.0 0 0 0 0 0 0 0.0% 0 0.0 0
WT 0 0 0 0 0 0.0% 0 0.0 0 0 0 0 0 0 0.0% 0 0.0 0
WR 0 0 0 0 0 0.0% 0 0.0 0 0 0 0 0 0 0.0% 0 0.0 0
1,055 1,017
North Leg Volumes
Approach 275 9 14 30 53 132 407 230 2 2 9 13 34 264
Depart 211 2 6 19 27 72 283 221 1 4 12 17 46 267
Total 486 11 20 49 80 14.1% 204 2.6 690 451 3 6 21 30 6.2% 80 2.7 531 South Leg Volumes
Approach 300 5 6 19 30 77 377 333 2 4 12 18 48 381
Depart 501 12 14 31 57 139 640 407 4 2 10 16 40 447
Total 801 17 20 50 87 9.8% 216 2.5 1,017 740 6 6 22 34 4.4% 88 2.6 828 East Leg Volumes
Approach 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Depart 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0.0% 0 0.0 0 0 0 0 0 0 0.0% 0 0.0 0
West Leg Volumes
Approach 262 4 0 1 5 9 271 366 2 0 1 3 6 372
Depart 125 4 0 0 4 7 132 301 1 0 0 1 2 303
Total 387 8 0 1 9 2.3% 16 1.8 403 667 3 0 1 4 0.6% 8 2.0 675 All Legs
Approach 837 18 20 50 88 218 1,055 929 6 6 22 34 88 1,017 Depart 837 18 20 50 88 218 1,055 929 6 6 22 34 88 1,017 Total 1,674 36 40 100 176 9.5% 436 2.5 2,110 1,858 12 12 44 68 3.5% 176 2.6 2,034 Existing Peak Hour Volumes - Classification Counts
2 Locust Avenue at West Coast Boulevard
AM Peak Hour Volumes PM Peak Hour Volumes
Truck Volumes Total Truck Volumes Total
Passenger 2-Axle 3-Axle 4-Axle Total Truck Average PCE Passenger 2-Axle 3-Axle 4-Axle Total Truck Average PCE Vehicles 1.5 2.0 3.0 Trucks %-age PCE PCE Volume Vehicles 1.5 2.0 3.0 Trucks %-age PCE PCE Volume NL 6 0 0 0 0 0.0% 0 0.0 6 0 0 0 0 0 0.0% 0 0.0 0
NT 340 7 10 23 40 10.5% 100 2.5 440 343 5 3 6 14 3.9% 32 2.3 375 NR 1 0 0 0 0 0.0% 0 0.0 1 2 0 0 0 0 0.0% 0 0.0 2
SL 9 0 0 0 0 0.0% 0 0.0 9 5 0 0 0 0 0.0% 0 0.0 5
ST 469 7 9 39 55 10.5% 146 2.7 615 389 3 4 10 17 4.2% 43 2.5 432 SR 7 0 0 0 0 0.0% 0 0.0 7 0 0 0 0 0 0.0% 0 0.0 0
EL 0 0 0 0 0 0.0% 0 0.0 0 3 0 0 0 0 0.0% 0 0.0 3
ET 0 0 0 0 0 0.0% 0 0.0 0 0 0 0 0 0 0.0% 0 0.0 0
ER 2 1 0 0 1 33.3% 2 2.0 4 8 0 0 0 0 0.0% 0 0.0 8
WL 1 0 0 0 0 0.0% 0 0.0 1 2 0 0 0 0 0.0% 0 0.0 2
WT 0 0 0 0 0 0.0% 0 0.0 0 0 0 0 0 0 0.0% 0 0.0 0
WR 14 0 0 0 0 0.0% 0 0.0 14 3 0 0 0 0 0.0% 0 0.0 3
1,097 830
North Leg Volumes
Approach 485 7 9 39 55 146 631 394 3 4 10 17 43 437
Depart 354 7 10 23 40 100 454 349 5 3 6 14 32 381
Total 839 14 19 62 95 10.2% 246 2.6 1,085 743 8 7 16 31 4.0% 75 2.4 818 South Leg Volumes
Approach 347 7 10 23 40 100 447 345 5 3 6 14 32 377
Depart 472 8 9 39 56 148 620 399 3 4 10 17 43 442
Total 819 15 19 62 96 10.5% 248 2.6 1,067 744 8 7 16 31 4.0% 75 2.4 819 East Leg Volumes
Approach 15 0 0 0 0 0 15 5 0 0 0 0 0 5
Depart 10 0 0 0 0 0 10 7 0 0 0 0 0 7
Total 25 0 0 0 0 0.0% 0 0.0 25 12 0 0 0 0 0.0% 0 0.0 12 West Leg Volumes
Approach 2 1 0 0 1 2 4 11 0 0 0 0 0 11
Depart 13 0 0 0 0 0 13 0 0 0 0 0 0 0
Total 15 1 0 0 1 6.3% 2 2.0 17 11 0 0 0 0 0.0% 0 0.0 11 All Legs
Approach 849 15 19 62 96 248 1,097 755 8 7 16 31 75 830 Depart 849 15 19 62 96 248 1,097 755 8 7 16 31 75 830
Total 1,698 30 38 124 192 10.2% 496 2.6 2,194 1,510 16 14 32 62 3.9% 150 2.4 1,660 Existing Peak Hour Volumes - Classification Counts
3 Locust Avenue at Casmalia Street
AM Peak Hour Volumes PM Peak Hour Volumes
Truck Volumes Total Truck Volumes Total
Passenger 2-Axle 3-Axle 4-Axle Total Truck Average PCE Passenger 2-Axle 3-Axle 4-Axle Total Truck Average PCE Vehicles 1.5 2.0 3.0 Trucks %-age PCE PCE Volume Vehicles 1.5 2.0 3.0 Trucks %-age PCE PCE Volume NL 46 1 2 10 13 22.0% 36 2.8 82 65 1 1 7 9 12.2% 25 2.8 90 NT 176 3 2 6 11 5.9% 27 2.5 203 192 0 1 5 6 3.0% 17 2.8 209 NR 11 0 0 0 0 0.0% 0 0.0 11 21 1 0 4 5 19.2% 14 2.8 35
SL 62 4 1 10 15 19.5% 38 2.5 100 123 0 0 2 2 1.6% 6 3.0 129 ST 226 6 9 15 30 11.7% 72 2.4 298 202 3 3 3 9 4.3% 20 2.2 222 SR 122 0 1 18 19 13.5% 56 2.9 178 188 1 1 0 2 1.1% 4 2.0 192 EL 102 3 6 25 34 25.0% 92 2.7 194 122 0 0 1 1 0.8% 3 3.0 125 ET 60 2 0 0 2 3.2% 3 1.5 63 190 1 6 2 9 4.5% 20 2.2 210 ER 20 0 3 2 5 20.0% 12 2.4 32 73 2 2 2 6 7.6% 13 2.2 86 WL 13 0 7 1 8 38.1% 17 2.1 30 7 0 1 0 1 12.5% 2 2.0 9
WT 110 3 0 1 4 3.5% 8 2.0 118 146 2 0 1 3 2.0% 6 2.0 152 WR 75 3 3 2 8 9.6% 17 2.1 92 55 2 2 1 5 8.3% 10 2.0 65
1,401 1,524
North Leg Volumes
Approach 410 10 11 43 64 166 576 513 4 4 5 13 30 543
Depart 353 9 11 33 53 136 489 369 2 3 7 12 30 399
Total 763 19 22 76 117 13.3% 302 2.6 1,065 882 6 7 12 25 2.8% 60 2.4 942 South Leg Volumes
Approach 233 4 4 16 24 63 296 278 2 2 16 20 56 334
Depart 259 6 19 18 43 101 360 282 5 6 5 16 35 317
Total 492 10 23 34 67 12.0% 164 2.4 656 560 7 8 21 36 6.0% 91 2.5 651 East Leg Volumes
Approach 198 6 10 4 20 42 240 208 4 3 2 9 18 226
Depart 133 6 1 10 17 41 174 334 2 6 8 16 40 374
Total 331 12 11 14 37 10.1% 83 2.2 414 542 6 9 10 25 4.4% 58 2.3 600 West Leg Volumes
Approach 182 5 9 27 41 107 289 385 3 8 5 16 36 421
Depart 278 4 3 29 36 100 378 399 4 2 8 14 35 434
Total 460 9 12 56 77 14.3% 207 2.7 667 784 7 10 13 30 3.7% 71 2.4 855 All Legs
Approach 1,023 25 34 90 149 378 1,401 1,384 13 17 28 58 140 1,524 Depart 1,023 25 34 90 149 378 1,401 1,384 13 17 28 58 140 1,524 Total 2,046 50 68 180 298 12.7% 756 2.5 2,802 2,768 26 34 56 116 4.0% 280 2.4 3,048 Int NL NT NR SL ST SR EL ET ER WL WT WR
1 115 262 0 0 390 17 21 0 250 0 0 0 Locust Avenue at Casa Grande Drive 2 6 440 1 9 615 7 0 0 4 1 0 14 Locust Avenue at West Coast Boulevard 3 82 203 11 100 298 178 194 63 32 30 118 92 Locust Avenue at Casmalia Street Int NL NT NR SL ST SR EL ET ER WL WT WR
1 206 175 0 0 167 97 92 0 280 0 0 0 Locust Avenue at Casa Grande Drive 2 0 375 2 5 432 0 3 0 8 2 0 3 Locust Avenue at West Coast Boulevard 3 90 209 35 129 222 192 125 210 86 9 152 65 Locust Avenue at Casmalia Street

APPENDIX D

INTERSECTION ANALYSIS

WORKSHEETS
APPENDIX D-1

INTERSECTION ANALYSIS
WORKSHEETS –

EXISTING CONDITIONS
Intersection Analysis Summary
10/25/2023Report File: K:\...\1 - EX AM.pdf
Scenario 1 EX AMVistro File: K:\...\West Coast and Locust Warehouse_AM.vistro
West Coast and Locust Warehouse
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection.

C27.50.427NB LeftHCM 7th
EditionSignalizedLocust Avenue at Casmalia
Street3
E35.80.008WB LeftHCM 7th
EditionTwo-way stopLocust Avenue at West Coast
Boulevard2
D33.40.187EB LeftHCM 7th
EditionTwo-way stopLocust Avenue at Casa
Grande Drive1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Kimley-Horn and Associates, Inc.

Scenario 1: 1 EX AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.187Volume to Capacity (v/c):

DLevel Of Service:

33.4Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 1: Locust Avenue at Casa Grande Drive
Intersection Level Of Service Report
YesYesYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 100000No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Name
Intersection Setup
000Pedestrian Volume [ped/h]
3492924545366161Total Analysis Volume [veh/h]
87761369140Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.71600.71600.71600.71600.71600.7160Peak Hour Factor
2502117390262115Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Growth Factor

0.000.000.000.000.000.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 2502117390262115Base Volume Input [veh/h]
Name
Volumes
Kimley-Horn and Associates, Inc.

Scenario 1: 1 EX AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
DIntersection LOS

7.20d_I, Intersection Delay [s/veh]
CAAApproach LOS

24.340.002.67d_A, Approach Delay [s/veh]
117.6816.530.000.007.367.3695th-Percentile Queue Length [ft/ln]

4.710.660.000.000.290.2995th-Percentile Queue Length [veh/ln] CDAAAAMovement LOS

23.5833.440.000.000.008.75d_M, Delay for Movement [s/veh]

0.650.190.000.010.000.16V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
StopFreeFreePriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 1: 1 EX AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.008Volume to Capacity (v/c):

ELevel Of Service:

35.8Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 2: Locust Avenue at West Coast Boulevard
Intersection Level Of Service Report
YesYesNoNoCrosswalk

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000000000No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
West Coast BoulevardWest Coast BoulevardLocust AvenueName Intersection Setup
0000Pedestrian Volume [ped/h]
180150097761115558Total Analysis Volume [veh/h]
4001002194301392Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.79300.79300.79300.79300.79300.79300.79300.79300.79300.79300.79300.7930Peak Hour Factor 14014007615914406Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 14014007615914406Base Volume Input [veh/h]
West Coast BoulevardWest Coast BoulevardLocust AvenueName Volumes
Kimley-Horn and Associates, Inc.

Scenario 1: 1 EX AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
EIntersection LOS

0.36d_I, Intersection Delay [s/veh]
BBAAApproach LOS

13.3314.150.120.13d_A, Approach Delay [s/veh]

3.293.293.290.950.950.950.460.460.460.330.330.3395th-Percentile Queue Length [ft/ln]

0.130.130.130.040.040.040.020.020.020.010.010.0195th-Percentile Queue Length [veh/ln] BDEBDEAAAAAAMovement LOS

12.0830.8435.8514.1530.4736.600.000.008.530.000.009.28d_M, Delay for Movement [s/veh]

0.030.000.010.010.000.000.000.010.010.000.010.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
StopStopFreeFreePriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 1: 1 EX AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.427Volume to Capacity (v/c):

CLevel Of Service:

27.5Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

SignalizedControl Type:

Intersection 3: Locust Avenue at Casmalia Street
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

0.000.000.000.000.000.00100.000.000.000.000.000.00Exit Pocket Length [ft] 000000100000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 100101101101No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Casmalia StreetLocust AvenueLocust AvenueName
Intersection Setup
Kimley-Horn and Associates, Inc.

Scenario 1: 1 EX AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
1061363537722232053431151323494Total Analysis Volume [veh/h] 263499185651862935824Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.86900.86900.86900.86900.86900.86900.86900.86900.86900.86900.86900.8690Peak Hour Factor 921183032631941782981001120382Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

0.00Proportion of CAVs [%]

0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 921183032631941782981001120382Base Volume Input [veh/h] Casmalia StreetLocust AvenueLocust AvenueName
Volumes
Kimley-Horn and Associates, Inc.

Scenario 1: 1 EX AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoNoNoMinimum Recall

0.02.02.02.02.02.02.02.02.00.02.02.0l2, Clearance Lost Time [s]

0.02.02.02.02.02.02.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 014014140171700170Pedestrian Clearance [s]
050550550050Walk [s]

0.03.03.03.03.03.03.03.03.00.03.03.0Vehicle Extension [s] 0231933332926261202612Split [s]

0.01.01.01.01.01.01.01.01.00.01.01.0All red [s]

0.03.03.03.03.03.03.03.03.00.03.03.0Amber [s]
0303029293030303003030Maximum Green [s]
010510105101050105Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
1,82,3Auxiliary Signal Groups
047883225061Signal Group
PermissPermissProtecteOverlapPermissProtecteOverlapPermissProtectePermissPermissProtecteControl Type Phasing & Timing

0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

0.0Offset [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
Pattern 1Active Pattern
90Cycle Length [s]
-Signal Coordination Group
NoLocated in CBD
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 1: 1 EX AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
117.41123.9440.5823.5256.12220.3056.85195.52128.2163.4764.05106.6395th-Percentile Queue Length [ft/ln]

4.704.961.620.942.248.812.277.825.132.542.564.2795th-Percentile Queue Length [veh/ln]

65.2368.8522.5413.0731.18127.6531.58109.6571.2335.2635.5859.2450th-Percentile Queue Length [ft/ln]

2.612.750.900.521.255.111.264.392.851.411.422.3750th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesNoYesNoNoNoYesCritical Lane Group
DDDCCDABDBBDLane Group LOS

41.8940.6551.3120.0627.9442.775.3815.2650.0913.3913.3751.52d, Delay for Lane Group [s/veh]

0.640.590.580.070.170.810.180.370.790.140.140.78X, volume / capacity Lane Group Results

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

3.662.628.440.050.185.810.371.119.420.320.3110.19d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration

38.2338.0342.8720.0127.7636.965.0114.1540.6713.0713.0641.33d1, Uniform Delay [s] 183212615504362741111936145894910121c, Capacity [veh/h] 163719001810161519001810161519001810186519001810s, saturation flow rate [veh/h]

0.070.070.020.020.040.120.130.180.060.070.070.05(v / s)_i Volume / Saturation Flow Rate

0.110.110.030.340.230.150.690.490.080.480.480.07g / C, Green / Cycle 101033121146244743436g_i, Effective Green Time [s]

2.002.002.000.002.002.000.002.002.002.002.002.00l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 909090909090909090909090C, Cycle Length [s]
CCLRCLRCLCCLLane Group
Lane Group Calculations
Kimley-Horn and Associates, Inc.

Scenario 1: 1 EX AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 51.52 13.38 13.39 50.09 15.26 5.38 42.77 27.94 20.06 51.31 40.75 41.89 Movement LOS D B B D B A D C C D D D
d_A, Approach Delay [s/veh] 23.89 18.24 37.03 42.52
Approach LOS C B D D
d_I, Intersection Delay [s/veh] 27.47
Intersection LOS C
Intersection V/C 0.427
Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersectio 2.317 2.540 2.579 2.249 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 489 489 644 422 d_b, Bicycle Delay [s] 25.69 25.69 20.67 28.01
I_b,int, Bicycle LOS Score for Intersection 1.841 2.654 2.107 1.788 Bicycle LOS A B B A
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
Kimley-Horn and Associates, Inc.

Scenario 1: 1 EX AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
Intersection Analysis Summary
10/25/2023Report File: K:\...\1 - EX PM.pdf
Scenario 1 EX PMVistro File: K:\...\West Coast and Locust Warehouse_PM.vistro
West Coast and Locust Warehouse
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection.

C29.10.361SB LeftHCM 7th
EditionSignalizedLocust Avenue at Casmalia
Street3
C24.20.016WB LeftHCM 7th
EditionTwo-way stopLocust Avenue at West Coast
Boulevard2
F60.70.691EB LeftHCM 7th
EditionTwo-way stopLocust Avenue at Casa
Grande Drive1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Kimley-Horn and Associates, Inc.

Scenario 1: 1 EX PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.691Volume to Capacity (v/c):

FLevel Of Service:

60.7Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 1: Locust Avenue at Casa Grande Drive
Intersection Level Of Service Report
YesYesYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 100000No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Name
Intersection Setup
000Pedestrian Volume [ped/h]
377124131225236277Total Analysis Volume [veh/h]
943133565969Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.74300.74300.74300.74300.74300.7430Peak Hour Factor
2809297167175206Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Growth Factor

0.000.000.000.000.000.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 2809297167175206Base Volume Input [veh/h]
Name
Volumes
Kimley-Horn and Associates, Inc.

Scenario 1: 1 EX PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
FIntersection LOS

11.16d_I, Intersection Delay [s/veh]
DAAApproach LOS

25.920.004.50d_A, Approach Delay [s/veh]

70.84104.560.000.0013.6013.6095th-Percentile Queue Length [ft/ln]

2.834.180.000.000.540.5495th-Percentile Queue Length [veh/ln] BFAAAAMovement LOS

14.4760.740.000.000.008.33d_M, Delay for Movement [s/veh]

0.500.690.000.000.000.23V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
StopFreeFreePriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 1: 1 EX PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.016Volume to Capacity (v/c):

CLevel Of Service:

24.2Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 2: Locust Avenue at West Coast Boulevard
Intersection Level Of Service Report
YesYesNoNoCrosswalk

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
West Coast BoulevardWest Coast BoulevardLocust AvenueName Intersection Setup
0000Pedestrian Volume [ped/h]
40311040569734940Total Analysis Volume [veh/h]
1013010142211240Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.75900.75900.75900.75900.75900.75900.75900.75900.75900.75900.75900.7590Peak Hour Factor 3028030432523750Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 3028030432523750Base Volume Input [veh/h]
West Coast BoulevardWest Coast BoulevardLocust AvenueName Volumes
Kimley-Horn and Associates, Inc.

Scenario 1: 1 EX PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
CIntersection LOS

0.37d_I, Intersection Delay [s/veh]
CCAAApproach LOS

16.9415.400.100.00d_A, Approach Delay [s/veh]

1.741.741.743.243.243.240.290.290.290.000.000.0095th-Percentile Queue Length [ft/ln]

0.070.070.070.130.130.130.010.010.010.000.000.0095th-Percentile Queue Length [veh/ln] BCCBCCAAAAAAMovement LOS

11.5021.7724.1912.2821.9623.980.000.008.350.000.008.55d_M, Delay for Movement [s/veh]

0.010.000.020.020.000.020.000.010.010.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
StopStopFreeFreePriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 1: 1 EX PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.361Volume to Capacity (v/c):

CLevel Of Service:

29.1Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

SignalizedControl Type:

Intersection 3: Locust Avenue at Casmalia Street
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Casmalia StreetLocust AvenueLocust AvenueName
Intersection Setup
Kimley-Horn and Associates, Inc.

Scenario 1: 1 EX PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
791841110425515223326915642253109Total Analysis Volume [veh/h] 20463266438586739116327Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.82500.82500.82500.82500.82500.82500.82500.82500.82500.82500.82500.8250Peak Hour Factor 651529862101251922221293520990Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

0.00Proportion of CAVs [%]

0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 651529862101251922221293520990Base Volume Input [veh/h] Casmalia StreetLocust AvenueLocust AvenueName
Volumes
Kimley-Horn and Associates, Inc.

Scenario 1: 1 EX PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoNoNoMinimum Recall

0.02.02.02.02.02.02.02.02.00.02.02.0l2, Clearance Lost Time [s]

0.02.02.02.02.02.02.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 014014140171700170Pedestrian Clearance [s]
050550550050Walk [s]

0.03.03.03.03.03.03.03.03.00.03.03.0Vehicle Extension [s] 0231933332926261202612Split [s]

0.01.01.01.01.01.01.01.01.00.01.01.0All red [s]

0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

Scenario 1: 1 EX PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
130.05134.6114.2070.58222.43158.3869.11135.83202.1070.5672.61121.8195th-Percentile Queue Length [ft/ln]

5.205.380.572.828.906.342.765.438.082.822.904.8795th-Percentile Queue Length [veh/ln]

72.2574.787.8939.21129.2287.9938.4075.46114.4039.2040.3467.6750th-Percentile Queue Length [ft/ln]

2.892.990.321.575.173.521.543.024.581.571.612.7150th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesNoYesNoNoNoYesCritical Lane Group
DDDCCDABEBBDLane Group LOS

42.3841.3554.1621.7734.2744.315.8812.6467.2812.1212.0850.29d, Delay for Lane Group [s/veh]

0.670.640.420.200.640.750.210.270.970.160.150.79X, volume / capacity Lane Group Results

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

4.003.1310.190.181.745.550.440.6726.410.360.349.45d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration

38.3738.2243.9721.6032.5338.765.4411.9740.8811.7511.7440.84d1, Uniform Delay [s] 191212265333972021096992161922969138c, Capacity [veh/h] 171419001810161519001810161519001810180819001810s, saturation flow rate [veh/h]

0.070.070.010.060.130.080.140.140.090.080.080.06(v / s)_i Volume / Saturation Flow Rate

0.110.110.010.330.210.110.680.520.090.510.510.08g / C, Green / Cycle 101013019106147846467g_i, Effective Green Time [s]

2.002.002.000.002.002.000.002.002.002.002.002.00l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

Scenario 1: 1 EX PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 50.29 12.09 12.12 67.28 12.64 5.88 44.31 34.27 21.77 54.16 41.62 42.38 Movement LOS D B B E B A D C C D D D
d_A, Approach Delay [s/veh] 22.40 23.20 34.71 42.34
Approach LOS C C C D
d_I, Intersection Delay [s/veh] 29.05
Intersection LOS C
Intersection V/C 0.361
Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersectio 2.325 2.524 2.623 2.310 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 489 489 644 422 d_b, Bicycle Delay [s] 25.69 25.69 20.67 28.01
I_b,int, Bicycle LOS Score for Intersection 1.893 2.645 2.403 1.786 Bicycle LOS A B B A
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
Kimley-Horn and Associates, Inc.

Scenario 1: 1 EX PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
APPENDIX D-2

INTERSECTION ANALYSIS
WORKSHEETS –
OPENING YEAR 2025 CONDITIONS
Intersection Analysis Summary
10/25/2023Report File: K:\...\2 - OY 25 AM.pdf
Scenario 2 OY 25 AMVistro File: K:\...\West Coast and Locust Warehouse_AM.vistro
West Coast and Locust Warehouse
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection.

C27.70.444WB LeftHCM 7th
EditionSignalizedLocust Avenue at Casmalia
Street3
E38.70.009WB LeftHCM 7th
EditionTwo-way stopLocust Avenue at West Coast
Boulevard2
E37.30.218EB LeftHCM 7th
EditionTwo-way stopLocust Avenue at Casa
Grande Drive1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Kimley-Horn and Associates, Inc.

Scenario 2: 2 OY 25 AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.218Volume to Capacity (v/c):

ELevel Of Service:

37.3Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 1: Locust Avenue at Casa Grande Drive
Intersection Level Of Service Report
YesYesYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 100000No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Name
Intersection Setup
000Pedestrian Volume [ped/h]
3633125567380168Total Analysis Volume [veh/h]
91861429542Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.71600.71600.71600.71600.71600.7160Peak Hour Factor
2602218406272120Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.0400Growth Factor

0.000.000.000.000.000.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 2502117390262115Base Volume Input [veh/h]
Name
Volumes
Kimley-Horn and Associates, Inc.

Scenario 2: 2 OY 25 AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
EIntersection LOS

8.01d_I, Intersection Delay [s/veh]
DAAApproach LOS

27.430.002.71d_A, Approach Delay [s/veh]
136.7519.810.000.007.717.7195th-Percentile Queue Length [ft/ln]

5.470.790.000.000.310.3195th-Percentile Queue Length [veh/ln] DEAAAAMovement LOS

26.5937.280.000.000.008.83d_M, Delay for Movement [s/veh]

0.700.220.000.010.000.17V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
StopFreeFreePriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 2: 2 OY 25 AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.009Volume to Capacity (v/c):

ELevel Of Service:

38.7Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 2: Locust Avenue at West Coast Boulevard
Intersection Level Of Service Report
YesYesNoNoCrosswalk

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
West Coast BoulevardWest Coast BoulevardLocust AvenueName Intersection Setup
0000Pedestrian Volume [ped/h]
190150098071115788Total Analysis Volume [veh/h]
5001002202301442Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.79300.79300.79300.79300.79300.79300.79300.79300.79300.79300.79300.7930Peak Hour Factor 15014007640914586Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor

0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]

Scenario 2: 2 OY 25 AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
EIntersection LOS

0.36d_I, Intersection Delay [s/veh]
BBAAApproach LOS

13.6514.540.110.13d_A, Approach Delay [s/veh]

3.593.593.590.990.990.990.460.460.460.330.330.3395th-Percentile Queue Length [ft/ln]

0.140.140.140.040.040.040.020.020.020.010.010.0195th-Percentile Queue Length [veh/ln] BDEBDEAAAAAAMovement LOS

12.3332.9238.7114.5432.5039.630.000.008.600.000.009.40d_M, Delay for Movement [s/veh]

0.040.000.010.010.000.000.000.010.010.000.010.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
StopStopFreeFreePriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 2: 2 OY 25 AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.444Volume to Capacity (v/c):

CLevel Of Service:

27.7Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

SignalizedControl Type:

Intersection 3: Locust Avenue at Casmalia Street
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Casmalia StreetLocust AvenueLocust AvenueName
Intersection Setup
Kimley-Horn and Associates, Inc.

Scenario 2: 2 OY 25 AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
1101423638762322133571201324398Total Analysis Volume [veh/h] 283599195853893036124Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.86900.86900.86900.86900.86900.86900.86900.86900.86900.86900.86900.8690Peak Hour Factor 961233133662021853101041121185Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor

0.00Proportion of CAVs [%]

0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]

Scenario 2: 2 OY 25 AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoNoNoMinimum Recall

0.02.02.02.02.02.02.02.02.00.02.02.0l2, Clearance Lost Time [s]

0.02.02.02.02.02.02.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 014014140171700170Pedestrian Clearance [s]
050550550050Walk [s]

0.03.03.03.03.03.03.03.03.00.03.03.0Vehicle Extension [s] 0231933332926261202612Split [s]

0.01.01.01.01.01.01.01.01.00.01.01.0All red [s]

0.03.03.03.03.03.03.03.03.00.03.03.0Amber [s]
0303030303030303003030Maximum Green [s]
010510105101050105Minimum Green [s]
--Lead--Lead--Lead--LeadLead / Lag
1,82,3Auxiliary Signal Groups
047883225061Signal Group
PermissPermissProtecteOverlapPermissProtecteOverlapPermissProtectePermissPermissProtecteControl Type Phasing & Timing

0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

Scenario 2: 2 OY 25 AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
123.06130.0041.7223.8558.93226.9460.18206.56133.3667.3167.93110.7095th-Percentile Queue Length [ft/ln]

4.925.201.670.952.369.082.418.265.332.692.724.4395th-Percentile Queue Length [veh/ln]

68.3672.2223.1813.2532.74132.5433.43117.6374.0937.4037.7461.5050th-Percentile Queue Length [ft/ln]

2.732.890.930.531.315.301.344.712.961.501.512.4650th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesNoYesNoNoNoYesCritical Lane Group
DDDBCDABDBBDLane Group LOS

42.4041.0451.3619.6427.6742.525.5115.9549.8213.8713.8551.18d, Delay for Lane Group [s/veh]

0.660.620.580.070.170.820.190.390.800.140.140.78X, volume / capacity Lane Group Results

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

4.062.908.520.050.185.800.391.239.290.350.349.98d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration

38.3538.1442.8419.5927.4936.725.1314.7240.5213.5213.5141.20d1, Uniform Delay [s] 183212625624452831107921150879895126c, Capacity [veh/h] 163819001810161519001810161519001810186619001810s, saturation flow rate [veh/h]

0.070.070.020.020.040.130.130.190.070.070.070.05(v / s)_i Volume / Saturation Flow Rate

0.110.110.030.350.230.160.690.490.080.470.470.07g / C, Green / Cycle 101033121146244742426g_i, Effective Green Time [s]

2.002.002.000.002.002.000.002.002.002.002.002.00l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

Scenario 2: 2 OY 25 AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 51.18 13.86 13.87 49.82 15.95 5.51 42.52 27.67 19.64 51.36 41.14 42.40 Movement LOS D B B D B A D C B D D D
d_A, Approach Delay [s/veh] 24.19 18.62 36.74 42.90
Approach LOS C B D D
d_I, Intersection Delay [s/veh] 27.70
Intersection LOS C
Intersection V/C 0.444
Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersectio 2.324 2.550 2.584 2.254 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 489 489 644 422 d_b, Bicycle Delay [s] 25.69 25.69 20.67 28.01
I_b,int, Bicycle LOS Score for Intersection 1.852 2.698 2.131 1.797 Bicycle LOS A B B A
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
Kimley-Horn and Associates, Inc.

Scenario 2: 2 OY 25 AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
Intersection Analysis Summary
10/25/2023Report File: K:\...\2 - OY 25 PM.pdf
Scenario 2 OY 25 PMVistro File: K:\...\West Coast and Locust Warehouse_PM.vistro
West Coast and Locust Warehouse
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection.

C29.90.376SB LeftHCM 7th
EditionSignalizedLocust Avenue at Casmalia
Street3
D25.60.017WB LeftHCM 7th
EditionTwo-way stopLocust Avenue at West Coast
Boulevard2
F77.30.778EB LeftHCM 7th
EditionTwo-way stopLocust Avenue at Casa
Grande Drive1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Kimley-Horn and Associates, Inc.

Scenario 2: 2 OY 25 PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.778Volume to Capacity (v/c):

FLevel Of Service:

77.3Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 1: Locust Avenue at Casa Grande Drive
Intersection Level Of Service Report
YesYesYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 100000No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Name
Intersection Setup
000Pedestrian Volume [ped/h]
392129136234245288Total Analysis Volume [veh/h]
983234596172Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.74300.74300.74300.74300.74300.7430Peak Hour Factor
29196101174182214Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.0400Growth Factor

0.000.000.000.000.000.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 2809297167175206Base Volume Input [veh/h]
Name
Volumes
Kimley-Horn and Associates, Inc.

Scenario 2: 2 OY 25 PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
FIntersection LOS

12.86d_I, Intersection Delay [s/veh]
DAAApproach LOS

30.530.004.53d_A, Approach Delay [s/veh]

78.31125.670.000.0014.2414.2495th-Percentile Queue Length [ft/ln]

3.135.030.000.000.570.5795th-Percentile Queue Length [veh/ln] CFAAAAMovement LOS

15.1477.280.000.000.008.38d_M, Delay for Movement [s/veh]

0.530.780.000.000.000.24V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
StopFreeFreePriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 2: 2 OY 25 PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.017Volume to Capacity (v/c):

DLevel Of Service:

25.6Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 2: Locust Avenue at West Coast Boulevard
Intersection Level Of Service Report
YesYesNoNoCrosswalk

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
West Coast BoulevardWest Coast BoulevardLocust AvenueName Intersection Setup
0000Pedestrian Volume [ped/h]
40311040592735140Total Analysis Volume [veh/h]
1013010148211280Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.75900.75900.75900.75900.75900.75900.75900.75900.75900.75900.75900.7590Peak Hour Factor 3028030449523900Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor

0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]

Scenario 2: 2 OY 25 PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
DIntersection LOS

0.37d_I, Intersection Delay [s/veh]
CCAAApproach LOS

17.6415.950.100.00d_A, Approach Delay [s/veh]

1.841.841.843.413.413.410.290.290.290.000.000.0095th-Percentile Queue Length [ft/ln]

0.070.070.070.140.140.140.010.010.010.000.000.0095th-Percentile Queue Length [veh/ln] BCDBCDAAAAAAMovement LOS

11.6922.8025.5712.5423.0125.340.000.008.410.000.008.62d_M, Delay for Movement [s/veh]

0.010.000.020.020.000.020.000.010.010.000.010.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
StopStopFreeFreePriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 2: 2 OY 25 PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.376Volume to Capacity (v/c):

CLevel Of Service:

29.9Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

SignalizedControl Type:

Intersection 3: Locust Avenue at Casmalia Street
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Casmalia StreetLocust AvenueLocust AvenueName
Intersection Setup
Kimley-Horn and Associates, Inc.

Scenario 2: 2 OY 25 PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
821921110826415824228016244263114Total Analysis Volume [veh/h] 21483276639617041116628Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.82500.82500.82500.82500.82500.82500.82500.82500.82500.82500.82500.8250Peak Hour Factor 681589892181302002311343621794Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor

0.00Proportion of CAVs [%]

0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]

Scenario 2: 2 OY 25 PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoNoNoMinimum Recall

0.02.02.02.02.02.02.02.02.00.02.02.0l2, Clearance Lost Time [s]

0.02.02.02.02.02.02.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 014014140171700170Pedestrian Clearance [s]
050550550050Walk [s]

0.03.03.03.03.03.03.03.03.00.03.03.0Vehicle Extension [s] 0231933332926261202612Split [s]

0.01.01.01.01.01.01.01.01.00.01.01.0All red [s]

0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

Scenario 2: 2 OY 25 PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
136.61141.4114.2072.56228.66164.1873.30145.13219.4474.4276.67127.0195th-Percentile Queue Length [ft/ln]

5.465.660.572.909.156.572.935.818.782.983.075.0895th-Percentile Queue Length [veh/ln]

75.8978.567.8940.31133.8091.2140.7280.63126.6241.3442.6070.5650th-Percentile Queue Length [ft/ln]

3.043.140.321.615.353.651.633.235.061.651.702.8250th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesNoYesNoNoNoYesCritical Lane Group
DDDCCDABFBBDLane Group LOS

43.0041.8554.1621.3934.1844.056.0513.1375.7612.3712.3350.03d, Delay for Lane Group [s/veh]

0.700.660.420.200.650.760.220.291.010.160.160.79X, volume / capacity Lane Group Results

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

4.503.5110.190.181.795.480.470.7334.760.390.369.34d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration

38.5038.3443.9721.2132.3938.575.5812.4041.0011.9811.9640.69d1, Uniform Delay [s] 192212265444042091091979161914961144c, Capacity [veh/h] 171419001810161519001810161519001810180719001810s, saturation flow rate [veh/h]

0.080.070.010.070.140.090.150.150.090.080.080.06(v / s)_i Volume / Saturation Flow Rate

0.110.110.010.340.210.120.680.520.090.510.510.08g / C, Green / Cycle 101013019106146846467g_i, Effective Green Time [s]

2.002.002.000.002.002.000.002.002.002.002.002.00l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

Scenario 2: 2 OY 25 PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 50.03 12.34 12.37 75.76 13.13 6.05 44.05 34.18 21.39 54.16 42.16 43.00 Movement LOS D B B F B A D C C D D D
d_A, Approach Delay [s/veh] 22.55 25.46 34.52 42.86
Approach LOS C C C D
d_I, Intersection Delay [s/veh] 29.90
Intersection LOS C
Intersection V/C 0.376
Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersectio 2.332 2.533 2.630 2.317 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 489 489 644 422 d_b, Bicycle Delay [s] 25.69 25.69 20.67 28.01
I_b,int, Bicycle LOS Score for Intersection 1.907 2.688 2.434 1.795 Bicycle LOS A B B A
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
Kimley-Horn and Associates, Inc.

Scenario 2: 2 OY 25 PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
APPENDIX D-3

INTERSECTION ANALYSIS
WORKSHEETS –
OPENING YEAR 2025 PLUS PROJECT

CONDITIONS
Intersection Analysis Summary
10/25/2023Report File: K:\...\3 - OY 25 WP AM.pdf
Scenario 3 OY 25 WP AMVistro File: K:\...\West Coast and Locust Warehouse_AM.vistro
West Coast and Locust Warehouse
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection.

A8.70.002NB LeftHCM 7th
EditionTwo-way stopWest Coast Boulevard at
Project Driveway103
C23.80.059WB LeftHCM 7th
EditionTwo-way stopLocust Avenue at South
Project Driveway102
C23.10.020WB LeftHCM 7th
EditionTwo-way stopLocust Avenue at North
Project Driveway101
C28.10.471WB LeftHCM 7th
EditionSignalizedLocust Avenue at Casmalia
Street3
E41.50.030WB LeftHCM 7th
EditionTwo-way stopLocust Avenue at West Coast
Boulevard2
E39.10.228EB LeftHCM 7th
EditionTwo-way stopLocust Avenue at Casa
Grande Drive1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY 25 WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.228Volume to Capacity (v/c):

ELevel Of Service:

39.1Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 1: Locust Avenue at Casa Grande Drive
Intersection Level Of Service Report
YesYesYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 100000No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Name
Intersection Setup
000Pedestrian Volume [ped/h]
3633125589385168Total Analysis Volume [veh/h]
91861479642Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.71600.71600.71600.71600.71600.7160Peak Hour Factor
2602218422276120Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
0001640Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.0400Growth Factor

0.000.000.000.000.000.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 2502117390262115Base Volume Input [veh/h]
Name
Volumes
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY 25 WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
EIntersection LOS

8.36d_I, Intersection Delay [s/veh]
DAAApproach LOS

29.310.002.70d_A, Approach Delay [s/veh]
145.4320.830.000.007.717.7195th-Percentile Queue Length [ft/ln]

5.820.830.000.000.310.3195th-Percentile Queue Length [veh/ln] DEAAAAMovement LOS

28.4739.130.000.000.008.90d_M, Delay for Movement [s/veh]

0.720.230.000.010.000.17V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
StopFreeFreePriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY 25 WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.030Volume to Capacity (v/c):

ELevel Of Service:

41.5Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 2: Locust Avenue at West Coast Boulevard
Intersection Level Of Service Report
YesYesNoNoCrosswalk

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
West Coast BoulevardWest Coast BoulevardLocust AvenueName Intersection Setup
0000Pedestrian Volume [ped/h]
200350098201955818Total Analysis Volume [veh/h]
5011002205511452Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.79300.79300.79300.79300.79300.79300.79300.79300.79300.79300.79300.7930Peak Hour Factor 160240076501544616Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
1010000106330Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor

0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]

Scenario 3: 3 OY 25 WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
EIntersection LOS

0.47d_I, Intersection Delay [s/veh]
CBAAApproach LOS

16.5214.710.190.13d_A, Approach Delay [s/veh]

5.495.495.491.011.011.010.800.800.800.340.340.3495th-Percentile Queue Length [ft/ln]

0.220.220.220.040.040.040.030.030.030.010.010.0195th-Percentile Queue Length [veh/ln] BEEBDEAAAAAAMovement LOS

12.7735.1141.5314.7134.3742.260.000.008.630.000.009.45d_M, Delay for Movement [s/veh]

0.040.000.030.010.000.000.000.010.020.000.010.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
StopStopFreeFreePriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY 25 WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.471Volume to Capacity (v/c):

CLevel Of Service:

28.1Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

SignalizedControl Type:

Intersection 3: Locust Avenue at Casmalia Street
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Casmalia StreetLocust AvenueLocust AvenueName
Intersection Setup
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY 25 WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
1151423638762732263611211325898Total Analysis Volume [veh/h] 293599196856903036424Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.86900.86900.86900.86900.86900.86900.86900.86900.86900.86900.86900.8690Peak Hour Factor 1001233133662371963141051122485Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
400003511410130Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor

0.00Proportion of CAVs [%]

0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]

Scenario 3: 3 OY 25 WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoNoNoMinimum Recall

0.02.02.02.02.02.02.02.02.00.02.02.0l2, Clearance Lost Time [s]

0.02.02.02.02.02.02.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 014014140171700170Pedestrian Clearance [s]
050550550050Walk [s]

0.03.03.03.03.03.03.03.03.00.03.03.0Vehicle Extension [s] 0231933332926261202612Split [s]

0.01.01.01.01.01.01.01.01.00.01.01.0All red [s]

0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

Scenario 3: 3 OY 25 WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
125.92133.2341.7222.8356.81257.2164.49218.41134.4075.6476.32110.7095th-Percentile Queue Length [ft/ln]

5.045.331.670.912.2710.292.588.745.383.033.054.4395th-Percentile Queue Length [veh/ln]

69.9674.0223.1812.6831.56155.0935.83126.2774.6642.0242.4061.5050th-Percentile Queue Length [ft/ln]

2.802.960.930.511.266.201.435.052.991.681.702.4650th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesNoYesNoNoNoYesCritical Lane Group
DDDBCDABDBBDLane Group LOS

42.7441.2651.3618.2926.0441.625.5917.5149.7715.2115.1951.18d, Delay for Lane Group [s/veh]

0.680.630.580.060.160.840.200.410.800.160.160.78X, volume / capacity Lane Group Results

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

4.333.068.520.040.155.910.421.439.270.410.409.98d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration

38.4138.1942.8418.2525.8935.715.1716.0840.4914.7914.7941.20d1, Uniform Delay [s] 182212625994883241107878151836851126c, Capacity [veh/h] 163119001810161519001810161519001810186819001810s, saturation flow rate [veh/h]

0.080.070.020.020.040.150.140.190.070.070.070.05(v / s)_i Volume / Saturation Flow Rate

0.110.110.030.370.260.180.690.460.080.450.450.07g / C, Green / Cycle 101033323166242840406g_i, Effective Green Time [s]

2.002.002.000.002.002.000.002.002.002.002.002.00l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

Scenario 3: 3 OY 25 WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 51.18 15.20 15.21 49.77 17.51 5.59 41.62 26.04 18.29 51.36 41.34 42.74 Movement LOS D B B D B A D C B D D D
d_A, Approach Delay [s/veh] 24.75 19.22 36.27 43.12
Approach LOS C B D D
d_I, Intersection Delay [s/veh] 28.12
Intersection LOS C
Intersection V/C 0.471
Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersectio 2.329 2.565 2.593 2.255 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 489 489 644 422 d_b, Bicycle Delay [s] 25.69 25.69 20.67 28.01
I_b,int, Bicycle LOS Score for Intersection 1.864 2.728 2.198 1.801 Bicycle LOS A B B A
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY 25 WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.020Volume to Capacity (v/c):

CLevel Of Service:

23.1Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 101: Locust Avenue at North Project Driveway Intersection Level Of Service Report
YesNoNoCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Locust AvenueLocust AvenueName
Intersection Setup
000Pedestrian Volume [ped/h]
346801116486Total Analysis Volume [veh/h]
1117034122Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.95000.95000.95000.95000.95000.9500Peak Hour Factor
346461015462Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
34110153Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.0400Growth Factor

2.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 0062000441Base Volume Input [veh/h]
Locust AvenueLocust AvenueName
Volumes
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY 25 WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
CIntersection LOS

0.18d_I, Intersection Delay [s/veh]
CAAApproach LOS

18.190.130.00d_A, Approach Delay [s/veh]

1.921.920.460.460.000.0095th-Percentile Queue Length [ft/ln]

0.080.080.020.020.000.0095th-Percentile Queue Length [veh/ln] BCAAAAMovement LOS

11.5923.130.008.400.000.00d_M, Delay for Movement [s/veh]

0.010.020.010.010.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY 25 WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.059Volume to Capacity (v/c):

CLevel Of Service:

23.8Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 102: Locust Avenue at South Project Driveway Intersection Level Of Service Report
YesNoNoCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Locust AvenueLocust AvenueName
Intersection Setup
000Pedestrian Volume [ped/h]
012684036502Total Analysis Volume [veh/h]
0317109126Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.95000.95000.95000.95000.95000.9500Peak Hour Factor
011650034477Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
011503418Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.0400Growth Factor

2.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 0062000441Base Volume Input [veh/h]
Locust AvenueLocust AvenueName
Volumes
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY 25 WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
CIntersection LOS

0.23d_I, Intersection Delay [s/veh]
CAAApproach LOS

23.810.000.00d_A, Approach Delay [s/veh]

4.674.670.000.000.000.0095th-Percentile Queue Length [ft/ln]

0.190.190.000.000.000.0095th-Percentile Queue Length [veh/ln] BCAAAAMovement LOS

12.5823.810.008.490.000.00d_M, Delay for Movement [s/veh]

0.000.060.010.000.000.01V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY 25 WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.002Volume to Capacity (v/c):

ALevel Of Service:

8.7Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 103: West Coast Boulevard at Project Driveway Intersection Level Of Service Report
NoNoYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
West Coast BoulevardWest Coast BoulevardName
Intersection Setup
000Pedestrian Volume [ped/h]
17091102Total Analysis Volume [veh/h]
402301Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.95000.95000.95000.95000.95000.9500Peak Hour Factor
16091002Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
009002Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.0400Growth Factor

2.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 15001000Base Volume Input [veh/h]
West Coast BoulevardWest Coast BoulevardName
Volumes
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY 25 WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
AIntersection LOS

0.44d_I, Intersection Delay [s/veh]
AAAApproach LOS

0.000.008.68d_A, Approach Delay [s/veh]

0.000.000.000.000.150.1595th-Percentile Queue Length [ft/ln]

0.000.000.000.000.010.0195th-Percentile Queue Length [veh/ln] AAAAAAMovement LOS

0.007.260.000.008.398.68d_M, Delay for Movement [s/veh]

0.000.000.000.000.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
FreeFreeStopPriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY 25 WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
Intersection Analysis Summary
10/25/2023Report File: K:\...\3 - OY 25 WP PM.pdf
Scenario 3 OY 25 WP PMVistro File: K:\...\West Coast and Locust Warehouse_PM.vistro
West Coast and Locust Warehouse
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection.

A8.60.009NB LeftHCM 7th
EditionTwo-way stopWest Coast Boulevard at
Project Driveway103
C18.10.086WB LeftHCM 7th
EditionTwo-way stopLocust Avenue at South
Project Driveway102
C17.20.036WB LeftHCM 7th
EditionTwo-way stopLocust Avenue at North
Project Driveway101
C30.30.387SB LeftHCM 7th
EditionSignalizedLocust Avenue at Casmalia
Street3
D26.60.040WB LeftHCM 7th
EditionTwo-way stopLocust Avenue at West Coast
Boulevard2
F84.40.807EB LeftHCM 7th
EditionTwo-way stopLocust Avenue at Casa
Grande Drive1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY 25 WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.807Volume to Capacity (v/c):

FLevel Of Service:

84.4Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 1: Locust Avenue at Casa Grande Drive
Intersection Level Of Service Report
YesYesYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 100000No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Name
Intersection Setup
000Pedestrian Volume [ped/h]
392129136240261288Total Analysis Volume [veh/h]
983234606572Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.74300.74300.74300.74300.74300.7430Peak Hour Factor
29196101178194214Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
0004120Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.0400Growth Factor

0.000.000.000.000.000.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 2809297167175206Base Volume Input [veh/h]
Name
Volumes
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY 25 WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
FIntersection LOS

13.35d_I, Intersection Delay [s/veh]
DAAApproach LOS

32.420.004.40d_A, Approach Delay [s/veh]

79.44132.230.000.0014.2414.2495th-Percentile Queue Length [ft/ln]

3.185.290.000.000.570.5795th-Percentile Queue Length [veh/ln] CFAAAAMovement LOS

15.3084.410.000.000.008.40d_M, Delay for Movement [s/veh]

0.530.810.000.000.000.24V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
StopFreeFreePriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY 25 WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.040Volume to Capacity (v/c):

DLevel Of Service:

26.6Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 2: Locust Avenue at West Coast Boulevard
Intersection Level Of Service Report
YesYesNoNoCrosswalk

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
West Coast BoulevardWest Coast BoulevardLocust AvenueName Intersection Setup
0000Pedestrian Volume [ped/h]
120711040594945220Total Analysis Volume [veh/h]
3023010149211300Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.75900.75900.75900.75900.75900.75900.75900.75900.75900.75900.75900.7590Peak Hour Factor 9058030451733960Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
603000022160Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor

0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]

Scenario 3: 3 OY 25 WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
DIntersection LOS

0.56d_I, Intersection Delay [s/veh]
CCAAApproach LOS

17.5216.240.130.00d_A, Approach Delay [s/veh]

4.934.934.933.503.503.500.380.380.380.000.000.0095th-Percentile Queue Length [ft/ln]

0.200.200.200.140.140.140.020.020.020.000.000.0095th-Percentile Queue Length [veh/ln] BCDBCDAAAAAAMovement LOS

12.2423.6726.5712.5823.4526.310.000.008.440.000.008.63d_M, Delay for Movement [s/veh]

0.020.000.040.020.000.020.000.010.010.000.010.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
StopStopFreeFreePriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY 25 WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.387Volume to Capacity (v/c):

CLevel Of Service:

30.3Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

SignalizedControl Type:

Intersection 3: Locust Avenue at Casmalia Street
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Casmalia StreetLocust AvenueLocust AvenueName
Intersection Setup
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY 25 WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
841921110826416727329116744267114Total Analysis Volume [veh/h] 21483276642687342116728Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.82500.82500.82500.82500.82500.82500.82500.82500.82500.82500.82500.8250Peak Hour Factor 691589892181382252401383622094Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
1000082594030Site-Generated Trips [veh/h]
000000000000In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor

0.00Proportion of CAVs [%]

0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]

Scenario 3: 3 OY 25 WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoNoNoMinimum Recall

0.02.02.02.02.02.02.02.02.00.02.02.0l2, Clearance Lost Time [s]

0.02.02.02.02.02.02.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 014014140171700170Pedestrian Clearance [s]
050550550050Walk [s]

0.03.03.03.03.03.03.03.03.00.03.03.0Vehicle Extension [s] 0231933332926261202612Split [s]

0.01.01.01.01.01.01.01.01.00.01.01.0All red [s]

0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

Scenario 3: 3 OY 25 WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
137.82142.7514.2071.73226.53172.5284.71154.51234.9076.7179.03127.0195th-Percentile Queue Length [ft/ln]

5.515.710.572.879.066.903.396.189.403.073.165.0895th-Percentile Queue Length [veh/ln]

76.5779.317.8939.85132.2495.8447.0685.84136.1742.6243.9070.5650th-Percentile Queue Length [ft/ln]

3.063.170.321.595.293.831.883.435.451.701.762.8250th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesNoYesNoNoNoYesCritical Lane Group
DDDCCDABFBBDLane Group LOS

43.1641.9554.1620.9933.4943.526.2613.6084.3012.7012.6650.03d, Delay for Lane Group [s/veh]

0.700.670.420.190.630.760.250.301.040.170.170.79X, volume / capacity Lane Group Results

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

4.633.5910.190.171.615.280.550.8043.300.400.389.34d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration

38.5338.3643.9720.8231.8838.245.7112.8041.0012.3012.2840.69d1, Uniform Delay [s] 191212265544162201091967161904950144c, Capacity [veh/h] 171119001810161519001810161519001810180819001810s, saturation flow rate [veh/h]

0.080.070.010.070.140.090.170.150.090.080.080.06(v / s)_i Volume / Saturation Flow Rate

0.110.110.010.340.220.120.680.510.090.500.500.08g / C, Green / Cycle 101013120116146845457g_i, Effective Green Time [s]

2.002.002.000.002.002.000.002.002.002.002.002.00l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

Scenario 3: 3 OY 25 WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 50.03 12.68 12.70 84.30 13.60 6.26 43.52 33.49 20.99 54.16 42.27 43.16 Movement LOS D B B F B A D C C D D D
d_A, Approach Delay [s/veh] 22.70 27.01 34.09 42.98
Approach LOS C C C D
d_I, Intersection Delay [s/veh] 30.33
Intersection LOS C
Intersection V/C 0.387
Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersectio 2.336 2.545 2.636 2.318 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 489 489 644 422 d_b, Bicycle Delay [s] 25.69 25.69 20.67 28.01
I_b,int, Bicycle LOS Score for Intersection 1.910 2.766 2.449 1.796 Bicycle LOS A C B A
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY 25 WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.036Volume to Capacity (v/c):

CLevel Of Service:

17.2Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 101: Locust Avenue at North Project Driveway Intersection Level Of Service Report
YesNoNoCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Locust AvenueLocust AvenueName
Intersection Setup
000Pedestrian Volume [ped/h]
61148723414Total Analysis Volume [veh/h]
2312211103Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.95000.95000.95000.95000.95000.9500Peak Hour Factor
61046323393Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
6103231Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.0400Growth Factor

2.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 0044200377Base Volume Input [veh/h]
Locust AvenueLocust AvenueName
Volumes
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY 25 WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
CIntersection LOS

0.30d_I, Intersection Delay [s/veh]
CAAApproach LOS

15.070.030.00d_A, Approach Delay [s/veh]

3.563.560.080.080.000.0095th-Percentile Queue Length [ft/ln]

0.140.140.000.000.000.0095th-Percentile Queue Length [veh/ln] BCAAAAMovement LOS

11.1117.240.008.150.000.00d_M, Delay for Movement [s/veh]

0.010.040.000.000.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY 25 WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.086Volume to Capacity (v/c):

CLevel Of Service:

18.1Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 102: Locust Avenue at South Project Driveway Intersection Level Of Service Report
YesNoNoCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Locust AvenueLocust AvenueName
Intersection Setup
000Pedestrian Volume [ped/h]
02649808417Total Analysis Volume [veh/h]
0712402104Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.95000.95000.95000.95000.95000.9500Peak Hour Factor
02547308396Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
02513084Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.0400Growth Factor

2.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 0044200377Base Volume Input [veh/h]
Locust AvenueLocust AvenueName
Volumes
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY 25 WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
CIntersection LOS

0.50d_I, Intersection Delay [s/veh]
CAAApproach LOS

18.080.000.00d_A, Approach Delay [s/veh]

7.037.030.000.000.000.0095th-Percentile Queue Length [ft/ln]

0.280.280.000.000.000.0095th-Percentile Queue Length [veh/ln] BCAAAAMovement LOS

11.8218.080.008.170.000.00d_M, Delay for Movement [s/veh]

0.000.090.000.000.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY 25 WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.009Volume to Capacity (v/c):

ALevel Of Service:

8.6Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 103: West Coast Boulevard at Project Driveway Intersection Level Of Service Report
NoNoYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
West Coast BoulevardWest Coast BoulevardName
Intersection Setup
000Pedestrian Volume [ped/h]
503709Total Analysis Volume [veh/h]
101202Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.95000.95000.95000.95000.95000.9500Peak Hour Factor
503709Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
003009Site-Generated Trips [veh/h]
000000In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.0400Growth Factor

2.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 500700Base Volume Input [veh/h]
West Coast BoulevardWest Coast BoulevardName
Volumes
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY 25 WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
AIntersection LOS

3.23d_I, Intersection Delay [s/veh]
AAAApproach LOS

0.000.008.61d_A, Approach Delay [s/veh]

0.000.000.000.000.680.6895th-Percentile Queue Length [ft/ln]

0.000.000.000.000.030.0395th-Percentile Queue Length [veh/ln] AAAAAAMovement LOS

0.007.240.000.008.398.61d_M, Delay for Movement [s/veh]

0.000.000.000.000.000.01V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
FreeFreeStopPriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 3: 3 OY 25 WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
APPENDIX D-4

INTERSECTION ANALYSIS
WORKSHEETS –
OPENING YEAR 2025 CUMULATIVE

CONDITIONS
Intersection Analysis Summary
10/25/2023Report File: K:\...\4 - OY 25 CUM AM.pdf
Scenario 4 OY 25 CUM AMVistro File: K:\...\West Coast and Locust Warehouse_AM.vistro
West Coast and Locust Warehouse
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection.

C29.10.502WB LeftHCM 7th
EditionSignalizedLocust Avenue at Casmalia
Street3
E46.50.011WB LeftHCM 7th
EditionTwo-way stopLocust Avenue at West Coast
Boulevard2
E48.50.275EB LeftHCM 7th
EditionTwo-way stopLocust Avenue at Casa
Grande Drive1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Kimley-Horn and Associates, Inc.

Scenario 4: 4 OY 25 CUM AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.275Volume to Capacity (v/c):

ELevel Of Service:

48.5Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 1: Locust Avenue at Casa Grande Drive
Intersection Level Of Service Report
YesYesYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 100000No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Name
Intersection Setup
000Pedestrian Volume [ped/h]
3633125647441168Total Analysis Volume [veh/h]
918616211042Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.71600.71600.71600.71600.71600.7160Peak Hour Factor
2602218463316120Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
00057440In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.0400Growth Factor

0.000.000.000.000.000.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 2502117390262115Base Volume Input [veh/h]
Name
Volumes
Kimley-Horn and Associates, Inc.

Scenario 4: 4 OY 25 CUM AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
EIntersection LOS

9.35d_I, Intersection Delay [s/veh]
EAAApproach LOS

35.870.002.51d_A, Approach Delay [s/veh]
171.5025.790.000.007.717.7195th-Percentile Queue Length [ft/ln]

6.861.030.000.000.310.3195th-Percentile Queue Length [veh/ln] DEAAAAMovement LOS

34.7948.550.000.000.009.08d_M, Delay for Movement [s/veh]

0.780.270.000.010.000.18V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
StopFreeFreePriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 4: 4 OY 25 CUM AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.011Volume to Capacity (v/c):

ELevel Of Service:

46.5Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 2: Locust Avenue at West Coast Boulevard
Intersection Level Of Service Report
YesYesNoNoCrosswalk

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
West Coast BoulevardWest Coast BoulevardLocust AvenueName Intersection Setup
0000Pedestrian Volume [ped/h]
190150098791116338Total Analysis Volume [veh/h]
5001002220301582Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.79300.79300.79300.79300.79300.79300.79300.79300.79300.79300.79300.7930Peak Hour Factor 15014007697915026Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
00000005700440In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor

0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]

Scenario 4: 4 OY 25 CUM AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
EIntersection LOS

0.35d_I, Intersection Delay [s/veh]
BCAAApproach LOS

14.6215.510.110.12d_A, Approach Delay [s/veh]

4.004.004.001.091.091.090.460.460.460.330.330.3395th-Percentile Queue Length [ft/ln]

0.160.160.160.040.040.040.020.020.020.010.010.0195th-Percentile Queue Length [veh/ln] BEECEEAAAAAAMovement LOS

12.9438.5046.5415.5137.9847.740.000.008.770.000.009.68d_M, Delay for Movement [s/veh]

Scenario 4: 4 OY 25 CUM AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.502Volume to Capacity (v/c):

CLevel Of Service:

29.1Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

SignalizedControl Type:

Intersection 3: Locust Avenue at Casmalia Street
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Casmalia StreetLocust AvenueLocust AvenueName
Intersection Setup
Kimley-Horn and Associates, Inc.

Scenario 4: 4 OY 25 CUM AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
120168527911026724737113733250136Total Analysis Volume [veh/h] 30421320286762933486234Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.86900.86900.86900.86900.86900.86900.86900.86900.86900.86900.86900.8690Peak Hour Factor 10414645699623221532211929217118Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
8231436303030121518633In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor

0.00Proportion of CAVs [%]

0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]

Scenario 4: 4 OY 25 CUM AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoNoNoMinimum Recall

0.02.02.02.02.02.02.02.02.00.02.02.0l2, Clearance Lost Time [s]

0.02.02.02.02.02.02.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 014014140171700170Pedestrian Clearance [s]
050550550050Walk [s]

0.03.03.03.03.03.03.03.03.00.03.03.0Vehicle Extension [s] 0232031312826261302613Split [s]

0.01.01.01.01.01.01.01.01.00.01.01.0All red [s]

0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

Scenario 4: 4 OY 25 CUM AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
144.27152.7960.2547.5285.34252.5679.84233.76150.6880.1482.11149.5395th-Percentile Queue Length [ft/ln]

5.776.112.411.903.4110.103.199.356.033.213.285.9895th-Percentile Queue Length [veh/ln]

80.1584.8933.4726.4047.41151.6044.35137.5883.7144.5245.6283.0750th-Percentile Queue Length [ft/ln]

3.213.401.341.061.906.061.775.503.351.781.823.3250th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesNoYesNoNoNoYesCritical Lane Group
DDDBCDABDBBDLane Group LOS

44.4742.6252.3118.0627.3941.636.6119.2248.8815.7615.7248.85d, Delay for Lane Group [s/veh]

0.740.700.680.130.240.840.230.440.810.170.170.81X, volume / capacity Lane Group Results

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

5.794.159.840.090.265.810.511.708.870.470.458.82d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration

38.6838.4842.4717.9727.1435.826.1017.5140.0115.2915.2740.03d1, Uniform Delay [s] 185214776204683191068837169802836168c, Capacity [veh/h] 164719001810161519001810161519001810182419001810s, saturation flow rate [veh/h]

0.080.080.030.050.060.150.150.200.080.080.080.08(v / s)_i Volume / Saturation Flow Rate

0.110.110.040.380.250.180.660.440.090.440.440.09g / C, Green / Cycle 101043522166040840408g_i, Effective Green Time [s]

2.002.002.000.002.002.000.002.002.002.002.002.00l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

Scenario 4: 4 OY 25 CUM AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 48.85 15.73 15.76 48.88 19.22 6.61 41.63 27.39 18.06 52.31 42.82 44.47 Movement LOS D B B D B A D C B D D D
d_A, Approach Delay [s/veh] 26.48 20.47 34.11 44.85
Approach LOS C C C D
d_I, Intersection Delay [s/veh] 29.12
Intersection LOS C
Intersection V/C 0.502
Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersectio 2.357 2.573 2.618 2.284 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 489 489 600 422 d_b, Bicycle Delay [s] 25.69 25.69 22.05 28.01
I_b,int, Bicycle LOS Score for Intersection 1.905 2.805 2.312 1.840 Bicycle LOS A C B A
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
Kimley-Horn and Associates, Inc.

Scenario 4: 4 OY 25 CUM AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
Intersection Analysis Summary
10/25/2023Report File: K:\...\4 - OY 25 CUM PM.pdf
Scenario 4 OY 25 CUM PMVistro File: K:\...\West Coast and Locust Warehouse_PM.vistro
West Coast and Locust Warehouse
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection.

C31.10.443SB LeftHCM 7th
EditionSignalizedLocust Avenue at Casmalia
Street3
D31.00.021WB LeftHCM 7th
EditionTwo-way stopLocust Avenue at West Coast
Boulevard2
F146.11.003EB LeftHCM 7th
EditionTwo-way stopLocust Avenue at Casa
Grande Drive1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Kimley-Horn and Associates, Inc.

Scenario 4: 4 OY 25 CUM PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

1.003Volume to Capacity (v/c):

FLevel Of Service:
146.1Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 1: Locust Avenue at Casa Grande Drive
Intersection Level Of Service Report
YesYesYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 100000No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Name
Intersection Setup
000Pedestrian Volume [ped/h]
392129136297332288Total Analysis Volume [veh/h]
983234748372Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.74300.74300.74300.74300.74300.7430Peak Hour Factor
29196101221247214Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
000000Site-Generated Trips [veh/h]
00047650In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.0400Growth Factor

0.000.000.000.000.000.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 2809297167175206Base Volume Input [veh/h]
Name
Volumes
Kimley-Horn and Associates, Inc.

Scenario 4: 4 OY 25 CUM PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
FIntersection LOS

17.78d_I, Intersection Delay [s/veh]
EAAApproach LOS

49.000.003.97d_A, Approach Delay [s/veh]

91.36174.480.000.0014.2414.2495th-Percentile Queue Length [ft/ln]

3.656.980.000.000.570.5795th-Percentile Queue Length [veh/ln] CFAAAAMovement LOS

17.06146.060.000.000.008.55d_M, Delay for Movement [s/veh]

0.571.000.000.000.000.25V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
StopFreeFreePriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 4: 4 OY 25 CUM PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.021Volume to Capacity (v/c):

DLevel Of Service:

31.0Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 2: Locust Avenue at West Coast Boulevard
Intersection Level Of Service Report
YesYesNoNoCrosswalk

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
West Coast BoulevardWest Coast BoulevardLocust AvenueName Intersection Setup
0000Pedestrian Volume [ped/h]
40311040653735990Total Analysis Volume [veh/h]
1013010163211500Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.75900.75900.75900.75900.75900.75900.75900.75900.75900.75900.75900.7590Peak Hour Factor 3028030496524550Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
00000004700650In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor

0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]

Scenario 4: 4 OY 25 CUM PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
DIntersection LOS

0.37d_I, Intersection Delay [s/veh]
CCAAApproach LOS

20.5017.950.090.00d_A, Approach Delay [s/veh]

2.252.252.254.034.034.030.290.290.290.000.000.0095th-Percentile Queue Length [ft/ln]

0.090.090.090.160.160.160.010.010.010.000.000.0095th-Percentile Queue Length [veh/ln] BDDBDDAAAAAAMovement LOS

12.5926.8531.0513.3127.1030.720.000.008.660.000.008.82d_M, Delay for Movement [s/veh]

0.010.000.020.020.000.030.000.010.010.000.010.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
StopStopFreeFreePriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 4: 4 OY 25 CUM PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.443Volume to Capacity (v/c):

CLevel Of Service:

31.1Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

SignalizedControl Type:

Intersection 3: Locust Avenue at Casmalia Street
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Casmalia StreetLocust AvenueLocust AvenueName
Intersection Setup
Kimley-Horn and Associates, Inc.

Scenario 4: 4 OY 25 CUM PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
1132394614729619227628817765278155Total Analysis Volume [veh/h] 286012377448697244166939Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.82500.82500.82500.82500.82500.82500.82500.82500.82500.82500.82500.8250Peak Hour Factor 931973812124415822823814654229128Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
000000000000Site-Generated Trips [veh/h]
25392932262828712181234In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor

0.00Proportion of CAVs [%]

0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]

Scenario 4: 4 OY 25 CUM PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoNoNoMinimum Recall

0.02.02.02.02.02.02.02.02.00.02.02.0l2, Clearance Lost Time [s]

0.02.02.02.02.02.02.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 014014140171700170Pedestrian Clearance [s]
050550550050Walk [s]

0.03.03.03.03.03.03.03.03.00.03.03.0Vehicle Extension [s] 0232031312826261302613Split [s]

0.01.01.01.01.01.01.01.01.00.01.01.0All red [s]

0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

Scenario 4: 4 OY 25 CUM PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
176.50185.9452.8795.44251.43195.36100.20173.72222.3794.1898.54174.4595th-Percentile Queue Length [ft/ln]

7.067.442.113.8210.067.814.016.958.893.773.946.9895th-Percentile Queue Length [veh/ln]

98.05103.3029.3753.02150.75109.5455.6796.51129.1852.3254.7596.9250th-Percentile Queue Length [ft/ln]

3.924.131.172.126.034.382.233.865.172.092.193.8850th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesNoYesNoNoNoYesCritical Lane Group
DDDBCDABEBBDLane Group LOS

43.9542.4751.3119.9534.1342.817.7216.6166.6415.1715.1050.84d, Delay for Lane Group [s/veh]

0.780.750.630.250.690.780.270.330.980.210.200.86X, volume / capacity Lane Group Results

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

5.944.618.770.212.055.260.641.0226.230.570.5210.97d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration

38.0137.8542.5419.7332.0837.557.0915.5940.4014.6014.5739.86d1, Uniform Delay [s] 218243735954262471031870181814870181c, Capacity [veh/h] 170019001810161519001810161519001810177819001810s, saturation flow rate [veh/h]

0.100.100.030.090.160.110.170.150.100.090.090.09(v / s)_i Volume / Saturation Flow Rate

0.130.130.040.370.220.140.640.460.100.460.460.10g / C, Green / Cycle 111143320125841941419g_i, Effective Green Time [s]

2.002.002.000.002.002.000.002.002.002.002.002.00l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

Scenario 4: 4 OY 25 CUM PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 50.84 15.12 15.17 66.64 16.61 7.72 42.81 34.13 19.95 51.31 42.82 43.95 Movement LOS D B B E B A D C B D D D
d_A, Approach Delay [s/veh] 26.24 25.25 33.47 44.12
Approach LOS C C C D
d_I, Intersection Delay [s/veh] 31.07
Intersection LOS C
Intersection V/C 0.443
Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersectio 2.371 2.560 2.666 2.361 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 489 489 600 422 d_b, Bicycle Delay [s] 25.69 25.69 22.05 28.01
I_b,int, Bicycle LOS Score for Intersection 1.970 2.782 2.607 1.888 Bicycle LOS A C B A
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
Kimley-Horn and Associates, Inc.

Scenario 4: 4 OY 25 CUM PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
APPENDIX D-5

INTERSECTION ANALYSIS
WORKSHEETS –
OPENING YEAR 2025 CUMULATIVE PLUS

PROJECT CONDITIONS
Intersection Analysis Summary
10/25/2023Report File: K:\...\5 - OY 25 CUM WP AM.pdf
Scenario 5 OY 25 CUM WP AMVistro File: K:\...\West Coast and Locust Warehouse_AM.vistro
West Coast and Locust Warehouse
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection.

A8.70.002NB LeftHCM 7th
EditionTwo-way stopWest Coast Boulevard at
Project Driveway103
D27.00.068WB LeftHCM 7th
EditionTwo-way stopLocust Avenue at South
Project Driveway102
D26.10.023WB LeftHCM 7th
EditionTwo-way stopLocust Avenue at North
Project Driveway101
C29.50.527WB LeftHCM 7th
EditionSignalizedLocust Avenue at Casmalia
Street3
F50.30.037WB LeftHCM 7th
EditionTwo-way stopLocust Avenue at West Coast
Boulevard2
F51.40.288EB LeftHCM 7th
EditionTwo-way stopLocust Avenue at Casa
Grande Drive1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Kimley-Horn and Associates, Inc.

Scenario 5: 5 OY 25 CUM WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.288Volume to Capacity (v/c):

FLevel Of Service:

51.4Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 1: Locust Avenue at Casa Grande Drive
Intersection Level Of Service Report
YesYesYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 100000No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Name
Intersection Setup
000Pedestrian Volume [ped/h]
3633125669447168Total Analysis Volume [veh/h]
918616711242Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.71600.71600.71600.71600.71600.7160Peak Hour Factor
2602218479320120Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
0001640Site-Generated Trips [veh/h]
00057440In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.0400Growth Factor

0.000.000.000.000.000.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 2502117390262115Base Volume Input [veh/h]
Name
Volumes
Kimley-Horn and Associates, Inc.

Scenario 5: 5 OY 25 CUM WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
FIntersection LOS

9.90d_I, Intersection Delay [s/veh]
EAAApproach LOS

38.900.002.50d_A, Approach Delay [s/veh]
182.6627.210.000.007.717.7195th-Percentile Queue Length [ft/ln]

7.311.090.000.000.310.3195th-Percentile Queue Length [veh/ln] EFAAAAMovement LOS

37.8451.390.000.000.009.16d_M, Delay for Movement [s/veh]

0.800.290.000.010.000.18V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
StopFreeFreePriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 5: 5 OY 25 CUM WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.037Volume to Capacity (v/c):

FLevel Of Service:

50.3Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 2: Locust Avenue at West Coast Boulevard
Intersection Level Of Service Report
YesYesNoNoCrosswalk

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
West Coast BoulevardWest Coast BoulevardLocust AvenueName Intersection Setup
0000Pedestrian Volume [ped/h]
200350098921956378Total Analysis Volume [veh/h]
5011002223511592Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.79300.79300.79300.79300.79300.79300.79300.79300.79300.79300.79300.7930Peak Hour Factor 160240077071545056Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
1010000106330Site-Generated Trips [veh/h]
00000005700440In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor

0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]

Scenario 5: 5 OY 25 CUM WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
FIntersection LOS

0.47d_I, Intersection Delay [s/veh]
CCAAApproach LOS

18.3515.690.180.12d_A, Approach Delay [s/veh]

6.356.356.351.111.111.110.800.800.800.340.340.3495th-Percentile Queue Length [ft/ln]

0.250.250.250.040.040.040.030.030.030.010.010.0195th-Percentile Queue Length [veh/ln] BEFCEFAAAAAAMovement LOS

13.5641.3650.2815.6940.3751.190.000.008.800.000.009.73d_M, Delay for Movement [s/veh]

0.040.000.040.010.000.000.000.010.020.000.010.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
StopStopFreeFreePriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 5: 5 OY 25 CUM WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.527Volume to Capacity (v/c):

CLevel Of Service:

29.5Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

SignalizedControl Type:

Intersection 3: Locust Avenue at Casmalia Street
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Casmalia StreetLocust AvenueLocust AvenueName
Intersection Setup
Kimley-Horn and Associates, Inc.

Scenario 5: 5 OY 25 CUM WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
124168527911030726037513833265136Total Analysis Volume [veh/h] 31421320287765943586634Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.86900.86900.86900.86900.86900.86900.86900.86900.86900.86900.86900.8690Peak Hour Factor 10814645699626722632612029230118Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
400003511410130Site-Generated Trips [veh/h]
8231436303030121518633In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor

0.00Proportion of CAVs [%]

0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]

Scenario 5: 5 OY 25 CUM WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoNoNoMinimum Recall

0.02.02.02.02.02.02.02.02.00.02.02.0l2, Clearance Lost Time [s]

0.02.02.02.02.02.02.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 014014140171700170Pedestrian Clearance [s]
050550550050Walk [s]

0.03.03.03.03.03.03.03.03.00.03.03.0Vehicle Extension [s] 0232031312826261302613Split [s]

0.01.01.01.01.01.01.01.01.00.01.01.0All red [s]

0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

Scenario 5: 5 OY 25 CUM WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
146.82155.6260.2545.4782.37281.9684.94246.05151.7389.1091.23149.5395th-Percentile Queue Length [ft/ln]

5.876.222.411.823.2911.283.409.846.073.563.655.9895th-Percentile Queue Length [veh/ln]

81.5786.4633.4725.2645.76173.8447.19146.7284.2949.5050.6983.0750th-Percentile Queue Length [ft/ln]

3.263.461.341.011.836.951.895.873.371.982.033.3250th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesNoYesNoNoNoYesCritical Lane Group
DDDBCDACDBBDLane Group LOS

44.8542.8752.3116.8325.8340.956.7120.9248.8417.1417.0948.85d, Delay for Lane Group [s/veh]

0.750.710.680.120.220.860.240.470.810.190.190.81X, volume / capacity Lane Group Results

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

6.134.359.840.080.216.050.542.008.860.560.538.82d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration

38.7338.5242.4716.7525.6234.906.1618.9239.9816.5816.5640.03d1, Uniform Delay [s] 185214776545083571068796170764794168c, Capacity [veh/h] 164319001810161519001810161519001810182819001810s, saturation flow rate [veh/h]

0.090.080.030.050.060.170.160.200.080.080.080.08(v / s)_i Volume / Saturation Flow Rate

0.110.110.040.410.270.200.660.420.090.420.420.09g / C, Green / Cycle 101043624186038838388g_i, Effective Green Time [s]

2.002.002.000.002.002.000.002.002.002.002.002.00l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

Scenario 5: 5 OY 25 CUM WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 48.85 17.11 17.14 48.84 20.92 6.71 40.95 25.83 16.83 52.31 43.05 44.85 Movement LOS D B B D C A D C B D D D
d_A, Approach Delay [s/veh] 27.06 21.12 33.76 45.10
Approach LOS C C C D
d_I, Intersection Delay [s/veh] 29.47
Intersection LOS C
Intersection V/C 0.527
Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersectio 2.362 2.588 2.627 2.285 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 489 489 600 422 d_b, Bicycle Delay [s] 25.69 25.69 22.05 28.01
I_b,int, Bicycle LOS Score for Intersection 1.918 2.835 2.378 1.843 Bicycle LOS A C B A
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
Kimley-Horn and Associates, Inc.

Scenario 5: 5 OY 25 CUM WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.023Volume to Capacity (v/c):

DLevel Of Service:

26.1Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 101: Locust Avenue at North Project Driveway Intersection Level Of Service Report
YesNoNoCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Locust AvenueLocust AvenueName
Intersection Setup
000Pedestrian Volume [ped/h]
347401116533Total Analysis Volume [veh/h]
1118534133Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.95000.95000.95000.95000.95000.9500Peak Hour Factor
347031015506Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
34110153Site-Generated Trips [veh/h]
00570044In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.0400Growth Factor

2.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 0062000441Base Volume Input [veh/h]
Locust AvenueLocust AvenueName
Volumes
Kimley-Horn and Associates, Inc.

Scenario 5: 5 OY 25 CUM WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
DIntersection LOS

0.18d_I, Intersection Delay [s/veh]
CAAApproach LOS

20.110.130.00d_A, Approach Delay [s/veh]

2.202.200.460.460.000.0095th-Percentile Queue Length [ft/ln]

0.090.090.020.020.000.0095th-Percentile Queue Length [veh/ln] BDAAAAMovement LOS

12.0826.130.008.540.000.00d_M, Delay for Movement [s/veh]

0.010.020.010.010.000.01V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 5: 5 OY 25 CUM WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.068Volume to Capacity (v/c):

DLevel Of Service:

27.0Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 102: Locust Avenue at South Project Driveway Intersection Level Of Service Report
YesNoNoCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Locust AvenueLocust AvenueName
Intersection Setup
000Pedestrian Volume [ped/h]
012744036548Total Analysis Volume [veh/h]
0318609137Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.95000.95000.95000.95000.95000.9500Peak Hour Factor
011707034521Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
011503418Site-Generated Trips [veh/h]
00570044In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.0400Growth Factor

2.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 0062000441Base Volume Input [veh/h]
Locust AvenueLocust AvenueName
Volumes
Kimley-Horn and Associates, Inc.

Scenario 5: 5 OY 25 CUM WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
DIntersection LOS

0.24d_I, Intersection Delay [s/veh]
DAAApproach LOS

27.020.000.00d_A, Approach Delay [s/veh]

5.455.450.000.000.000.0095th-Percentile Queue Length [ft/ln]

0.220.220.000.000.000.0095th-Percentile Queue Length [veh/ln] BDAAAAMovement LOS

13.3827.020.008.630.000.00d_M, Delay for Movement [s/veh]

0.000.070.010.000.000.01V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 5: 5 OY 25 CUM WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.002Volume to Capacity (v/c):

ALevel Of Service:

8.7Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 103: West Coast Boulevard at Project Driveway Intersection Level Of Service Report
NoNoYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

1.04001.04001.04001.04001.04001.0400Growth Factor

2.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 15001000Base Volume Input [veh/h]
West Coast BoulevardWest Coast BoulevardName
Volumes
Kimley-Horn and Associates, Inc.

Scenario 5: 5 OY 25 CUM WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
AIntersection LOS

0.44d_I, Intersection Delay [s/veh]
AAAApproach LOS

0.000.008.68d_A, Approach Delay [s/veh]

0.000.000.000.000.150.1595th-Percentile Queue Length [ft/ln]

0.000.000.000.000.010.0195th-Percentile Queue Length [veh/ln] AAAAAAMovement LOS

0.007.260.000.008.398.68d_M, Delay for Movement [s/veh]

Scenario 5: 5 OY 25 CUM WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
Intersection Analysis Summary
10/25/2023Report File: K:\...\5 - OY 25 CUM WP PM.pdf
Scenario 5 OY 25 CUM WP PMVistro File: K:\...\West Coast and Locust Warehouse_PM.vistro
West Coast and Locust Warehouse
V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection.

A8.60.009NB LeftHCM 7th
EditionTwo-way stopWest Coast Boulevard at
Project Driveway103
C20.60.101WB LeftHCM 7th
EditionTwo-way stopLocust Avenue at South
Project Driveway102
C19.50.042WB LeftHCM 7th
EditionTwo-way stopLocust Avenue at North
Project Driveway101
C31.30.456SB LeftHCM 7th
EditionSignalizedLocust Avenue at Casmalia
Street3
D32.50.051WB LeftHCM 7th
EditionTwo-way stopLocust Avenue at West Coast
Boulevard2
F161.21.043EB LeftHCM 7th
EditionTwo-way stopLocust Avenue at Casa
Grande Drive1
LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Kimley-Horn and Associates, Inc.

Scenario 5: 5 OY 25 CUM WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

1.043Volume to Capacity (v/c):

FLevel Of Service:
161.2Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 1: Locust Avenue at Casa Grande Drive
Intersection Level Of Service Report
YesYesYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 100000No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Name
Intersection Setup
000Pedestrian Volume [ped/h]
392129136303349288Total Analysis Volume [veh/h]
983234768772Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.74300.74300.74300.74300.74300.7430Peak Hour Factor
29196101225259214Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
0004120Site-Generated Trips [veh/h]
00047650In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.0400Growth Factor

0.000.000.000.000.000.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 2809297167175206Base Volume Input [veh/h]
Name
Volumes
Kimley-Horn and Associates, Inc.

Scenario 5: 5 OY 25 CUM WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
FIntersection LOS

18.81d_I, Intersection Delay [s/veh]
FAAApproach LOS

52.920.003.87d_A, Approach Delay [s/veh]

92.75182.480.000.0014.2414.2495th-Percentile Queue Length [ft/ln]

3.717.300.000.000.570.5795th-Percentile Queue Length [veh/ln] CFAAAAMovement LOS

17.28161.250.000.000.008.56d_M, Delay for Movement [s/veh]

0.581.040.000.000.000.25V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
Flared Lane
StopFreeFreePriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 5: 5 OY 25 CUM WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.051Volume to Capacity (v/c):

DLevel Of Service:

32.5Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 2: Locust Avenue at West Coast Boulevard
Intersection Level Of Service Report
YesYesNoNoCrosswalk

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
West Coast BoulevardWest Coast BoulevardLocust AvenueName Intersection Setup
0000Pedestrian Volume [ped/h]
120711040656946070Total Analysis Volume [veh/h]
3023010164211520Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.75900.75900.75900.75900.75900.75900.75900.75900.75900.75900.75900.7590Peak Hour Factor 9058030498734610Total Hourly Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
603000022160Site-Generated Trips [veh/h]
00000004700650In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor

0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]

Scenario 5: 5 OY 25 CUM WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
DIntersection LOS

0.57d_I, Intersection Delay [s/veh]
CCAAApproach LOS

20.4118.360.120.00d_A, Approach Delay [s/veh]

6.056.056.054.164.164.160.380.380.380.000.000.0095th-Percentile Queue Length [ft/ln]

0.240.240.240.170.170.170.020.020.020.000.000.0095th-Percentile Queue Length [veh/ln] BDDBDDAAAAAAMovement LOS

13.3728.0932.4813.3827.7032.070.000.008.690.000.008.83d_M, Delay for Movement [s/veh]

0.020.000.050.020.000.030.000.010.010.000.010.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results
0000Number of Storage Spaces in Median
NoNoTwo-Stage Gap Acceptance
0000Storage Area [veh]
NoNoFlared Lane
StopStopFreeFreePriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 5: 5 OY 25 CUM WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.456Volume to Capacity (v/c):

CLevel Of Service:

31.3Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

SignalizedControl Type:

Intersection 3: Locust Avenue at Casmalia Street
Intersection Level Of Service Report
YesYesYesYesCrosswalk
NoNoNoNoCurb Present

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration
WestboundEastboundSouthboundNorthboundApproach
Casmalia StreetLocust AvenueLocust AvenueName
Intersection Setup
Kimley-Horn and Associates, Inc.

Scenario 5: 5 OY 25 CUM WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
0000Bicycle Volume [bicycles/h]
0000v_ab, Corner Pedestrian Volume [ped/h]
0000v_ci, Inbound Pedestrian Volume crossing mi
0000v_co, Outbound Pedestrian Volume crossing
0000v_di, Inbound Pedestrian Volume crossing m
0000v_do, Outbound Pedestrian Volume crossing
000000000000Local Bus Stopping Rate [/h]
000000000000On-Street Parking Maneuver Rate [/h]
NoNoNoNoNoNoNoNoPresence of On-Street Parking
1142394614729620130729918265281155Total Analysis Volume [veh/h] 286012377450777545167039Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.82500.82500.82500.82500.82500.82500.82500.82500.82500.82500.82500.8250Peak Hour Factor 941973812124416625324715054232128Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h]
000000000000Other Volume [veh/h]
000000000000Existing Site Adjustment Volume [veh/h]
000000000000Pass-by Trips [veh/h]
000000000000Diverted Trips [veh/h]
1000082594030Site-Generated Trips [veh/h]
25392932262828712181234In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor

0.00Proportion of CAVs [%]

0.000.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%]

Scenario 5: 5 OY 25 CUM WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
Exclusive Pedestrian Phase

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoNoNoPedestrian Recall
NoNoNoNoNoNoNoNoNoNoMaximum Recall
NoNoNoNoNoNoNoNoNoNoMinimum Recall

0.02.02.02.02.02.02.02.02.00.02.02.0l2, Clearance Lost Time [s]

0.02.02.02.02.02.02.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk

0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 014014140171700170Pedestrian Clearance [s]
050550550050Walk [s]

0.03.03.03.03.03.03.03.03.00.03.03.0Vehicle Extension [s] 0232031312826261302613Split [s]

0.01.01.01.01.01.01.01.01.00.01.01.0All red [s]

0.00Lost time [s]
SingleBandPermissive Mode
Lead Green - Beginning of First GreenOffset Reference

Scenario 5: 5 OY 25 CUM WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
176.96186.5152.8794.27248.95201.76114.40184.46236.8196.51100.96174.4595th-Percentile Queue Length [ft/ln]

7.087.462.113.779.968.074.587.389.473.864.046.9895th-Percentile Queue Length [veh/ln]

98.31103.6229.3752.37148.89114.1563.56102.48139.4653.6156.0996.9250th-Percentile Queue Length [ft/ln]

3.934.141.172.095.964.572.544.105.582.142.243.8850th-Percentile Queue Length [veh/ln] YesNoNoNoNoYesYesNoNoNoNoYesCritical Lane Group
DDDBCDABFBBDLane Group LOS

43.9542.4651.3119.5533.4042.378.0117.1773.0215.5415.4750.84d, Delay for Lane Group [s/veh]

0.780.750.630.240.680.780.300.351.010.210.210.86X, volume / capacity Lane Group Results

1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

5.954.628.770.211.835.120.741.1232.520.590.5510.97d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration

37.9937.8442.5419.3531.5737.257.2716.0640.5014.9514.9239.86d1, Uniform Delay [s] 218244736054382571031858181804858181c, Capacity [veh/h] 169919001810161519001810161519001810177919001810s, saturation flow rate [veh/h]

0.100.100.030.090.160.110.190.160.100.090.090.09(v / s)_i Volume / Saturation Flow Rate

0.130.130.040.380.230.140.640.450.100.450.450.10g / C, Green / Cycle 121243421135741941419g_i, Effective Green Time [s]

2.002.002.000.002.002.000.002.002.002.002.002.00l2, Clearance Lost Time [s]

0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

Scenario 5: 5 OY 25 CUM WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 50.84 15.50 15.54 73.02 17.17 8.01 42.37 33.40 19.55 51.31 42.81 43.95 Movement LOS D B B F B A D C B D D D
d_A, Approach Delay [s/veh] 26.43 26.50 33.04 44.11
Approach LOS C C C D
d_I, Intersection Delay [s/veh] 31.31
Intersection LOS C
Intersection V/C 0.456
Other Modes
g_Walk,mi, Effective Walk Time [s] 9.0 9.0 9.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 36.45 36.45 36.45 36.45
I_p,int, Pedestrian LOS Score for Intersectio 2.375 2.571 2.673 2.362 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 489 489 600 422 d_b, Bicycle Delay [s] 25.69 25.69 22.05 28.01
I_b,int, Bicycle LOS Score for Intersection 1.973 2.860 2.622 1.889 Bicycle LOS A C B A
----------------Ring 4
----------------Ring 3
------------8765Ring 2
------------4321Ring 1
Sequence
Kimley-Horn and Associates, Inc.

Scenario 5: 5 OY 25 CUM WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.042Volume to Capacity (v/c):

CLevel Of Service:

19.5Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 101: Locust Avenue at North Project Driveway Intersection Level Of Service Report
YesNoNoCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Locust AvenueLocust AvenueName
Intersection Setup
000Pedestrian Volume [ped/h]
61153723482Total Analysis Volume [veh/h]
2313411121Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.95000.95000.95000.95000.95000.9500Peak Hour Factor
61051023458Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
6103231Site-Generated Trips [veh/h]
00470065In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.0400Growth Factor

2.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 0044200377Base Volume Input [veh/h]
Locust AvenueLocust AvenueName
Volumes
Kimley-Horn and Associates, Inc.

Scenario 5: 5 OY 25 CUM WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
CIntersection LOS

0.29d_I, Intersection Delay [s/veh]
CAAApproach LOS

16.760.030.00d_A, Approach Delay [s/veh]

4.154.150.080.080.000.0095th-Percentile Queue Length [ft/ln]

0.170.170.000.000.000.0095th-Percentile Queue Length [veh/ln] BCAAAAMovement LOS

11.7919.470.008.340.000.00d_M, Delay for Movement [s/veh]

0.010.040.010.000.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 5: 5 OY 25 CUM WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.101Volume to Capacity (v/c):

CLevel Of Service:

20.6Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 102: Locust Avenue at South Project Driveway Intersection Level Of Service Report
YesNoNoCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.00Lane Width [ft]
RightLeftThruLeftRightThruTurning Movement
Lane Configuration
WestboundSouthboundNorthboundApproach
Locust AvenueLocust AvenueName
Intersection Setup
000Pedestrian Volume [ped/h]
02654708485Total Analysis Volume [veh/h]
0713702121Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.95000.95000.95000.95000.95000.9500Peak Hour Factor
02552008461Total Hourly Volume [veh/h]
000000Other Volume [veh/h]
000000Existing Site Adjustment Volume [veh/h]
000000Pass-by Trips [veh/h]
000000Diverted Trips [veh/h]
02513084Site-Generated Trips [veh/h]
00470065In-Process Volume [veh/h]

1.04001.04001.04001.04001.04001.0400Growth Factor

2.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 0044200377Base Volume Input [veh/h]
Locust AvenueLocust AvenueName
Volumes
Kimley-Horn and Associates, Inc.

Scenario 5: 5 OY 25 CUM WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
CIntersection LOS

0.50d_I, Intersection Delay [s/veh]
CAAApproach LOS

20.610.000.00d_A, Approach Delay [s/veh]

8.368.360.000.000.000.0095th-Percentile Queue Length [ft/ln]

0.330.330.000.000.000.0095th-Percentile Queue Length [veh/ln] BCAAAAMovement LOS

12.7920.610.008.360.000.00d_M, Delay for Movement [s/veh]

0.000.100.010.000.000.00V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
000Number of Storage Spaces in Median
NoTwo-Stage Gap Acceptance
000Storage Area [veh]
NoFlared Lane
StopFreeFreePriority Scheme
Intersection Settings
Kimley-Horn and Associates, Inc.

Scenario 5: 5 OY 25 CUM WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.009Volume to Capacity (v/c):

ALevel Of Service:

8.6Delay (sec / veh):
15 minutesAnalysis Period:

HCM 7th EditionAnalysis Method:

Two-way stopControl Type:

Intersection 103: West Coast Boulevard at Project Driveway Intersection Level Of Service Report
NoNoYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

0.000.000.000.000.000.00Exit Pocket Length [ft]
000000No. of Lanes in Exit Pocket
100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket

12.0012.0012.0012.0012.0012.00Lane Width [ft]
ThruLeftRightThruRightLeftTurning Movement
Lane Configuration
WestboundEastboundNorthboundApproach
West Coast BoulevardWest Coast BoulevardName
Intersection Setup
000Pedestrian Volume [ped/h]
503709Total Analysis Volume [veh/h]
101202Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

1.04001.04001.04001.04001.04001.0400Growth Factor

2.002.002.002.002.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 500700Base Volume Input [veh/h]
West Coast BoulevardWest Coast BoulevardName
Volumes
Kimley-Horn and Associates, Inc.

Scenario 5: 5 OY 25 CUM WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
AIntersection LOS

3.23d_I, Intersection Delay [s/veh]
AAAApproach LOS

0.000.008.61d_A, Approach Delay [s/veh]

0.000.000.000.000.680.6895th-Percentile Queue Length [ft/ln]

0.000.000.000.000.030.0395th-Percentile Queue Length [veh/ln] AAAAAAMovement LOS

0.007.240.000.008.398.61d_M, Delay for Movement [s/veh]

Scenario 5: 5 OY 25 CUM WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
APPENDIX D-6

INTERSECTION ANALYSIS
WORKSHEETS –
OPENING YEAR 2025 CUMULATIVE PLUS

PROJECT CONDITIONS WITH TRAFFIC

SIGNAL AT LOCUST AND CASA GRANDE
Option 1: Traffic Signal
ECBDLane Group LOS

70.7825.5011.6552.47d, Delay for Lane Group [s/veh]

0.980.070.620.98X, volume / capacity
3714161114630c, Capacity [veh/h]
145416291699884s, saturation flow rate [veh/h]
333Arrival type
1900190019001900so, Base Saturation Flow per Lane [pc/h/ln]

0.250.020.410.70(v / s)_i Volume / Saturation Flow Rate

0.260.260.660.66g / C, Green / Cycle
Lane Group Calculations
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
NoNoNoPedestrian Recall
NoNoNoMaximum Recall
NoNoNoMinimum Recall

0.02.00.02.02.00.0l1, Start-Up Lost Time [s]

0.00.00.00.00.00.0Delayed Vehicle Green [s]
07010100Pedestrian Clearance [s]
050550Walk [s]
027063630Split [s]

0.01.00.01.01.00.0All red [s]

0.03.00.03.03.00.0Amber [s]
023059590Maximum Green [s]
05010100Minimum Green [s]
-Lead----Lead / Lag
Auxiliary Signal Groups
030260Signal Group
PermissivePermissivePermissivePermissivePermissivePermissiveControl Type

0.00Lost time [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
Pattern 1Active Pattern
90Cycle Length [s]
Intersection Settings
3633125669447168Total Analysis Volume [veh/h]
2502117390262115Base Volume Input [veh/h]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Name
HCM 7th EditionAnalysis Method
SignalizedControl Type
Locust Avenue at Casa Grande DriveIntersection
1Number
Kimley-Horn and Associates, Inc.

Scenario 5: 5 OY 25 CUM WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.946Intersection V/C
DIntersection LOS

39.25d_I, Intersection Delay [s/veh]
EBDApproach LOS

67.2211.6552.47d_A, Approach Delay [s/veh]
YesNoNoNoNoNoCritical Movement
ECBBDDMovement LOS

70.7825.5011.6511.6552.4752.47d_M, Delay for Movement [s/veh] Movement, Approach, & Intersection Results
426.0122.76300.83624.3495th-Percentile Queue Length [ft/ln]

17.040.9112.0324.9795th-Percentile Queue Length [veh/ln] 287.0712.64188.31450.3350th-Percentile Queue Length [ft/ln]

11.480.517.5318.0150th-Percentile Queue Length [veh/ln] YesNoNoYesCritical Lane Group
ECBDLane Group LOS
Kimley-Horn and Associates, Inc.

Scenario 5: 5 OY 25 CUM WP AM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with
Option 1: Traffic Signal
DCAELane Group LOS

47.1325.839.6055.18d, Delay for Lane Group [s/veh]

0.970.290.430.98X, volume / capacity
4044521027649c, Capacity [veh/h]
145416291621932s, saturation flow rate [veh/h]
333Arrival type
1900190019001900so, Base Saturation Flow per Lane [pc/h/ln]

0.270.080.270.68(v / s)_i Volume / Saturation Flow Rate

0.280.280.630.63g / C, Green / Cycle
Lane Group Calculations
0Pedestrian Clearance [s]
0Pedestrian Walk [s]
0Pedestrian Signal Group
NoNoNoPedestrian Recall
NoNoNoMaximum Recall
NoNoNoMinimum Recall

0.02.00.02.02.00.0l1, Start-Up Lost Time [s]

0.00.00.00.00.00.0Delayed Vehicle Green [s]
07010100Pedestrian Clearance [s]
050550Walk [s]
029061610Split [s]

0.01.00.01.01.00.0All red [s]

0.03.00.03.03.00.0Amber [s]
06901231230Maximum Green [s]
05010100Minimum Green [s]
-Lead----Lead / Lag
Auxiliary Signal Groups
030260Signal Group
PermissivePermissivePermissivePermissivePermissivePermissiveControl Type

0.00Lost time [s]
Semi-actuatedActuation Type
Time of Day Pattern CoordinatedCoordination Type
Pattern 1Active Pattern
90Cycle Length [s]
Intersection Settings
392129136303349288Total Analysis Volume [veh/h]
2809297167175206Base Volume Input [veh/h]
RightLeftRightThruThruLeftTurning Movement
Lane Configuration
EastboundSouthboundNorthboundApproach
Name
HCM 7th EditionAnalysis Method
SignalizedControl Type
Locust Avenue at Casa Grande DriveIntersection
1Number
Kimley-Horn and Associates, Inc.

Scenario 5: 5 OY 25 CUM WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

0.953Intersection V/C
DIntersection LOS

38.30d_I, Intersection Delay [s/veh]
DAEApproach LOS

41.859.6055.18d_A, Approach Delay [s/veh]
NoNoNoNoYesNoCritical Movement
DCAAEEMovement LOS

47.1325.839.609.6055.1855.18d_M, Delay for Movement [s/veh] Movement, Approach, & Intersection Results
374.1197.58186.91651.8495th-Percentile Queue Length [ft/ln]

14.963.907.4826.0795th-Percentile Queue Length [veh/ln] 245.6054.21103.84473.4250th-Percentile Queue Length [ft/ln]

9.822.174.1518.9450th-Percentile Queue Length [veh/ln]
YesNoNoYesCritical Lane Group
DCAELane Group LOS
Kimley-Horn and Associates, Inc.

Scenario 5: 5 OY 25 CUM WP PM
West Coast and Locust Warehouse
Version 2023 (SP 0-7)
Generated with

APPENDIX E

CUMULATIVE PROJECTS INFORMATION

TOTAL CUMULATIVE PROJECTS TRAFFIC
AM Peak Hour

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
1 Locust Avenue at Casa Grande Drive 0 44 0 0 57 0 0 0 0 0 0 0 2 Locust Avenue at West Coast Boulevard 0 44 0 0 57 0 0 0 0 0 0 0 3 Locust Avenue at Casmalia Street 33 6 18 15 12 30 30 15 36 14 8 8 PM Peak Hour

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
1 Locust Avenue at Casa Grande Drive 0 65 0 0 47 0 0 0 0 0 0 0 2 Locust Avenue at West Coast Boulevard 0 65 0 0 47 0 0 0 0 0 0 0 3 Locust Avenue at Casmalia Street 34 12 18 12 7 28 28 12 32 29 25 25 Enter only in blue cells
Int. #: 1

Y TOTAL CUMULATIVE PROJECTS TRAFFIC
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 0 0 0 0 57 0 0 0 0 0 0 0
AM Out 0 44 0 0 0 0 0 0 0 0 0 0
AM Tot 0 44 0 0 57 0 0 0 0 0 0 0
PM In 0 0 0 0 47 0 0 0 0 0 0 0
PM Out 0 65 0 0 0 0 0 0 0 0 0 0
PM Tot 0 65 0 0 47 0 0 0 0 0 0 0
Zone # 1 North Alder Avenue
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 0% 10% 0% 0% AM In 302 0 0 0 0 30 0 0 0 0 0 0 0
Y 0% 10% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 300 0 30 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 10% 0% 0% 0% 0% 0% 0% 0% PM In 282 0 0 0 0 28 0 0 0 0 0 0 0 PM Out 0% 10% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 284 0 28 0 0 0 0 0 0 0 0 0 0 Zone # 2 East Sierra Lakes Parkway
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 10% 0% 0% AM In 153 0 0 0 0 15 0 0 0 0 0 0 0
Y 0% 10% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 84 0 8 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 10% 0% 0% 0% 0% 0% 0% 0% PM In 120 0 0 0 0 12 0 0 0 0 0 0 0 PM Out 0% 10% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 248 0 25 0 0 0 0 0 0 0 0 0 0 Zone # 3 South Locust Avenue
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 10% 0% 0% AM In 119 0 0 0 0 12 0 0 0 0 0 0 0
Y 0% 10% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 57 0 6 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 10% 0% 0% 0% 0% 0% 0% 0% PM In 71 0 0 0 0 7 0 0 0 0 0 0 0 PM Out 0% 10% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 116 0 12 0 0 0 0 0 0 0 0 0 0 Locust Avenue at Casa Grande Drive
Yellow cells calculate
Enter only in blue cells
Int. #: 2
Mirror distribution? Y Entire Intersection TOTAL CUMULATIVE PROJECTS TRAFFIC Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
Mirror distribution? AM In 0 0 0 0 57 0 0 0 0 0 0 0
AM Out 0 44 0 0 0 0 0 0 0 0 0 0
AM Tot 0 44 0 0 57 0 0 0 0 0 0 0
PM In 0 0 0 0 47 0 0 0 0 0 0 0
PM Out 0 65 0 0 0 0 0 0 0 0 0 0
PM Tot 0 65 0 0 47 0 0 0 0 0 0 0
Zone # 1 North Alder Avenue
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 10% AM In 302 0 0 0 0 30 0 0 0 0 0 0 0
Y 0% 10% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 300 0 30 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 10% 0% 0% 0% 0% 0% 0% 0% PM In 282 0 0 0 0 28 0 0 0 0 0 0 0 PM Out 0% 10% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 284 0 28 0 0 0 0 0 0 0 0 0 0 Zone # 2 East Sierra Lakes Parkway
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 10% AM In 153 0 0 0 0 15 0 0 0 0 0 0 0
Y 0% 10% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 84 0 8 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 10% 0% 0% 0% 0% 0% 0% 0% PM In 120 0 0 0 0 12 0 0 0 0 0 0 0 PM Out 0% 10% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 248 0 25 0 0 0 0 0 0 0 0 0 0 Zone # 3 South Locust Avenue
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 10% AM In 119 0 0 0 0 12 0 0 0 0 0 0 0
Y 0% 10% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 57 0 6 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 10% 0% 0% 0% 0% 0% 0% 0% PM In 71 0 0 0 0 7 0 0 0 0 0 0 0 PM Out 0% 10% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 116 0 12 0 0 0 0 0 0 0 0 0 0 Locust Avenue at West Coast Boulevard
Yellow cells calculate
Int. #: 3

Y TOTAL CUMULATIVE PROJECTS TRAFFIC
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 30 0 15 15 12 30 0 15 6 6 0 0
AM Out 3 6 3 0 0 0 30 0 30 8 8 8
AM Tot 33 6 18 15 12 30 30 15 36 14 8 8
PM In 28 0 12 12 7 28 0 12 4 4 0 0
PM Out 6 12 6 0 0 0 28 0 28 25 25 25
PM Tot 34 12 18 12 7 28 28 12 32 29 25 25
Zone # 1 North Alder Avenue
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 10% 10% AM In 302 30 0 0 0 0 30 0 0 0 0 0 0
Y 0% 0% 0% 0% 0% 0% 10% 0% 10% 0% 0% 0%
AM Out AM Out 300 0 0 0 0 0 0 30 0 30 0 0 0
PM In 10% 0% 0% 0% 0% 10% 0% 0% 0% 0% 0% 0% PM In 282 28 0 0 0 0 28 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 10% 0% 10% 0% 0% 0% PM Out 284 0 0 0 0 0 0 28 0 28 0 0 0 Zone # 2 East Sierra Lakes Parkway
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 10% 10% 10% AM In 153 0 0 15 15 0 0 0 15 0 0 0 0
Y 0% 0% 0% 0% 0% 0% 0% 0% 0% 10% 10% 10%
AM Out AM Out 84 0 0 0 0 0 0 0 0 0 8 8 8
PM In 0% 0% 10% 10% 0% 0% 0% 10% 0% 0% 0% 0% PM In 120 0 0 12 12 0 0 0 12 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 10% 10% 10% PM Out 248 0 0 0 0 0 0 0 0 0 25 25 25 Zone # 3 South Locust Avenue
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 10% 5% 5% AM In 119 0 0 0 0 12 0 0 0 6 6 0 0
Y 5% 10% 5% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 57 3 6 3 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 10% 0% 0% 0% 5% 5% 0% 0% PM In 71 0 0 0 0 7 0 0 0 4 4 0 0 PM Out 5% 10% 5% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 116 6 12 6 0 0 0 0 0 0 0 0 0 Locust Avenue at Casmalia Street

APPENDIX F

TRAFFIC SIGNAL WARRANT ANALYSIS

WORKSHEETS
TRAFFIC SIGNAL VOLUME WARRANT ANALYSIS (2000 MUTCD)
MAJOR STREET: Locust Avenue NB SB # OF APPROACH LANES: 1 MINOR STREET: Casa Grande Drive EB WB # OF APPROACH LANES: 2 CITY, STATE: Rialto, CA
COMMENTS: EX
0 ISOLATED COMMUNITY WITH POPULATION LESS THAN 10,000 (Y OR N): N 85TH PERCENTILE SPEED GREATER THAN 40 MPH ON MAJOR STREET (Y OR N): Y MAJOR ST MINOR ST WARRANT 2 WARRANT 3

TWO-WAY

TRAFFIC

HEAVY LEG
MAIN
LINE
SIDE
STREET
BOTH
MET
MAIN
LINE
SIDE
STREET
BOTH
MET
MAIN
LINE
SIDE
STREET
BOTH
MET
MAIN
LINE
SIDE
STREET
BOTH
MET
Four-Hour Peak Hour
THRESHOLD VALUES 350 140 525 70 280 112 420 56
06:00 AM TO 07:00 AM 0 0
07:00 AM TO 08:00 AM 0 0
08:00 AM TO 09:00 AM 0 0
09:00 AM TO 10:00 AM 784 271 Y Y Y Y Y Y Y Y Y Y Y Y Y Y 10:00 AM TO 11:00 AM 0 0
11:00 AM TO 12:00 PM 0 0
12:00 PM TO 01:00 PM 0 0
01:00 PM TO 02:00 PM 0 0
02:00 PM TO 03:00 PM 0 0
03:00 PM TO 04:00 PM 0 0
04:00 PM TO 05:00 PM 645 372 Y Y Y Y Y Y Y Y Y Y Y Y Y Y 05:00 PM TO 06:00 PM 0 0
06:00 PM TO 07:00 PM 0 0
07:00 PM TO 08:00 PM 0 0
08:00 PM TO 09:00 PM 0 0
09:00 PM TO 10:00 PM 0 0
1,429 643 2 2 2 2 2 2 2 2 2 2 2 2 2 2
4 HRS NEEDED 1 HR NEEDED
NOT

SATISFIED SATISFIED
10/25/23
Kimley-Horn and Associates
8 HOURS NEEDED for both Condition A & B
WARRANT 1 - Condition A, Part 1 WARRANT 1 - Condition A, Part 2WARRANT 1 - Condition B, Part 1

NOT SATISFIED
8 HOURS NEEDED 8 HOURS NEEDED

NOT SATISFIED NOT SATISFIED
WARRANT 1 - Condition B, Part 2
West Coast and Locust Warehouse Project Kimley-Horn and Associates, Inc.

October 2023
TRAFFIC SIGNAL VOLUME WARRANT ANALYSIS (2000 MUTCD)
MAJOR STREET: Locust Avenue NB SB # OF APPROACH LANES: 1 MINOR STREET: Casa Grande Drive EB WB # OF APPROACH LANES: 2 CITY, STATE: Rialto, CA
COMMENTS: OY 2025
0 ISOLATED COMMUNITY WITH POPULATION LESS THAN 10,000 (Y OR N): N 85TH PERCENTILE SPEED GREATER THAN 40 MPH ON MAJOR STREET (Y OR N): Y MAJOR ST MINOR ST WARRANT 2 WARRANT 3

TWO-WAY

TRAFFIC

HEAVY LEG
MAIN
LINE
SIDE
STREET
BOTH
MET
MAIN
LINE
SIDE
STREET
BOTH
MET
MAIN
LINE
SIDE
STREET
BOTH
MET
MAIN
LINE
SIDE
STREET
BOTH
MET
Four-Hour Peak Hour
THRESHOLD VALUES 350 140 525 70 280 112 420 56
06:00 AM TO 07:00 AM 0 0
07:00 AM TO 08:00 AM 0 0
08:00 AM TO 09:00 AM 0 0
09:00 AM TO 10:00 AM 816 282 Y Y Y Y Y Y Y Y Y Y Y Y Y Y 10:00 AM TO 11:00 AM 0 0
11:00 AM TO 12:00 PM 0 0
12:00 PM TO 01:00 PM 0 0
01:00 PM TO 02:00 PM 0 0
02:00 PM TO 03:00 PM 0 0
03:00 PM TO 04:00 PM 0 0
04:00 PM TO 05:00 PM 671 387 Y Y Y Y Y Y Y Y Y Y Y Y Y Y 05:00 PM TO 06:00 PM 0 0
06:00 PM TO 07:00 PM 0 0
07:00 PM TO 08:00 PM 0 0
08:00 PM TO 09:00 PM 0 0
09:00 PM TO 10:00 PM 0 0
1,487 669 2 2 2 2 2 2 2 2 2 2 2 2 2 2
4 HRS NEEDED 1 HR NEEDED
NOT

SATISFIED SATISFIED
10/25/23
Kimley-Horn and Associates

NOT SATISFIED
8 HOURS NEEDED 8 HOURS NEEDED

NOT SATISFIED NOT SATISFIED
WARRANT 1 - Condition B, Part 2
8 HOURS NEEDED for both Condition A & B
WARRANT 1 - Condition A, Part 1 WARRANT 1 - Condition A, Part 2WARRANT 1 - Condition B, Part 1 West Coast and Locust Warehouse Project Kimley-Horn and Associates, Inc.

October 2023
TRAFFIC SIGNAL VOLUME WARRANT ANALYSIS (2000 MUTCD)
MAJOR STREET: Locust Avenue NB SB # OF APPROACH LANES: 1 MINOR STREET: Casa Grande Drive EB WB # OF APPROACH LANES: 2 CITY, STATE: Rialto, CA
COMMENTS: OY 2025 WP
0 ISOLATED COMMUNITY WITH POPULATION LESS THAN 10,000 (Y OR N): N 85TH PERCENTILE SPEED GREATER THAN 40 MPH ON MAJOR STREET (Y OR N): Y MAJOR ST MINOR ST WARRANT 2 WARRANT 3

TWO-WAY

TRAFFIC

HEAVY LEG
MAIN
LINE
SIDE
STREET
BOTH
MET
MAIN
LINE
SIDE
STREET
BOTH
MET
MAIN
LINE
SIDE
STREET
BOTH
MET
MAIN
LINE
SIDE
STREET
BOTH
MET
Four-Hour Peak Hour
THRESHOLD VALUES 350 140 525 70 280 112 420 56
06:00 AM TO 07:00 AM 0 0
07:00 AM TO 08:00 AM 0 0
08:00 AM TO 09:00 AM 0 0
09:00 AM TO 10:00 AM 836 282 Y Y Y Y Y Y Y Y Y Y Y Y Y Y 10:00 AM TO 11:00 AM 0 0
11:00 AM TO 12:00 PM 0 0
12:00 PM TO 01:00 PM 0 0
01:00 PM TO 02:00 PM 0 0
02:00 PM TO 03:00 PM 0 0
03:00 PM TO 04:00 PM 0 0
04:00 PM TO 05:00 PM 687 387 Y Y Y Y Y Y Y Y Y Y Y Y Y Y 05:00 PM TO 06:00 PM 0 0
06:00 PM TO 07:00 PM 0 0
07:00 PM TO 08:00 PM 0 0
08:00 PM TO 09:00 PM 0 0
09:00 PM TO 10:00 PM 0 0
1,523 669 2 2 2 2 2 2 2 2 2 2 2 2 2 2
4 HRS NEEDED 1 HR NEEDED
NOT

SATISFIED SATISFIED
10/25/23
Kimley-Horn and Associates
8 HOURS NEEDED for both Condition A & B
WARRANT 1 - Condition A, Part 1 WARRANT 1 - Condition A, Part 2WARRANT 1 - Condition B, Part 1

NOT SATISFIED
8 HOURS NEEDED 8 HOURS NEEDED

NOT SATISFIED NOT SATISFIED
WARRANT 1 - Condition B, Part 2
West Coast and Locust Warehouse Project Kimley-Horn and Associates, Inc.

October 2023
TRAFFIC SIGNAL VOLUME WARRANT ANALYSIS (2000 MUTCD)
MAJOR STREET: Locust Avenue NB SB # OF APPROACH LANES: 1 MINOR STREET: Casa Grande Drive EB WB # OF APPROACH LANES: 2 CITY, STATE: Rialto, CA
COMMENTS: OY 2025 CUM
0 ISOLATED COMMUNITY WITH POPULATION LESS THAN 10,000 (Y OR N): N 85TH PERCENTILE SPEED GREATER THAN 40 MPH ON MAJOR STREET (Y OR N): Y MAJOR ST MINOR ST WARRANT 2 WARRANT 3

TWO-WAY

TRAFFIC

HEAVY LEG
MAIN
LINE
SIDE
STREET
BOTH
MET
MAIN
LINE
SIDE
STREET
BOTH
MET
MAIN
LINE
SIDE
STREET
BOTH
MET
MAIN
LINE
SIDE
STREET
BOTH
MET
Four-Hour Peak Hour
THRESHOLD VALUES 350 140 525 70 280 112 420 56
06:00 AM TO 07:00 AM 0 0
07:00 AM TO 08:00 AM 0 0
08:00 AM TO 09:00 AM 0 0
09:00 AM TO 10:00 AM 917 282 Y Y Y Y Y Y Y Y Y Y Y Y Y Y 10:00 AM TO 11:00 AM 0 0
11:00 AM TO 12:00 PM 0 0
12:00 PM TO 01:00 PM 0 0
01:00 PM TO 02:00 PM 0 0
02:00 PM TO 03:00 PM 0 0
03:00 PM TO 04:00 PM 0 0
04:00 PM TO 05:00 PM 783 387 Y Y Y Y Y Y Y Y Y Y Y Y Y Y 05:00 PM TO 06:00 PM 0 0
06:00 PM TO 07:00 PM 0 0
07:00 PM TO 08:00 PM 0 0
08:00 PM TO 09:00 PM 0 0
09:00 PM TO 10:00 PM 0 0
1,700 669 2 2 2 2 2 2 2 2 2 2 2 2 2 2
4 HRS NEEDED 1 HR NEEDED
NOT

SATISFIED SATISFIED
10/25/23
Kimley-Horn and Associates

NOT SATISFIED
8 HOURS NEEDED 8 HOURS NEEDED

October 2023
TRAFFIC SIGNAL VOLUME WARRANT ANALYSIS (2000 MUTCD)
MAJOR STREET: Locust Avenue NB SB # OF APPROACH LANES: 1 MINOR STREET: Casa Grande Drive EB WB # OF APPROACH LANES: 2 CITY, STATE: Rialto, CA
COMMENTS: OY 2025 CUM WP
0 ISOLATED COMMUNITY WITH POPULATION LESS THAN 10,000 (Y OR N): N 85TH PERCENTILE SPEED GREATER THAN 40 MPH ON MAJOR STREET (Y OR N): Y MAJOR ST MINOR ST WARRANT 2 WARRANT 3

TWO-WAY

TRAFFIC

HEAVY LEG
MAIN
LINE
SIDE
STREET
BOTH
MET
MAIN
LINE
SIDE
STREET
BOTH
MET
MAIN
LINE
SIDE
STREET
BOTH
MET
MAIN
LINE
SIDE
STREET
BOTH
MET
Four-Hour Peak Hour
THRESHOLD VALUES 350 140 525 70 280 112 420 56
06:00 AM TO 07:00 AM 0 0
07:00 AM TO 08:00 AM 0 0
08:00 AM TO 09:00 AM 0 0
09:00 AM TO 10:00 AM 937 282 Y Y Y Y Y Y Y Y Y Y Y Y Y Y 10:00 AM TO 11:00 AM 0 0
11:00 AM TO 12:00 PM 0 0
12:00 PM TO 01:00 PM 0 0
01:00 PM TO 02:00 PM 0 0
02:00 PM TO 03:00 PM 0 0
03:00 PM TO 04:00 PM 0 0
04:00 PM TO 05:00 PM 799 387 Y Y Y Y Y Y Y Y Y Y Y Y Y Y 05:00 PM TO 06:00 PM 0 0
06:00 PM TO 07:00 PM 0 0
07:00 PM TO 08:00 PM 0 0
08:00 PM TO 09:00 PM 0 0
09:00 PM TO 10:00 PM 0 0
1,736 669 2 2 2 2 2 2 2 2 2 2 2 2 2 2
4 HRS NEEDED 1 HR NEEDED
NOT

SATISFIED SATISFIED
10/25/23
Kimley-Horn and Associates

NOT SATISFIED
8 HOURS NEEDED 8 HOURS NEEDED

October 2023
TRAFFIC SIGNAL VOLUME WARRANT ANALYSIS (2000 MUTCD)
MAJOR STREET: Locust Avenue NB SB # OF APPROACH LANES: 1 MINOR STREET: West Coast Boulevard EB WB # OF APPROACH LANES: 1 CITY, STATE: Rialto, CA
COMMENTS: OY 2025 CUM WP
0 ISOLATED COMMUNITY WITH POPULATION LESS THAN 10,000 (Y OR N): N 85TH PERCENTILE SPEED GREATER THAN 40 MPH ON MAJOR STREET (Y OR N): Y MAJOR ST MINOR ST WARRANT 2 WARRANT 3

TWO-WAY

TRAFFIC

HEAVY LEG
MAIN
LINE
SIDE
STREET
BOTH
MET
MAIN
LINE
SIDE
STREET
BOTH
MET
MAIN
LINE
SIDE
STREET
BOTH
MET
MAIN
LINE
SIDE
STREET
BOTH
MET
Four-Hour Peak Hour
THRESHOLD VALUES 350 105 525 53 280 84 420 42
06:00 AM TO 07:00 AM 0 0
07:00 AM TO 08:00 AM 0 0
08:00 AM TO 09:00 AM 0 0
09:00 AM TO 10:00 AM 1,244 18 Y Y Y Y
10:00 AM TO 11:00 AM 0 0
11:00 AM TO 12:00 PM 0 0
12:00 PM TO 01:00 PM 0 0
01:00 PM TO 02:00 PM 0 0
02:00 PM TO 03:00 PM 0 0
03:00 PM TO 04:00 PM 0 0
04:00 PM TO 05:00 PM 969 14 Y Y Y Y
05:00 PM TO 06:00 PM 0 0
06:00 PM TO 07:00 PM 0 0
07:00 PM TO 08:00 PM 0 0
08:00 PM TO 09:00 PM 0 0
09:00 PM TO 10:00 PM 0 0
2,213 32 2 0 0 2 0 0 2 0 0 2 0 0 0 0
4 HRS NEEDED 1 HR NEEDED
NOT

SATISFIED
NOT

SATISFIED
10/25/23
Kimley-Horn and Associates

NOT SATISFIED
8 HOURS NEEDED 8 HOURS NEEDED

October 2023

WEST COAST BOULEVARD AND

LOCUST AVENUE WAREHOUSE PROJECT

ADDENDUM TO THE CITY OF RIALTO ENVIRONMENTAL IMPACT

REPORT FOR THE RIALTO AIRPORT SPECIFIC PLAN
(SCH NO. 96071027)

WEST COAST BOULEVARD AND

LOCUST AVENUE WAREHOUSE PROJECT

ADDENDUM TO TH E

CITY OF RIALTO

ENVIRONMENTAL IMPACT REPORT FOR THE

RIALTO AIRPORT SPECIFIC PLAN
(SCH NO. 9607102 7)

Prepared for City of Rialto
150 S. Palm Avenue
Rialto, California 92376

Prepared by Kimley -Horn and Associates, Inc.
1100 West Town and Country Road, Suite 700
Orange, California 92868

Date June 2024

This Page Intentionally Left Blank

West Coast Boulevard and Locust Avenue Warehouse Project Table of Contents

i Addendum to the Rialto Airport Specific Plan EIR
Table of Contents
Introduction ................................ ................................ ................................ ......................... 1 Project Location ................................ ................................ ................................ ................................ ... 1 California Environmental Quality Act................................ ................................ ................................ .... 1 Background ................................ ................................ ................................ ................................ ......... 2 Conclusion ................................ ................................ ................................ ................................ ........... 3 Description of Proposed Project ................................ ................................ ........................... 5 Project Setting and Location ................................ ................................ ................................ ................ 5 Existing Land Use Designations ................................ ................................ ................................ ............ 5 Project Objectives ................................ ................................ ................................ ................................ 8 Project Characteristics ................................ ................................ ................................ ......................... 8 Construction Activities ................................ ................................ ................................ ....................... 15 Intended Uses of the Addendum................................ ................................ ................................ ........ 15 Evaluation of Environmental Impacts ................................ ................................ ................. 17 Aesthetics ................................ ................................ ................................ ................................ .......... 18 Agricultural and Forestry Resources ................................ ................................ ................................ ... 22 Air Quality ................................ ................................ ................................ ................................ ......... 24 Biological Resources ................................ ................................ ................................ .......................... 34 Cultural and Tribal Cultural Resources ................................ ................................ ................................ 41 Energy ................................ ................................ ................................ ................................ ............... 44 Geology and Soils ................................ ................................ ................................ .............................. 49 Greenhouse Gas Emissions ................................ ................................ ................................ ................ 56 Hazards and Hazardous Materials ................................ ................................ ................................ ...... 63 Hydrology and Water Quality ................................ ................................ ................................ ............. 68 Land Use and Planning ................................ ................................ ................................ ....................... 71 Mineral Resources ................................ ................................ ................................ ............................. 74 Noise ................................ ................................ ................................ ................................ ................. 76 Population and Housing ................................ ................................ ................................ ..................... 85 Public Services ................................ ................................ ................................ ................................ ... 88 Recreation ................................ ................................ ................................ ................................ ......... 92 Transportation................................ ................................ ................................ ................................ ... 94 Utilities and Service Systems ................................ ................................ ................................ ............ 104 Wildfire ................................ ................................ ................................ ................................ ........... 111 Determination of Appropriate CEQA Documentation ................................ ....................... 112 Preparers ................................ ................................ ................................ ......................... 116 References ................................ ................................ ................................ ....................... 117

West Coast Boulevard and Locust Avenue Warehouse Project Table of Contents

ii Addendum to the Rialto Airport Specific Plan EIR

EXHIBITS
Exhibit 1: Regional Vicinity Map ................................ ................................ ................................ ..6 Exhibit 2: Local Vicinity Map ................................ ................................ ................................ ........7 Exhibit 3: Conceptual Site Plan ................................ ................................ ................................ ....9 Exhibit 4: Conceptual Exterior Elevations ................................ ................................ .................. 11 Exhibit 5: Conceptual Landscaping Plan ................................ ................................ ..................... 12 Exhibit 6: Tentative Parcel Map ................................ ................................ ................................ .16 TABLES
Table 2-1: Existing Land Uses................................ ................................ ................................ .......5 Table 2-2: Project Building Summary ................................ ................................ ......................... 10 Table 3.3-1: Construction-Related Emissions ................................ ................................ .............26 Table 3.3-2: Operational Emissions ................................ ................................ ........................... 27 Table 3.3-3: Equipment-Specific Grading Rates ................................ ................................ .........28 Table 3.3-4: Localized Significance of Construction Emissions ................................ ................... 29 Table 3.3-5: Localized Significance of Operational Emissions ................................ ..................... 30 Table 3.6-1: Project and Countywide Energy Consumption ................................ ....................... 45 Table 3.8-1: Construction-Related Greenhouse Gas Emissions ................................ .................. 60 Table 3.8-2: Project Greenhouse Gas Emissions ................................ ................................ ........61 Table 3.13-1: Typical Construction Noise Levels ................................ ................................ ........77 Table 3.13-2: Project Construction Noise Levels ................................ ................................ ........78 Table 3.13-3: Typical Construction Equipment Vibration Levels ................................ ................. 82 Table 3.17-1: Trip Generation................................ ................................ ................................ ....96 Table 3.17-2: Summary of Existing Intersection Operations................................ ....................... 97 Table 3.17-3: Summary of Intersection Operation, Opening Year 2025 Conditions .................... 97 Table 3.17-4: Summary of Intersection Operation Opening Year 2025 Plus Project Conditions .98 Table 3.17-5: Summary of Intersection Operation, Opening Year 2025 Cumulative Conditions .99 Table 3.17-6: Summary of Intersection Operation, Opening Year 2025 Cumulative Plus Project99 Table 3.17-7: Summary of Intersection Operation with Recommended Improvements ........... 101 Table 3.17-8: Summary of Project Fair Share Traffic Signal Improvements .............................. 101 Table 3.18-1: WVWD Projected Water Supplies (AFY) ................................ ............................. 105 Table 3.18-2: Projected Water Demand (AF) ................................ ................................ ........... 106

West Coast Boulevard and Locust Avenue Warehouse Project Table of Contents

iii Addendum to the Rialto Airport Specific Plan EIR

APPENDICES
Appendix A Air Quality/GHG Modeling Calculations and Health Risk Assessment Appendix B Biological Technical Report
Appendix C Cultural Resources Records Results
Appendix D Energy Data
Appendix E Geotechnical Report
Appendix F Paleontological Records Search Results
Appendix G Phase I Environmental Assessment and Perchlorate Plume Map Appendix H Drainage Report
Appendix I Preliminary Water Quality Management Plan
Appendix J Noise Data
Appendix K Traffic Study

West Coast Boulevard and Locust Avenue Warehouse Project Table of Contents

iv Addendum to the Rialto Airport Specific Plan EIR
This Page Intentionally Left Blank

Section 1
West Coast Boulevard and Locust Avenue Warehouse Project Introduction

1 Addendum to the Rialto Airport Specific Plan EIR

INTRODUCTION
The project applicant is requesting the City of Rialto’s consideration of the approval of the West Coast Boulevard and Locust Avenue Warehouse Project (proposed Project or Project ), an approximately 225,173-square-foot (sf) warehouse and distribution development, including approximately 10,000 square feet of office, located southeast of the intersection of West Coast Boulevard and Locust Avenue.

Project Location
The project site is located in the northern area of the City of Rialto (City) in San Bernardino County (County), approximately 1.3 miles north of State Route (SR) 210. The site is at the southeast corner of the intersection of West Coast Boulevard and Locust Avenue. Existing vehicular access to the site is provided from one driveway on Locust Avenue. The site is bordered by West Coast Boulevard and residential land uses to the north, residential land uses to the east, industrial land uses to the south, and Locust Avenue and industrial uses to the west (see Exhibit 1: Regional Vicinity Map and Exhibit 2: Site Vicinity Map).

California Environmental Quality Act
This Addendum has been prepared in accordance with the provisions of the California Environmental Quality Act (CEQA) (California Public Resources Code [PRC] §§21000 et seq.); the State CEQA Guidelines (Title 14, California Code of Regulations [CCR] §§15000 et seq.); and the rules, regulations, and procedures for implementing CEQA as set forth by the City of Rialto. Pursuant to the provisions of CEQA and the State CEQA Guidelines, Rialto is the Lead Agency charged with the responsibility of deciding whether to approve the Project.

Section 15164(a) of the State CEQA Guidelines states that “the lead agency or a responsible agency shall prepare an addendum to a previously certified EIR if some changes or additions are necessary but none of the conditions described in PRC Section 21166 and Section 15162 calling for preparation of a subsequent EIR have occurred.” Pursuant to Section 15162(a) of the State CEQA Guidelines, a subsequent Environmental Impact Report (EIR) or Negative Declaration is only required when:
(1) Substantial changes are proposed in the project which will require major revisions of the previous EIR or negative declaration due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects; (2) Substantial changes occu r with respect to the circumstances under which the project is undertaken which will require major revisions of the previous EIR or Negative Declaration due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects; or
(3) New information of substantial importance, which was not known and could not have been known with the exercise of reasonable diligence at the time the previous EIR was certified as complete or the negative declaration was adopted, shows any of the following:
(A) The project will have one or more significant effects not discussed in the previous EIR or negative declaration;
(B) Significant effects previously examined will be substantially more severe than shown in the previous EIR;
Section 1
West Coast Boulevard and Locust Avenue Warehouse Project Introduction

2 Addendum to the Rialto Airport Specific Plan EIR
(C) Mitigation measures or alternatives previously found not to be feasible would in fact be feasible and would substantially reduce one or more significant effects of the project, but the project proponents decline to adopt the mitigation measure or alternative; or (D) Mitigation measures or alternatives which are considerably different from those analyzed in the previous EIR would substantially reduce one or more significant effects on the environment, but the project propon ents decline to adopt the mitigation measure or alternative.

As part of its decision -making process, the City is required to review and consider whether the Project would create new significant impacts or significant impacts that would be substantially more severe than those disclosed in the Rialto Airport Specific Plan Program Environmental Impact Report (Airport Specific Plan EIR) . Additional CEQA review beyond this Addendum would be triggered if the proposed Project creates new significant impacts or imp acts that are more severe than those disclosed in the Airport Specific Plan EIR such that major revisions to the Airport Specific Plan EIR would be required.

The following describes the requirements of an addendum, as defined by State CEQA Guidelines Section 15164:
(a) The lead agency or responsible agency shall prepare an Addendum to a previously certified EIR if some changes or additions are necessary but none of the conditions described in Section 15162 calling for preparation of a subsequent EIR have occurred. (b) An addendum to an adopted negative declaration may be prepared if only minor technical changes or additions are necessary or none of the conditions described in Section 15162 calling for the preparation of a subsequent EIR or negative declaration have occurred. (c) An addendum need not be circulated for public review but can be included in or attached to the Final EIR or adopted negative declaration.
(d) The decision making body shall consider the addendum with the final EIR prior to making a decision on the project.
(e) A brief explanation of the decision not to prepare a subsequent EIR pursuant to Section 15162 should be included in an addendum to an EIR, the lead agency’s findings on the project, or elsewhere in the record. The explanation must be supported by substantial evidence.

Background
The Rialto Airport Specific Plan ( referred herein as the Airport Specific Plan) was adopted and the Rialto Airport Specific Plan Program EIR (referred herein as the Airport Specific Plan EIR) was certified by the Rialto City Council in November 1997. At that time, the Airport Specific Plan area included approximately 3,131 acres in northwest Rialto. As described in the Airport Specific Plan, the boundaries of the area were generally Baseline Road to the south and the City's corporate limits to the west. Much of the northern boundary was along Casa Grande Drive, with a small portion of the area (east of Locust Avenue) extending north to Riverside Avenue. The eastern boundary was east of Locust Avenue (between Maple Avenue and Locust Avenues) in the northern portion of the Airport Specific Plan area, and along Cedar Avenue (south of Norwood Street) and Cactus Avenue (south of Route 30 ; now I nterstate 210 [I-210]). The Airport Specific Plan was intended to provide a long -term strategy for the development of the airport and surrounding area.

Section 1
West Coast Boulevard and Locust Avenue Warehouse Project Introduction

3 Addendum to the Rialto Airport Specific Plan EIR
On December 6, 2005, the Rialto City Council adopted resolutions declaring the intent to relocate the Rialto Airport operations to other nearby facilities. With the closure of the Rialto Airport, many of the assumptions for development in the Airport Specific Plan area were no longer applicable. On November 9, 2010, the Rialto City Council adopted the Renaissance S pecific Plan and certified the Renaissance Specific Plan Program EIR. The approximately 1,439 -acre Renaissance Specific Plan area is generally bordered by Casmalia Street to the north, Baseline Road to the south, Ayala Drive to the east, and Tamarind Avenue to the west. With the adoption of the Renaissance Specific Plan, the boundaries of the Airport Specific Plan area were modified to exclude the Renaissance Specific Plan area.

The remainder of the Airport Specific Plan continues to regulate the areas outs ide of the Renaissance Specific Plan area. The project site for the proposed Project is within the boundaries of the Airport Specific Plan area. The Airport Specific Plan EIR identified that the following topical areas would have a less than significant impact with the adoption of mitigation measures: Aesthetics, Biological Resources, Cultural Resources, Geology and Soils, Hazards and Hazardous Materials, Hydrology and Water Quality, Land Use, Mineral Resources, Noise, Public Services, and Utilities. No significant impacts were identified for the topic of Recreation. With the implementation of mitigation measures, the Airport Specific Plan EIR found that the following topical areas would result in significant and unavoidable impacts: Air Quality and Transportation.

The land use designation for the project site in the Airport Specific Plan is Planned Industrial Development (I-PID). Warehouses are a permitted use in the I -PID and the Airport Specific Plan assumed a maximum FAR of 0.7:1 for Planned Industrial Development. The total area of the proposed project site is 488,624 sf, which at a 0.7:1 FAR would result in a maximum allowable building size of 342,037 sf. As further discussed in Section 2, Project Description, the proposed development would include one 225,173-sf warehouse and distribution facility, which is 116,864 sf less than what was assumed for the project site in the Airport Specific Plan EIR. Accordingly, the proposed Project would result in less intense development than what was previously analyzed for the project site in the Airport Specific Plan EIR.

Conclusion
The West Coast Boulevard and Locust Avenue Warehouse Project Addendum to the Airport Specific Plan Program EIR finds that potential impacts associated with this Project would be less than or the same as those described in the Airport Specific Plan EIR for buildout of the Specific Plan area. As discussed in this Addendum, these conclusions are supported by substantial evidence, including project -specific analyses of potential environmental impacts.

Consistent with State CEQA Guidelines Section 15162, based upon the analysis of potential environmental consequences anti cipated to occur from implementation of the Project as provided in Section 3, Evaluation of Environmental Impacts, the Project would not result in any new or more severe impacts that were not disclosed, analyzed, and mitigated for in the Airport Specific P lan EIR. As demonstrated in this Addendum, the Project’s potential impacts would either be the same or less than those anticipated for the future development on the project site as evaluated in the Airport Specific Plan EIR. In addition, there are no substantial changes to the circumstances under which the Project would be undertaken that would result in new or more severe environmental impacts than previously addressed in the Airport Specific Plan EIR, nor has any new information regarding the potential fo r new or more severe significant environmental impacts been identified. Consistent with CEQA Guidelines Section 15162(a)(3)(C), no new information of substantial importance shows that mitigation measures or alternatives that were Section 1
West Coast Boulevard and Locust Avenue Warehouse Project Introduction

4 Addendum to the Rialto Airport Specific Plan EIR
previously found not to be feasible or that are considerably different from those analyzed for the Airport Specific Plan EIR would substantially reduce one or more significant effects on the environment.

Therefore, and as set forth below, none of the conditions described in CEQA Guidelines Section 15162 have occurred, thus an addendum is appropriate (CEQA Guidelines §15164(a)).

Therefore, in accordance with State CEQA Guidelines Section 15126 and Section 15164, this Addendum to the previously certified Airport Specific Plan EIR is the appropriate environmental documentation for the Project. In taking action on any of the approval s, the decision-making body must consider the whole of the data presented in the Airport Specific Plan EIR, as augmented by this Addendum. Therefore, preparation of a subsequent EIR is not required and the appropriate CEQA document for the Project is this Addendum to the Airport Specific Plan EIR. No additional environmental analysis or review is required for the Project. This document will be maintained in the administrative record files at the City of Rialto offices.

Section 2
West Coast Boulevard and Locust Avenue Warehouse Project Description of Proposed Project

5 Addendum to the Rialto Airport Specific Plan EIR

DESCRIPTION OF PROPOSED PROJECT
Project Setting and Location
The approximately 11.21-acre project site is comprised of Assessor Parcel Numbers [APNs] 0239-301-39, 0239-301-40, 0239-301-51, 0239-301-55, 0239-301-56, and 0239-301-64 and is located in the City of Rialto, San Bernardino County, California. The City is approximately 22 square miles in San Bernardino County. The site is in the northern area of the City, approximately 1.3 miles north of SR-210. Specifically, the project site is located at the southeast corner of the intersection of West Coast Boulevard and Locust Avenue within the Airport Specific Plan area. Exhibit 1: Regional Vicinity Map and Exhibit 2: Site Vicinity Map depict the project site in a regional and local context, respectively.

The northern portion of the project site is vacant and the southern portion of the site is partially paved and used for construction equipment storage. A sidewalk is located between the landscaped area and the edge of the curb on a portion of Locust Avenue. There is also ornamental landscaping on Locust Avenue along the improved part of the project site frontage. Both the sidewalk and landscaping terminate at the end of the improved project site frontage. The West Coast Boulevard frontage is unimproved. The project site is generally flat, and elevations range from approximately 1,6 60 to 1,643 feet above mean sea level (amsl), sloping from the northwest corner of the site to the southeast corner.

The site is bordered by West Coast Boulevard and single -family residences to the north ; single-family residential uses to the east ; industrial uses to the south ; and Locust Avenue and industrial uses to the west. Table 2-1: Existing Land Uses summarizes the land uses on and near the project site.

Table 2-1: Existing Land Uses
Direction Land Uses
Project site Southern portion of site is paved and used for construction equipment storage. The northern portion of the site is not developed.

North West Coast Boulevard and single-family residences north of West Coast Boulevard South Industrial uses
East Single-family residences
West Locust Avenue and industrial uses west of Locust Avenue

Existing Land Use Designations
The City’s General Plan Land Use Plan Map depicts the City’s land use designations and indicates that the project site has a Light Industrial land use designation with a Specific Plan Overlay. The Light Industrial land use designation allows for a broad range of heavy industrial activities.

The City’s Zoning Map identifies the project site as being located within and subject to the Airport Specific Plan. The Airport Specific Plan was adopted in 1997. The Rialto Municipal Airport ceased operations in 2014 and the former airport property and much of the properties adjacent to the Rialto Municipal Airport were removed from the Airport Specific Plan and incorporated into the Renaissance Specific Plan, which was adopted by the City in 2010. The Airport Specific Plan serves as zoning for the remaining pr operties within the Specific Plan area. The Airport Specific Plan identifies the project site as Planned Industrial Development (I-PID). Development standards for the Planned Industrial Development (I -PID) zone are identified in Chapters 5.5 and 6.25 of the Airport Specific Plan.

Source: ArcGIS
West Coast Boulevard and Locust Avenue Warehouse Project Rialto, CA
2068 ft
11489 ft
5688 ft
10066 ft
Santa Ana River
126
247
247
138
2 18
79 2
210
B a s e
Marine Corps
P e n d l e t o n
Camp
State Park
Chino Hills
Recreation Area
N a t i o n a l
M o u n t a i n s
Santa Monica
National Forest
San Bernardino
Banning
Santa Monica
Redondo Beach
Murrieta
Redlands
Yucaipa
Hemet
Lake Forest
Laguna Niguel
Highland
San Clemente
Perris
Santa Clarita
Lancaster
Thousand Oaks
Simi Valley
Victorville
Palmdale
Riverside
Ontario
Cucamonga
Rancho
Corona
Beach
Huntington
El Monte
Long Beach
Santa Ana
Anaheim
Los Angeles
M o u n t a i n s
G a b r i e l
San
M o u n t a i n s
Santa Ana
Exhibit 1: Regional Vicinity Map

LOS ANGELESLOS ANGELES

RIVERSIDERIVERSIDE

RIALTORIALTO

POMONAPOMONA

LAGUNA BEACHLAGUNA BEACH

LONG BEACHLONG BEACH

SANTA CLARITASANTA CLARITA
15 10
210

PROJECT

LOCATION
Hollister Municipal Airport Runway 6 Safety Project
Hollister, CA
Source: Google Earth Pro, 2023
Exhibit 2: Local Vicinity Map

PROJECT S ITE

W CW CASA GRANDE DRASA GRANDE DR

WEST COAST BLVDWEST COAST BLVD

N LOCUST AVEN LOCUST AVE
West Coast Boulevard and Locust Avenue Warehouse Project Rialto, CA
Section 2
West Coast Boulevard and Locust Avenue Warehouse Project Description of Proposed Project

8 Addendum to the Rialto Airport Specific Plan EIR
Project Objectives
The Airport Specific Plan identified goals for the implementation of the development within the Specific Plan area.

Goal 1: A balanced development which provides for a variety of uses, as appropriate.

Goal 2: The market potential for the Specific Plan area maximized.

Goal 3: Adjacent land uses that are compatible with one another.

Goal 4: A workable and implementable plan.

Goal 5: Aesthetically pleasing development to enhance property values.

Goal 6: A safe and efficient circulation system within, and through, the study area.

Goal 7: Provision of public services and utilities to Specific Plan area developments.

Project objectives are as follows:

Objective 1: Create a new quality industrial facility, consistent with the intent of the Rialto Airport Specific Plan and Rialto Airport Specific Plan EIR.

Objective 2: Improve the current aesthetics of the site with a contemporary facility with qua lity architecture and improved landscaped areas surrounding the facility.

Objective 3: Incorporate green technologies and construction best management practices in the design and construction of the facility, to reduce the impact on the environment relative to those contemplated at the time of the Specific Plan.

Objective 5: Bring additional economic benefit to the City of Rialto, by bringing substantial new investment to the City, increasing the property valuation and associated property tax rolls.

Project Characteristics
Site Development
The environmental analysis provided for this Addendum is based on the development of an approximately 225,173-sf warehouse and distribution facility on the 11.21-acre project site. The warehouse building would be oriented north-to-south and would include approximately 215,173 sf of warehouse space and approximately 10,000 sf of ancillary office space, the latter on two levels, with 31 dock doors and two drive thru doors on the west side of the building. The building would be rectangular with dimensions of approximately 420 feet wide (east-to-west) by 615 feet long (north-to-south); the building height would be approximately 36 feet 10 inches. Employee parking and landscaping would be provided along the eastern and southern property boundaries. Trucks would access the project site from two driveways located on Locust Avenue. Passenger vehicles would access the project site from the southern driv eway on Locust Avenue. An additional driveway would be constructed at the northeast corner of the project site along West Coast Boulevard, which would provide site access to passenger vehicles only. Exhibit 3:

Conceptual Site Plan , depicts the proposed development. Table 2 -2: Project Building Summary, summarizes the Project’s characteristics.

West Coast Boulevard and Locust Avenue Warehouse Project Rialto, CA
Exhibit 3: Conceptual Site Plan

Section 2
West Coast Boulevard and Locust Avenue Warehouse Project Description of Proposed Project

10 Addendum to the Rialto Airport Specific Plan EIR
Table 2-2: Project Building Summary
Site (sf)
Office
Level 1 (sf)
Office
Level 2 (sf)
Warehouse
(sf)
Total
Building
(sf)
Dock
Doors
Automobile
Parking Stalls
Required Provided
488,146 5,000 5,000 215,173 225,173 31 doors 153 153

The Project is currently planned as a “speculative project” meaning that the future tenants of the building are not currently known. Without knowing who the future tenants will be, an exact number of future employees or hours of operation cannot be determined. Accordingly, this Addendum and associated technical reports use approximate potential on-site employees, hours of operation, and vehicular traffic generation based on the Project’s proposed square footage and use as a warehouse and distribution facility.

Architecture, Landscaping, and Lighting
As shown in Exhibit 4: Conceptual Exterior Elevations, the conceptual architectural design for the Project assumes concrete tilt-up panels with architectural treatments, such as panel reveals and articulation, to provide visual interest to the building facades. The exterior elevations would be white with shades of grey accents. The building would have additional architectural articulation through the use of windows with blue glazing and black anodized mullions, full building height accent tile (simulating wood), as well as metal canopies. Rooftop screening of mechanical equipment is assumed as a part of the warehouse building.

Exhibit 5: Conceptual Landscape Plan depicts the proposed landscaping plan for the project site. Of the

11.21-acre project site, approximately 79,355 sf (or approximately 16.26%) of the project site would be landscaped. The Airport Specific Plan identifie s an average minimum width of landscaping from the property line for properties designated I -PID should be 20 feet from the property line ; the proposed Project would include a minimum 25-foot landscape setback.

A 14-foot screen wall would be provided at the rear of the landscaping setback to allow landscaping to be viewed from the public right-of-way along West Coast Boulevard and Locust Avenue. Section 18.61.270 of the City’s Municipal Code addresses landscaping and buffering for industrial land uses within the City, including the City’s requirements for the efficient use of water in the landscape design plan.

Existing landscaping along Locust Avenue would be removed and replaced. Landscaping would be provided along the Locust Avenue and West Coast Boulevard street frontages, driveway entrances, property boundaries, as well as adjacent to the warehouse building and in the employee p arking areas.

The proposed landscaping would include a mix of ornamental trees and a mix of shrubs and groundcover plants. Additionally, the Project would include an outdoor employee break area in the southwestern portion of the project site.

Site lighting would be provided for circulation, safety, and security. The proposed Project would include outdoor security lighting on the building and in the parking area, which would be directed downward onto the project site and installed in accordance with applica ble City ordinances , including the City of Rialto Municipal Code Section 18.61.140, which requires that lighting not exceed one footcandle at any nonresidential property line. The Project assumes that night lighting would be provided seven days per week.

West Coast Boulevard and Locust Avenue Warehouse Project Rialto, CA
Exhibit 4: Conceptual Exterior Elevations

West Coast Boulevard and Locust Avenue Warehouse Project Rialto, CA
Exhibit 5: Conceptual Landscaping Plan
NORTH
WEST COAST + LOCUST WAREHOUSE
RIALTO | CA
THE ORDEN COMPANY | 23-037
DATE 11 | 7 | 23
2001000
1’=100’ - 0” SCALE
URBAN
ARENAOVERALL CONCEPTUAL LANDSCAPE PLAN | L1

CONCEPTUAL IMAGES
NOTES:

BOULDERS AND ROCKS

LOCATED ON SITE WILL BE

STOCKPILED AND REUSED

LIMITED USE AREA SHALL BE AS

NEAR LEVEL AS POSSIBLE YET

MAINTAIN PROPER DRAINGAGE

PLANTS AND SHRUBS SHALL BE

OF THE TYPE THAT WILL GROW
NO HIGHER THAN 30 INCHES

ABOVE THE GROUND WITHIN
THE LIMTED USE AREA.

NO TREES SHALL BE ALLOWED

WITHIN THE PARKWAY SIGHT
TRIANGLE.

LEGEND

TRUCKYARD GATE

BUILDING ENTRANCE

EMPLOYEE BREAK AREA

MEANDERING SIDEWALK

DRY RIVERBED SWALE

CONCRETE SWALE

STAMPED CONCRETE

BUFFER WALL

EXISTING WALL

MONUMENT SIGNAGE

LINE OF SIGHT

LINE OF SIGHT
1 1
4 2
2 2
5 3
3 1
6 4
4 7
5 5
7 7
7 8
9 10
10 10
10 9
6 6
5 8
SHRUBS

SEE PLANTING PALETTE

PLANTING SCHEDULE

BOTANICAL NAME

QUERCUS VIRGINIANA

PLATANUS RACEMOSA

PARKINSONIA FLORIDA

RHUS LANCEA

PROSOPIS

CHILOPSIS LINEARIS

COMMON NAME

SOUTHERN LIVE OAK

CALIFORNIA SYCAMORE

PALO VERDE

AFRICAN SUMAC

MESQUITE

DESERT WILLOW
SIZE
24” BOX
24” BOX
24” BOX
24” BOX
24” BOX
24” BOX
QTY
18 22
25 19
27 11
TREE
Section 2
West Coast Boulevard and Locust Avenue Warehouse Project Description of Proposed Project

13 Addendum to the Rialto Airport Specific Plan EIR
Site Access and Parking
The Project would have three points of access: two driveways on Locust Avenue and one driveway on West Coast Boulevard. The two driveways on Locust Avenue would be unsignalized and would provide site access for truck and passenger vehicles. The northernmost driveway on Locust Avenue would be 45 feet wide while the southernmost driveway would be 46.8 feet wide. Access to the truck court and loading dock area would be gated would have Knox-pad locks. The gates would be located near the bottom of the northern driveway and at the entrance to the truck court from the southern driveway. The driveway on West Coast Boulevard would be 26 feet wide, unsignalized, and would provide site access for passenger vehicles. A minimum 26-foot-wide fire lane would extend through the truck court and along the parking aisles on the southern and eastern perimeter of the project site.

The warehouse and distribution development would provide 153 parking stalls including 111 standard passenger vehicle parking stalls , 4 standard accessible passenger vehicle parking stalls, 2 accessible van parking stalls, 26 standard electric vehicle (EV) stalls, 2 standard accessible EV charging parking stalls, 1 accessible van EV charging parking stall, and 7 electric vehicle charging station parking stalls. The Project also includes 56 truck trailer parking stalls . The Project would provide 31 dock doors, more than the minimum three loading spaces required per Section 18.58.030 of the City’s Municipal Code.

Non-Vehicular Transportation
Five-foot-wide meandering sidewalks would be provided along Locust Avenue and West Coast Boulevard.

On-site bike racks would be located near the entrances to the office areas of the warehouse, which are proposed near the northeast and southwest corners of the building. The Rialto General Plan (Exhibit 4.4, Bicycle Routes) identifies proposed Class II bicycle lanes along Casa Grande Drive, which is approximately 190 feet north of the project site , and along Riverside Avenue, which is approximately 0.4 mile north of the project site.

Omnitrans provides public transportation throughout San Bernardino County, including the City of Rialto.

There are several transit stops near the project site on Casa Grande Drive and on Locust Avenue. The nearest transit stops are approximately 430 feet north of the project site on Casa Grande Drive and approximately 840 feet south of the project site on Locust Avenue on the Route 22 line.

Off-Site Improvements
Off-site improvements include street and sidewalk improvements to Locust Avenue along the project site frontage and sidewalk and street improvements (curb and gutter improvements) to West Coast Boulevard. Improvements to West Coast Boulevard would occur on both the north and south sides of the road.

Along the improved part of Locust Avenue adjacent to the project site, the ultimate right-of-way is 88 feet (44 feet half width). Improvements to Locust Avenue along the project site frontage include 14 feet of right-of-way dedication to allow for a 5 -foot-wide meandering sidewalk and roadway improvements/ widening to West Coast Boulevard. On Locust Avenue, the sidewalk would be constructed from its existing northerly terminus to West Coast Boulevard. On Locust Avenue north of West Coast Boulevard, improvements would consist of tapering the roadway width to match the existing width of Locust Avenue north of West Coast Boulevard.

Section 2
West Coast Boulevard and Locust Avenue Warehouse Project Description of Proposed Project

14 Addendum to the Rialto Airport Specific Plan EIR
West Coast Boulevard is an existing unimproved roadway between Locust Avenue and the existing single- family residences east of the project site boundary. West Coast Boulevard has an ultimate right-of-way of 64 feet. As a part of the Project , the following improvements would b e made to West Coast Boulevard.

From the project site property line and within the 64 -foot-wide ultimate right -of-way, West Coast Boulevard would be constructed to provide 52 feet of roadway with curb and gutter and one travel lane in each direction. As previously addressed, sidewalks would be constructed on both the north and south sides of West Coast Boulevard along the project site frontage from the existing terminus of the sidewalk to the east to Locust Avenue. On West Coast Boulevard, the sidewalk improvements would be constructed within the 25-foot-wide landscape setback area. The Project would include non irrigated landscaping and fencing on the north side of West Coast Boulevard.

The Project proposes, in coordination with Southern California Edison (SCE), to relocate the existing overhead utilities located along the project site frontage on the south side of West Coast Boulevard to the north side of West Coast Boulevard . Overhead utilities located along the project site frontage on Locust Avenue are proposed to be undergrounded.

With off -site improvements, the total disturbance area evaluated in this Addendum is approximately

12.01 acres.

Utility Infrastructure
Project implementation would require construction of new utility infrastructure. The Project would connect to existing utility infrastructure with the final sizing and design of on-site facilities occurring during final building design and plan check.

Water and Sewer. The project site is within the service area of West Valley Water District for the provision of water; sewer treatment is provide d by the City of Rialto. The Project would connect to the existing municipal water system and the existing sewer infrastructure in Locust Avenue and West Coast Boulevard.

Within Locust Avenue, there are existing 25-inch and 12-inch water pipeline s and an e xisting 12 -inch sewer pipeline. Additionally, there are existing 12 -inch and 6 -inch water pipelines located within West Coast Boulevard.

Drainage and Water Quality. Proposed drainage improvements would include two catch basins located within the southeastern portion of the project site and one underground chamber facility. Runoff from the project site would be conveyed via a 24-inch polyvinyl chloride (PVC) storm drain to the existing 102- inch reinforced concrete pipe (RCP) in Locust Avenue. The proposed catch basins would treat and detain storm water to minimize peak flow rates. The Project’s 100-year overflows would be discharged into the existing 102-inch RCP storm drain located within Locust Avenue.

Dry Utilities. SCE provides electrical power to the area, inclusive of the project site and the Southern California Gas Company (SoCalGas) provides natural gas to the area. The Project would connect to existing utility lines located along the project site frontage along West Coast Boulevard, which are proposed to be relocated to the north side of West Coast Boulevard. Additionally, the Project, in coordination with SCE, proposes to underground existing overhead utilities located along the project site boundary on the east side of Locust Avenue. No natural gas service would be provided.

Solid Waste Management. The City of Rialto’s Waste Management Office provides environmental services to City residents and businesses. The Waste Management Office oversees the City's refuse and recycling service contract provided by Burrtec Disposal.

Section 2
West Coast Boulevard and Locust Avenue Warehouse Project Description of Proposed Project

15 Addendum to the Rialto Airport Specific Plan EIR
Construction Activities
Project construction is anticipated to begin in 2024 with a construction duration of approximately nine months. Construction would occur in a single phase.

Although the project site is generally flat with a slight slope towards the southeast corner, due to the nature of the on-site soils, the Project would require over-excavation, relocation of on-site soils, and the removal of cobbles, cobble fragments, boulders, and boulder fragments. Based on information provided by the Applicant, total excavation and fill of soils for the proposed Project is anticipated to require 32,893 cubic yards (cy) of cut and 26,270 cy of fill, with approximately 6,623 cy of imported soil.

Intended Uses of the Addendum
City of Rialto
The City of Rialto is the Lead Agency as set forth in CEQA Section 21067 and is responsible for reviewing and approving the West Coast Boulevard and Locust Avenue Warehouse Project. The City of Rialto Planning Commission will consider the following discretionary approvals for the Project:
▪ Conditional Development Permit No. 2023-0011 to allow the development of a warehouse and distribution facility, which is a conditionally permitted use in industrial zones within the City. ▪ Precise Plan of Design No. 2023-0018 for the development and operation of a 225,173-sf warehouse and distribution building and associated loading area, paving, screening, landscaping, lighting, storm water retention, etc. on 11.21 acres (APN 0239-301-39; 0239-301-40; 0239-301- 51; 0239-301-55; 0239-301-56; and 0239-301-64) located at the southeast corner of West Coast Boulevard and Locust Avenue within the Planned Industrial Development (I-PID) zone of the Rialto Airport Specific Plan.
▪ Tentative Parcel Map No. 20853 to consolidate the existing parcels into one parcel and show the required City right -of-way dedication for West Coast Boulevard, vacations and easements (see Exhibit 6: Tentative Parcel Map).

Responsible Agencies
Santa Ana Regional Water Quality Control Board (RWQCB): Issuance of a National Pollution Discharge Elimination System (NPDES) Permit and Construction General Permit.

West Coast Boulevard and Locust Avenue Warehouse Project Rialto, CA
Exhibit 6: Tentative Parcel Map
SCALE 1" =

N LOCUST AVE

WEST COAST BLVD
LOWELL ST.

SUMMIT AVE. (FORMER)
LEGEND

ENCUMBRANCES
SITE

OFFICIAL USE ONLY
ASSESSORS PARCEL NUMBERS:

REFERENCE MAPS

APPLICANT
OWNER

MAP PREPARER
UTILITIES:

LEGAL DESCRIPTIONS:

SECTION A-A PROPOSED LOCUST AVE STREET SECTION

SECTION B-B PROPOSED WEST COAST BLVD STREET SECTION
A A
- -
B
B
-
-

PROJECT TYPE
1 *SURVEYOR NOTES:

LOT "C" ACREAGE = 0.74 ACRES

SHEET INDEX

I:\JOBS\122\2127 RIALTO THRIFTY WEST COAST INDUSTRIAL\CAD\TPM\2127-TPM NO. 20853.DWG 4/30/24

Section 3
West Coast Boulevard and Locust Avenue Warehouse Project Evaluation of Environmental Impacts

17 Addendum to the Rialto Airport Specific Plan EIR

EVALUATION OF ENVIRONMENTAL IMPACTS
The scope of the City’s review of the proposed West Coast Boulevard and Locust Avenue Warehouse Project is governed by provisions set forth in CEQA and the State CEQA Guidelines (Title 14, CCR §§15000 et seq .). This review is limited to evaluating the environmental effects associated with the proposed Project to the environmental effects of the Airport Specific Plan as set forth in the Airport Specific Plan EIR. This Addendum also reviews new information, if any, of substantial importance that was not known and could not have been known with the exercise of reasonable due diligence at the time the Airport Specific Plan EIR was certified. This evaluation includes a determination as to whether the changes proposed for the Project would result in any new significant impacts or a substantial increase in a previously identified significant impact.

Although State CEQA Guidelines Section 15164 does not stipulate the format or content of an Addendum, the topical areas in the CEQA Guidelines environmental checklist were used as guidance for this Addendum. This comparative analysis provides the City with the factual basis for determining whether any changes in the Project, any changes in circumstances, or any new information since the Airport Specific Plan EIR was certified would require additional environmental review or preparation of a Subsequent EIR or Supplemental EIR.

As previously discussed, pursuant to PRC Section 21166 and State CEQA Guidelines Section 15162, when an EIR has been previously certified for a project, no subsequent or supplemental EIR shall be prepared for that project unless the lead agency determines that one or more of the following three conditions are met: changes in the proposed project result in new or substantially more severe impacts than were disclosed in the previous EIR; changes in the circumstances surrounding the project result in new or substantially more severe impacts than were disclosed in the previous EIR; or new information has come to light showing that new or substantially more severe impacts than were disclosed in the previous EIR.

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Aesthetics
Threshold (a) Would the project have a substantial adverse effect on a scenic vista? Threshold (b) Would the project substantially damage scenic resources, including, but not limited to, trees, rock outcroppings, and historic buildings within a State scenic highway? Threshold (c) Would the project conflict with applicable zoning and other regulations governi ng scenic quality?
Threshold (d) Would the project create a new source of substantial light or glare, which would adversely affect day or nighttime views in the area?
Summary of Impacts Identified in the Airport Specific Plan EIR The Initial Study for the Airport Specific Plan EIR noted that there were no scenic vistas or scenic highways within the Airport Specific Plan area. The Airport Specific Plan EIR characterized the Airport Specific Plan area as vacant property often littered with debris and not maintained resulting in visual blight. The area lacks continuity in signage, streetscape treatments, pedestrian environment, and a sense of place. The Airport Specific Plan EIR determined that the conversion of open space to urban uses would alter views in the area; however, implementation of the Design Guidelines and Development Standards in the Airport Specific Plan would ensure aesthetic quality of development . The Airport Specific Plan EIR include s Mitigation Measure 5.14-1 that requires the review of projects for conformance with the City’s policies and guidelines to reduce potential impacts to a less than significant level. The Airport Specific Plan also found that implementation of the Airport Specific Plan would introduce new sources of light and glare.

The Airport Specific Plan EIR Mitigation Measure 5.14-2 requiring a lighting plan would ensure that lighting is shielded to protect adjacent residential uses in the evening hours. The Airport Specific Plan EIR notes that ensuring that new projects conform with City regulations, policies and guidelines and the Development Regulations and Design Guidelines in the Airport Specific Plan that address visual quality and scenic resources would reduce potential aesthetic impacts to a less than significant level and create beneficial impacts.

Project-Specific Analysis and Significance Determination : No new impacts; no substantial change from previous analysis.

The Project would allow for an industrial warehouse and distribution development. The project site is located in a predominately industrial area of the City but there are also single-family residences adjacent to the site . The land uses bordering the project site consist of West Coast Boulevard and single-family residences to the north; single-family residences to the east; industrial uses to the south ; and Locust Avenue and industrial uses west of Locust Avenue.

With respect to scenic vistas, the General Plan encourages the protection of scenic resources and views of the San Gabriel and San Bernardino Mountains, and the La Loma Hills, Jurupa Hills, Box Spring Mountains, Moreno Valley, and Riverside by limiting building heights 1. The Initial Study for the Airport Specific Plan EIR noted that there were no scenic vistas or scenic highways within Airport Specific Plan area.

1 City of Rialto. (2010). Rialto General Plan. https://www.yourrialto.com/DocumentCenter/View/1494/2010 -General-Plan. Accessed March 2023.

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As noted in the Airport Specific Plan EIR, there are no State scenic highways adjacent to or proximate to the project site2 nor is it visible from any officially designated or eligible scenic highway. Additionally, there are no rock outcroppings, historic buildings, or any other scenic resources on the project site.

With respect to zoning and other regulations governing scenic quality, the Airport Specific Plan identifies the project site as Planned Industrial Developme nt (I-PID). Development standards for the Planned Industrial Development zone are identified in Chapters 5.5, Non -Residential, and 6.2.5, Industrial (I -AR, I-PID and I-GM) of the Airport Specific Plan. Title 18 of the Municipal Code functions as the City’ s Zoning Ordinance, which identifies the permitted land uses on all parcels in the City through assigned land use designations and associated land use regulations and development standards. The purpose of Title 18 is also to promote the consistent aesthetic character of the City and balance that character with continued development. Title 18 also contains provisions to manage light and glare levels in the City.

The maximum building height of the Project would be 36 feet 10 inches. This height is below the 75-foot maximum height allowed by the Airport Specific Plan (as amended by Ordinance No. 1604, which was approved and adopted by the City Council on July 26, 2018). The amendment changed the maximum building height in the I-AR and I-PID zones from 35 feet to 75 feet. As described in Section 2.5 of Ordinance No. 1604, the modification of the height limit would respect the environmental and aesthetic assets of the community by allowing for conformance with height standards in the General Plan and the Renaissance Specific Plan, which already permit 75-foot height limits for industrial buildings.

A 14-foot wall, setback approximately 25 feet, and ornamental trees would screen the truck yard from views along West Coast Boulevard . The warehouse and distribution building would be setback approximately 44 feet. Additionally, along Locust Avenue, the building would have a setback minimum of 25 feet, and a 14-foot wall and ornamental trees to screen the truck yard from views along Locust Avenue.

The employee parking on the eastern building frontage would be setback approximately 15 feet and 9 inches, and the warehouse and distribution building would be setback approximately 106 feet and 9 inches from the eastern property boundary. The north elevation, along West Coast B oulevard and the east elevation along Locust Avenue would both be set below the existing grade , minimizing impacts of views from the existing residences north of the project site and from Locust Avenue and minimizing the variance between the proposed building elevation and the height of the one-story and residences to the north and the one-story residence and two-story residences adjacent to and east of the project site.

The existing residences north of the project site, across West Coast Boulevard, are one-story single-family homes. The proposed warehouse and distribution building would be constructed from an elevation below the existing grade, which is below the elevation of the residences north of West Coast Boulevard.

Therefore, although the build ing would be a maximum of approximately 36 feet 10 inches, due to the change in grade and the 44-foot setback from West Coast Boulevard, the height of the building would be minimized as viewed from the residences north of West Coast Boulevard.

The existin g residen ces east of the project site consist largely of two -story single-family h omes. The proposed warehouse and distribution building would be constructed at approximately the same ground elevation as the existing ground surface, which is similar, or hi gher than the ground elevation of the existing residences east of the project site. Although the building would be a maximum of approximately

2 California Department of Transportation. (2023). California State Scenic Highway System Map. https://caltrans.maps.arcgis.com/apps/webappviewer/index.html?id=465dfd3d807c46cc8e8057116f1aacaa . Accessed March 2023.

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36 feet 10 inches, due to the building setback of more than 106 feet from the eastern property boundary, the height of the building would be minimized as viewed from the residences east of the project site.

Views of scenic resources and views from the project site are already partially obscured by intervening development including structures, landscaping, and overhead utility lines. Implementation of the Project would partially obscure long distant views of the San Gabriel Mountains and foothills to the north and northwest of the project site . However, due to existing and planned development in the area, implementation of the proposed Project consistent with the Airport Specific Plan would not substantially impact scenic vistas. The change is not considered a significant impact that would substantially affect the aesthetic nature of the project site, area, or the views from the project site. While the proposed Project would change the visual character of the site and alter views from some surrounding areas, these changes would not be considered to have a significant impact on a scenic vista.

The Project would change the site appearance from a vacant lot and a storage yard used for construction equipment to one with an industrial and distribution warehouse development. The aesthetic appearance of the site would be consistent with the intent of the Airport Specific Plan, specifically Section 5.5.2, Development Standards, which outlines the development standards for I -PID zoned areas. Compliance with the design guideline s would create a uniform and consistent theme within the overall plan area.

Therefore, although the visual characteristics of the site would change, the Project would be consistent with the intent of the Airport Specific Plan and with adopted development r egulations. The Airport Specific Plan EIR identified that development within the Airport Specific Plan area would be a beneficial aesthetic impact. Compliance and/or exceedance of the applicable development standards would ensure that the Project would not substantially impact the visual quality of the project site or its surroundings.

Implementation of the proposed Project would be considered a beneficial aesthetic impact.

With respect to light and glare, the Project would introduce additional sources of l ighting to illuminate the outside of the warehouse and distribution building, building entrance areas, signage, and the parking areas. Project lighting would be consistent with existing sources of nighttime lighting in the area associated with the existing industrial uses bordering and near the project site, as well as street lighting along Locust Avenue and West Coast Boulevard. Project lighting would be designed in accordance with the City’s Zoning Code and would comply with all applicable development sta ndards in Airport Specific Plan Section 6.2.5, Industrial (I -AR, I-PID, and I-GM). New sources of lighting would be oriented to avoid impacts on surrounding properties. For instance, freestanding light standards would not exceed 25 feet in height with no light spillage beyond property lines. General Plan Policy 2 -14.3 requires the use of building materials that do not produce glare, such as polished metals or reflective windows. The Project would comply with General Plan Policy 2-14.3 as well as the development lighting guidelines identified in Section 6.2 of the Airport Specific Plan Design Guidelines, and therefore would preclude significant impacts from the project site related to light and glare. Incorporation of these design features would ensure that the introduction of the new sources of light associated with the Project would be less than significant.

Accordingly, no new impacts relative to adverse effects related to scenic vistas, scenic highways, regulations governing scenic quality, or light and glare that would substantially increase the severity of a previously identified impact evaluated in the Airport Specific Plan EIR would occur. Additionally, no new information of substantial importance that was not known and could not have been known at the time the Airport Specific Plan EIR was certified is available that would impact the prior finding of less than significant with the incorporation of mitigation.

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Cumulative Impacts
As identified in the Airport Specific Plan EIR, implementation of the Airport Specific Plan was considered a beneficial impact to the visual quality of the area. Lighting impacts would be mitigated to a less than significant level by existing City regulations . A s discussed above, the Project would not cause a new significant adverse aesthetic impact to occur. Therefore, the Project would not cause a new cumulative impact to occur. Implementation of the Project would not alter the conclusions of the Airport Specific Plan EIR analysis and would not result in a new or substantially more severe Project-specific or cumulative aesthetic impact than those already analyzed.

Mitigation Program
Mitigation Measures 5.14-1 and 5.14-2 from the Airport Specific Plan EIR are applicable to the proposed Project.

MM 5.14-1 As part of the Precise Plan of Design review process for new projects, the City shall evaluate projects for conformance with the p olicies, guidelines, and regulations contained in the Specific Plan, as well as the Open Space/Conservation Element.

MM 5.14.-2 A lighting plan shall be required as part of the Precise Plan of Design review process. The lighting plan shall be reviewed to ensure that lighting is shielded to protect adjacent residential uses during the evening hours.

Conclusion
Based on the comparative analysis set forth in this Addendum, no new impacts relative to adverse aesthetic impacts or a substantial increase in the severity of a previously identified impact evaluated in the Airport Specific Plan EIR would occur. With regard to PRC Section 21166 and State CEQA Guidelines Section 15162(a), the Project would not result in any new impacts or increase the severity of the previously identified impacts with respect to aesthetics. There are no substantial changes to the circumstances under which the Project would be undertaken tha t would result in new or more severe environmental impacts than previously addressed in the Airport Specific Plan EIR. Additionally, no new information of substantial importance that was not known and could not have been known at the time the Airport Specific Plan EIR was certified is available that would impact the prior finding of less than significant with mitigation . Therefore, preparation of a subsequent environmental analysis is not warranted.

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Agricultural and Forestry Resources
Threshold (a) Convert Prime Farmland, Unique Farmland, or Farmland of Statewide Importance (Farmland), as shown on the maps prepared pursuant to the Farmland Mapping and Monitoring Program of the California Resources Agency, to non-agricultural use? Threshold (b) Conflict with existing zoning for agricultural use, or a Williamson Act contract? Threshold (c) Involve other changes in the existing environment which, due to their location or nature, could result in conversion of Farmland, to non-agricultural use or conversion of forest land to non-forest use?
Threshold (d) Would the project result in the loss of forest land or conversion of forest land to non - forest use?
Threshold (e) Would the project involve other changes in the existing environment which, due to their location or nature, could result in conversion of Farmland to non -agricultural use or conversion of forest land to non-forest use?
Summary of Impacts Identified in the Airport Specific Plan EIR At the time that the Airport Specific Plan EIR was prepared, the C EQA Appendix G checklist did not evaluate the loss or conversion of forest land or conversion of farmland to non-agricultural use. However, no agricultural lands or forest land were present in the Airport Specific Plan area. The Initial Study for the Airport Specific Plan EIR stated that there were no agricultural resources in the Airport Specific Plan area nor were there any agricultural operations currently in existence in the area. No significant impacts were identified and mitigation was not required.

Project-Specific Analysis and Significance Determination: No impact; no substantial change from previous analysis.

There are no agricultural resources in the Airport Specific Plan area or proximate to the project site. No Prime Farmland, Unique Farmland, or Farmland of Statewide or Local Importance is mapped in the vicinity of the project site; the project site is designated as Urban and Built-Up Land3. Further, the project site is not the subject of a Williamson Act Contract.

The project site does not include forestry resources, including timberlands. No impacts related to the loss of farmland would occur. The Airport Specific Plan EIR did not propose agricultural or forestry land uses on the project site 4. Accordingly, no new impact relative to agricultural or forestry resources or a substantial increase in the severity of a previously identified significant impact evaluated in the Airport Specific Plan EIR would occur. Additionally, no new information of substantial importance that was not known and could not have been known at the time the Airport Specific Plan EIR was certified is available that would impact the prior finding of no significant impact.

Cumulative Impacts
Because the project site does not contain agricultural or forestry resources nor does it have a land use designation that would allow for these uses, the Project would not cumulatively contribute to any impact to agriculture or forestry resources. Therefore, the proposed Project would not cause a new cumulative

3 California Department of Conservation. (20 23a) California Important Farmland Finder . https://maps.conservation.ca.gov/dlrp /ciff/.

Accessed March 2023.
4 City of Rialto. (1997). Rialto Airport Specific Plan Program Environmental Impact Report .

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impact to occur. Implementation of the Project would not alter the conclusions of the Airport Specific Plan EIR analysis and wou ld not result in a new or substantially more severe project -specific or cumulative impact than those already analyzed.

Mitigation Program
No mitigation measures are required.

Conclusion
Based on the comparative analysis set forth in this Addendum, no new impacts relative to agricultural or forestry resources would occur. With regard to PRC Section 21166 and State CEQA Guidelines Section 15162(a), the Project would not result in any new impacts with respect to agricultural and forestry resources. There are n o substantial changes to the circumstances under which the Project would be undertaken that would result in new or more severe environmental impacts than previously addressed in the Airport Specific Plan EIR. Additionally, no new information of substantial importance that was not known and could not have been known at the time the Airport Specific Plan EIR was certified is available that would impact the prior finding of no impact. Therefore, preparation of a subsequent environmental analysis is not warranted.

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Air Quality
Threshold (a) Would the project conflict with or obstruct implementation of the applicable air quality plan?
Threshold (b) Would the project result in a cumulatively considerable net increase of any criteria pollutant for which the project region is non-attainment under an applicable federal or State ambient air quality standard?
Threshold (c) Would the project expose sensitive receptors to substantial pollutant concentrations? Threshold (d) Would the project result in other emissions (such as those leading to odors) adversely affecting a substantial number of people?
Regional Plan Consistency. The Airport Specific Plan EIR con cluded that Airport Specific Plan implementation would result in a significant unavoidable impact with respect to consistency with the South Coast Air Quality Management District (SCAQMD) Air Quality Management Plan (AQMP) and the Southern California Association of Governments’ (SCAG) 1995 Regional Comprehensive Plan and Guide (RCPG). The Airport Specific Plan would substantially exceed the amount of traffic assumed in the City’s General Plan for the Airport Specific Plan area. Since traffic and growth projections from the General Plan were used in AQMP and RCPG projections, buildout of the Airport Specific Plan would exceed growth/traffic projections anticipated in regional growth management plans and would not be consistent with local or regional growth do cuments. Therefore, the Airport Specific Plan EIR concluded that a significant unavoidable impact would occur.

Construction. The Airport Specific Plan EIR determined that air quality short -term impacts would occur from construction activities, including exhaust emissions from construction equipment and trucks hauling materials to and from sites. Specifically, the Airport Specific Plan EIR identified the total estimated pollutant emissions generated during construction assuming a 19 -year buildout period. Th e Airport Specific Plan EIR noted that Airport Specific Plan construction activities would generate 448 pounds per day of reactive organic gases (ROG), 6,581 pounds per day of nitrogen oxides (NOx), 1,431 pounds per day of carbon monoxide (CO) and 467 pounds per day of particulate matter with a diameter of 10 microns or less (PM10). Construction emissions were determined to exceed SCAQMD thresholds for all four pollutants (ROG, NOx, CO, and PM10), with mitigation. Mitigation Measures 5.9-1A through 5.9-1H were identified in the Airport Specific Plan EIR to reduce short -term air emissions from implementation of the Airport Specific Plan. Airport Specific Plan implementation would result in significant unavoidable short-term air quality impacts.

Operations. The Airport Specific Plan EIR noted that the Airport Specific Plan would substantially exceed SCAQMD operational emission thresholds, except for PM 10. Specifically, total mobile (vehicular) source and stationary source (natural gas and power plant) emissions would result in the following estimated net daily pollutant generation at Specific Plan buildout: 26,237 pounds of CO, 5.323 pounds of NOx, 1,075 pounds of ROG, and 114 pounds of PM 10. The mixed -use nature of the Specific Plan and the implementation of q uantifiable mitigation measures (Mitigation Measures 5.9 -2A and 5.9 -2B) would reduce long-term air quality impacts but they would remain significant and unavoidable.

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Project-Specific Analysis and Significance Determination: No new impacts/reduced impacts; change from previous analysis.

The land use designation for the project site in the Airport Specific Plan is Planned Industrial Development (I-PID). Warehouses are a permitted use in the I-PID. The Airport Specific Plan assumed a maximum floor area ratio (FAR) of 0.7:1 for Planned Industrial Development. The total area of the project site is 488,624 sf, resulting in a maximum allowable building size of 342,037 s f. The Project proposes an approximately 225,173-sf warehouse and distribution facility, including an approximately 10,000 sf office component. As such, the proposed development would generate fewer vehicular trips and generate less emissions than assumed for the project site in the Airport Specific Plan EIR. Accord ingly, air quality impacts associated with the proposed Project would be less than those assumed for the project site in the Airport Specific Plan EIR.

Regional Plan Consistency. With respect to whether the proposed Project would be consistent with the SCAQMD AQMP, AQMPs use regional growth projections that are based on the land use designations in the local general plans. Therefore, the land uses assumed, and the growth anticipated in the Airport Specific Plan EIR would be incorporated into the current 2022 AQMP, which supersedes the prior AQMP.

Criteria for determining consistency with the AQMP are defined by the following indicators:
▪ Consistency Criterion No. 1 : Whether a p roject will result in an increase in the frequency or severity of existing air qua lity violations, or cause or contribute to new violations, or delay the timely attainment of air quality standards or the interim emissions reductions specified in the AQMP.
▪ Consistency Criterion No. 2 : Whether a p roject will exceed the assumptions in the AQMP or increments based on the year of project buildout phase.

With respect to the first criterion, based on the air quality modeling analysis conducted for the proposed Project and summarized later in this Addendum sec tion, the Project would not exceed any SCAQMD thresholds for construction or operations. Therefore, the Project would not increase the frequency or severity of existing air quality violations. The proposed Project would be consistent with the first criterion and would not result in an increase in the frequency or severity of existing air quality violations or delay timely attainment of air quality standards (see Table 3.3-1 and Table 3.3-2).

Concerning Consistency Criterion No. 2, the 2022 AQMP contains air pollutant reduction strategies based on SCAG’s latest growth forecasts, and SCAG’s growth forecasts were defined in consultation with local governments and with reference to local general plans. Projections for achieving air quality goals are based on assumptions regarding population, housing, and growth trends. Therefore, the SCAQMD’s second criterion for determining project consistency focuses on whether the proposed Project exceeds the assumptions used in preparing the forecasts presented in the 2022 AQMP.

The Project’s proposed industrial warehouse and distribution use is an allowable use identified in the Airport Specific Plan and assumes less square footage than is permitted and previously analyzed under the Specific Plan for the project site. The Project is consistent with the City’s land use designations and no change would be required. T herefore, the Project would not exceed the population or job growth projections used by the SCAQMD to develop the AQMP. T he Project is also consistent with th e second criterion. On a project-specific basis, the proposed Project would be consistent with the AQMP. Project implementation would not result in new or increase the severity of impacts as it pertains to consistency Section 3
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with the AQMP and the City ’s G eneral P lan. Therefore, there are no changes or new significant information that would require preparation of subsequent CEQA documentation.

Construction Emissions. Construction associated with the Project would generate short-term emissions of criteria air pollut ants. The criteria pollutants of primary concern are ozone (O 3)-precursor pollutants (i.e., ROG and NO X) and PM 10 and PM 2.5. Construction -generated emissions are short term and of temporary duration, lasting only as long as construction activities occur bu t would be considered a significant air quality impact if the volume of pollutants generated exceeds the SCAQMD’s thresholds of significance.

Construction results in the temporary generation of emissions resulting from site grading, road paving, motor vehicle exhaust associated with construction equipment and worker trips, and the movement of construction equipment, especially on unpaved surfaces. Emissions of airborne particulate matter are largely dependent on the amount of ground disturbance associated with site preparation activities as well as weather conditions and the appropriate application of water.

Project construction is estimated to last approximately nine months. Construction -generated emissions associated with the Project were calculated using the California Air Resources Board (CARB) -approved CalEEMod computer program, which is designed to model emissions for land use development projects, based on typical construction requirements. With regard to fugitive dust, the Project would be required to implement SCAQMD Rules 402 and 403 (prohibition of nuisances, watering of inactive and perimeter areas, track out requirements, etc.). Therefore, fugitive dust suppression has been accounted for in CalEEMod. The table shows that all criteria pollutant emi ssions would remain below their respective thresholds and impacts would be less than significant . See Appendix A for more information regarding the construction assumptions used in this analysis. Predicted maximum daily construction -generated emissions for the Project are summarized in Table 3.3-1: Construction-Related Emissions.

Table 3.3-1: Construction-Related Emissions
Construction Year
Maximum Pounds Per Day
ROG NOx CO SO2 PM10 PM2.5
2024 55.87 36.90 34.04 0.09 10.22 4.15
SCAQMD Threshold 75 100 550 150 150 55
Exceed SCAQMD
Threshold? No No No No No No
ROG = Reactive Organic Gases; NO X = Nitrogen Oxides; CO = Carbon Monoxide; SO 2 = Sulfur Dioxide; PM 10 = Particulate Matter 10 microns in diameter or less; PM2.5 = Particulate Matter 2.5 microns in diameter or less Notes: SCAQMD Rule 403 Fugitive Dust applied. The Rule 403 reduction/credits include the following: properly maintain mobile and other construction equipment; replace ground cover in disturbed areas quickly; water exposed surfaces three times daily; cover stockpiles with tarps; water all haul roads twice daily; and limit speeds on unpaved roads to 15 miles per hour. Reductions percentages from th e SCAQMD CEQA Handbook (Tables XI-A through XI-E) were applied. Refer to Appendix A for Model Data Outputs.

Source: CalEEMod version 2022.1.

Operational Emissions. The Project’s operational emissions would be associated with area sources (e.g., landscape maintenance equipment, architectural coatings, off -road equipment, etc.) , energy sources, mobile sources (i.e., motor vehicle use), and off-road equipment. Primary sources of operational criteria pollutants are from motor vehicle use and area sources. The operational emissions sources are described below.

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▪ Area Source Emissions. Area source emissions would be generated due to on -site equipment, architectural coating, and landscaping that were previously not present on the site. ▪ Energy Source Emissions. Energy source emissions would be generated due to electricity and natural gas usage associated with the Project. Primary uses of electricity and natural gas by the Project would be for miscellaneous warehouse equipment, space heating and cooli ng, water heating, ventilation, lighting, appliances, and electronics. ▪ Mobile Source. Mobile sources are emissions from motor vehicles, including tailpipe and evaporative emissions. Depending upon the pollutant being discussed, the potential air quality impact may be of either regional or local concern. For example, ROG, NOX, PM10, and PM2.5 are all pollutants of regional concern. NO X and ROG react with sunlight to form O 3, known as photochemical smog. Additionally, wind currents readily transport PM10 and PM2.5. However, CO tends to be a localized pollutant, dispersing rapidly at the source.

Project-generated vehicle emissions are based on the trip generation within the Project’s Traffic Impact Analysis and incorporated into CalEEMod as recommended by the SCAQMD. Per the Project Trip Generation and VMT Screening Memorandum, the Project would generate 391 daily trips (235 passenger vehicle trips and 156 truck trips).

Long-term operational emissions attributable to the Project are summarized in Table 3.3-2: Operational Emissions. Table 3.3-2 shows that the Project’s emissions would not exceed SCAQMD thresholds.

Table 3.3-2: Operational Emissions
Source
Maximum Pounds Per Day
ROG NOx CO SO2 PM10 PM2.5
Airport Specific Plan Allowed Development
Area Source Emissions 14.55 0.18 21.22 0.00 0.04 0.03
Energy Emissions 0.14 2.52 2.11 0.02 0.19 0.19
Mobile Emissions 2.48 40.54 48.52 0.38 17.10 4.85
Off-Road Emissions 0.00 0.00 0.00 0.00 0.00 0.00
Total Emissions 17.17 43.24 71.85 0.4 17.33 5.07
Proposed Project
Area Source Emissions 6.84 0.08 9.93 0.00 0.02 0.01
Energy Emissions 0.07 1.19 1.00 0.01 0.09 0.09
Mobile Emissions 1.16 18.94 22.73 0.18 8.00 2.27
Off-Road Emissions 5.72 15.58 90.81 0.02 0.51 0.39
Total Emissions 13.79 35.79 124.47 0.21 8.62 2.76
Net Emissions
(Project Minus Airport Specific
Plan)
-3.38 -7.45 52.62 -0.19 -8.71 -2.31
SCAQMD Threshold 55 55 550 150 150 55
Exceeds Threshold? No No No No No No
ROG = Reactive Organic Gases; NO X = Nitrogen Oxides; CO = Carbon Monoxide; SO 2 = Sulfur Dioxide; PM 10 = Particulate Matter 10 microns in diameter or less; PM2.5 = Particulate Matter 2.5 microns in diameter or less Source: CalEEMod version 2022.1. Refer to Appendix A for model outputs.

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Off-Road Equipment Emissions. Because the Project is a speculative warehouse and distribution development and the final end user is not known, to be conservative it was assumed that the Project would operate 4 electric forklifts for 12 hours per day, 1 yard truck for 6 hours per day, and 1 generator for 50 hours per year.

Localized Construction Significance Analysis. The nearest sensitive receptors are the single -family residences located approximately 15 feet (5 meters) east of the site. To identify imp acts to sensitive receptors, the SCAQMD recommends addressing LSTs for construction. LSTs were developed in response to SCAQMD Governing Boards' Environmental Justice Enhancement Initiative (I-4). The SCAQMD provided the Final Localized Significance Threshold Methodology (dated June 2003; revised 2008) for guidance. The LST methodology assists lead agencies in analyzing localized impacts associated with project -specific emissions.

CalEEMod calculates construction emissions based on the number of equipment hours and the maximum daily soil disturbance activity possible for each piece of equipment . Table 3.3 -3: Equipment -Specific Grading Rates, identifies the maximum daily disturbed acreage for comparison to LSTs. The appropriate source receptor area (SRA) for the localized significance thresholds is the Central San Bernardino Valley (SRA 34) since this area includes the project site. LSTs apply to CO, NO 2, PM10, and PM 2.5. The SCAQMD produced look -up tables for projects that disturb areas less than or equal to 5 acres in size. Project construction is anticipated to disturb a maximum of 4 acres in a single day.

Table 3.3-3: Equipment-Specific Grading Rates
Construction
Phase Equipment Type
Equipment
Quantity
Acres Graded
per 8-Hour
Day
Operating
Hours per Day
Acres Graded
per Day
Grading
Tractors 2 0.5 8 1
Graders 1 0.5 8 0.5
Dozers 1 0.5 8 0.5
Scrapers 2 1 8 2
Total Acres Graded per Day 4
Source: CalEEMod version 2022. 1. Refer to Appendix A for model outputs.

The SCAQMD’s methodology states that “off -site mobile emissions from the project should not be included in the emissions compared to LSTs.” Therefore, only emissions included in the CalEEMod “on - site” emissions outputs were considered. The nearest sensitive receptors are the resid ences located approximately 15 feet (5 meters) east of the site. LST thresholds are provided for distances to sensitive receptors of 25, 50, 100, 200, and 500 meters. The SCAQMD recommends that the 25-meter LSTs should be used for receptors located approxi mately 25 meters away or less. Therefore, the LSTs for receptors located at 25 meters were used. Table 3.3-4: Localized Significance of Construction Emissions, presents the results of localized emissions during construction. The table shows that emissions of these pollutants on the peak day of construction would not result in significant concentrations of pollutants at nearby sensitive receptors. Significant impacts would not occur concerning LSTs during construction.

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Table 3.3-4: Localized Significance of Construction Emissions Construction Activity
Maximum Pounds Per Day
NOx CO PM10 PM2.5
Demolition (2024) 24.89 21.74 7.67 1.98
Site Preparation (2024) 35.95 32.93 6.71 4.10
Grading (2024) 34.29 30.17 3.84 2.28
Building Construction (2024) 11.22 13.12 0.50 0.46
Paving (2024) 7.81 10.03 0.39 0.36
Architectural Coating (2024) 0.91 1.15 0.03 0.03
Maximum Emissions 35.95 32.93 7.67 4.10
SCAQMD Localized Screening
Threshold (4 acres at 25 meters) 237 1,488 12 7
Exceed SCAQMD Threshold? No No No No
NOx = nitrogen oxide; CO = carbon monoxide; PM 10 = coarse particulate matter; PM 2.5 = fine particulate matter Source: CalEEMod version 2022.1. Refer to Appendix A for model outputs.

Localized Operational Significance Analysis. According to the SCAQMD LST methodology, LSTs apply to the operational phase of a project only if it includes stationary sources or attracts mobile sources that may spend long periods queuing and idling at the s ite (e.g., warehouse facilities). Since the Project is a warehouse and distribution development, the operational phase LST protocol is conservatively applied to both the area source and some portions of the mobile source emissions . As the nearest receptors are located approximately 15 feet (5 meters) to the east of the project site, the 25-meter LSTs for SRA 34 were used. Although the project site is approximately 11.21 acres,5 the 5-acre LST threshold was conservatively assumed for the Project, as the LST s increase with the size of the site. Therefore, the 5 -acre LSTs are conservative for evaluation of a 11.21-acre site.

The LST analysis only includes on -site sources. However, the CalEEMod model outputs do not separate on-site and off -site emissions for mo bile sources. For a worst -case scenario assessment, the emissions shown in Table 3.3-5: Localized Significance of Operational Emissions, conservatively include all on-site project-related stationary sources and 10 percent of the project-related vehicle emissions since a portion of mobile sources could include trucks idling on the site. The table shows that the maximum daily emissions of these pollutants during operations would not result in significant concentrations of pollutants at nearby sensitive recept ors. Therefore, significant impacts would not occur concerning LSTs during operational activities.

5 The 5-acre LST threshold used to evaluate the Project remains conservative when evaluating the total area of disturbance (12.01 acres) because the LSTs increase with the size of the site; findings are not impacted.

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Table 3.3-5: Localized Significance of Operational Emissions Activity
Maximum Pounds Per Day
NOx CO PM10 PM2.5
On-Site and Mobile Source Emissions1 18.74 104.01 1.42 0.72 SCAQMD Localized Screening Threshold: (5 acres
at 25 meters) 270 1,746 4 2
Exceed SCAQMD Threshold? No No No No
NOx = nitrogen oxide; CO = carbon monoxide; PM 10 = coarse particulate matter; PM 2.5 = fine particulate matter

1. Conservatively assumes 10 percent of mobile emissions are on -site.

Source: CalEEMod version 2022.1. Refer to Appendix A for model outputs.

The project operator may be required to implement addi tional emission reduction strategies.

Conservatively, this analysis is not taking credit for these potential reductions.

Criteria Pollutant Health Impacts. On December 24, 2018, the California Supreme Court issued an opinion identifying the need to provid e sufficient information connecting a project’s air emissions to health impacts or explain why such information could not be ascertained (Sierra Club v. County of Fresno [Friant Ranch, L.P.] [2018] Cal.5th, Case No. S219783). The SCAQMD has set its CEQA significance thresholds based on the Federal Clean Air Act, which defines a major stationary source (in extreme ozone nonattainment areas such as the South Coast Air Basin) as emitting 10 tons per year. The thresholds correlate with the trigger levels for th e federal New Source Review (NSR) Program and SCAQMD Rule 1303 for new or modified sources. The NSR Program 6 was created by the F ederal Clean Air Act to ensure that stationary sources of air pollution are constructed or modified in a manner that is consis tent with attainment of health-based federal ambient air quality standards. The federal ambient air quality standards establish the levels of air quality necessary, with an adequate margin of safety, to protect the public health.

Therefore, projects that d o not exceed the SCAQMD’s LSTs and mass emissions thresholds would not violate any air quality standards or contribute substantially to an existing or projected air quality violation and no criteria pollutant health impacts.

As previously discussed, Project emissions would be less than significant and would not exceed SCAQMD thresholds (refer to Table 3.3-1 and Table 3.3-2). Localized effects of on-site Project emissions on nearby receptors were also found to be less than significant (refer to Table 3.3-4 and Table 3.3 -5). The LSTs represent the maximum emissions from a project that are not expected to cause or contribute to an exceedance of the most stringent applicable federal or State ambient air quality standard. The LSTs were developed by the SCA QMD based on the ambient concentrations of that pollutant for each source receptor area and distance to the nearest sensitive receptor. The ambient air quality standards establish the levels of air quality necessary, with an adequate margin of safety, to p rotect public health, including protecting the health of sensitive populations such as asthmatics, children, and the elderly. As shown above, project-related emissions would not exceed the regional thresholds or the LSTs, and therefore would not exceed the ambient air quality standards or cause an increase in the frequency or severity of existing violations of air quality standards. Therefore, sensitive receptors would not be exposed to criteria pollutant levels in excess of the health-based ambient air quality standards.

Carbon Monoxide Hotspots. A CO hot spot is an area of localized carbon monoxide pollution that is caused by severe vehicle congestion on major roadways, typically near intersections. The purpose of the analysis

6 Code of Federal Regulation (CFR) [i.e., PSD (40 CFR 52.21, 40 CFR 51.166, 40 CFR 51.165 (b)), Non -attainment NSR (40 CFR 52.24, 40 CFR

51.165, 40 CFR part 51, Appendix S).

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is to verify that a project would not cause or contribute to a violation of the CO standard at intersections for which a significant impact would occur. It should be noted that the Air Basin is designated as an attainment area for State and federal CO standards; and that there has bee n a decline in CO emissions even though vehicle miles traveled on urban and rural roads have increased. The SCAQMD studied the four most congested intersections within the Air Basin in 2003 in order to support their CO “attainment” demonstration to the U.S . Environmental Protection Agency (U.S. EPA). The modeled intersections experienced more than 100,000 average daily trips, and SCAQMD found that even these highly-congested intersections would not cause a CO hot spot to result. Therefore, it can be reasona bly inferred that CO hot spots would not be experienced at any vicinity intersections as a result of 391 additional vehicle trips attributable to the Project. Therefore, impacts would be less than significant.

Health Risk Assessment. According to the Health Risk Assessment7, combined construction and operations would result in a maximum cancer risk of 8.99 in one million, which would not exceed the SCAQMD threshold of 10 in one million . The highest maximum chronic hazard index associated with unmitigated DPM emissions from the Project would be 0.02, which is below SCAQMD’s threshold. Therefore, impacts associated with carcinogenic risk and non-carcinogenic hazards are less than significant. It should be noted that the Health Risk Assessment assesses the Project’s incremental contribution to health risk impacts, consistent with the SCAQMD guidance and methodology. The SCAQMD has not established separate cumulative thresholds and does not require combining impacts from cumulative projects. The SCAQMD considers projects that do not exceed the project -specific thresholds to generally not be cumulatively significant.8 Therefore, impacts related to health risk from the Project would be less than significant.

Other Emissions. The SCAQMD CEQA Air Quality Handbook identifies certain land uses as sources of odors. These land uses include agriculture, wastewater treatment plants, food processing plants, chemical plants, composting facilities, refineries, landfills, dairies, and fiberglass molding. The Project would not include any of the se land uses. During construction -related activities, some odors (not substantial pollutant concentrations) that may be detected are those typical of construction vehicles (e.g. , diesel exhaust from grading and construction equipment). These odors are a temporary short-term impact that is typical of construction projects and would disperse rapidly. The Project would not include any of the land uses that have been identified by the SCAQMD as odor sources. Therefore, the Project would not create objectionable odors.

Cumulative Impacts
The significance threshold for cumulative air quality impacts is the same as for project -specific impacts. projects that do not exceed project -specific thresholds are considered by the SCAQMD to not have a cumulatively significant impact.9 The Project would not result in significant operational air quality impacts including nonattainment criteria pollutants. The Project would not exceed SCAQMD construction thresholds. The Project would be consistent with the Airport Specific Plan and would not require any land use designation changes, and would therefore comply with the 2022 AQMP, which is intended to bring the Air Basin into attainment for all criteria pollutants. Therefore, the Project’s contribution to regional pollutant concentrations would not be cumulatively considerable. As discussed above, the proposed

7 Kimley-Horn and Associates, West Coast Boulevard and Locust Avenue Warehouse Project Health Risk Assessment , November 2023. 8 South Coast Air Quality Management District, White Paper on Potential Control Strategies to Address C umulative Impacts from Air Pollution , August 2003.
9 South Coast Air Quality Management District, White Paper on Potential Control Strategies to Address Cumulative Impacts from Air Pollution , August 2003. http://www.aqmd.gov/docs/default -source/Agendas/Environmental-Justice/cumulative-impacts-working-group/cumulative- impacts-white-paper-appendix.pdf?sfvrsn=4
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Project would not cause a new air quality impact to occur. Therefore, the proposed Project would not result in cumulatively considerable impacts.

Mitigation Program
The Airport Specific Plan EIR includes measures to reduce potential impacts associated with the implementation of the Airport Specific Plan. Mitigation Measures 5.9 -1A through 5.9 -1H, 5.9 -2A, and

5.9-2B are applicable to the proposed Project.

MM 5.9-1A The project shall comply with State, City, and Uniform Building Code dust control regulations, so as to prevent the soil from being eroded by wind, creating dust, or blowing onto a public road or roads or other public or private property.

MM 5.9-1B Adequate watering techniques shall be employed to partially mitigate the impact of construction-generated dust particulates. Portions of the project site that are undergoing earth moving operations shall be watered such that a crust will be formed on the ground surface and then watered again at the end of the day. Unpaved construction roads shall be watered at least three times a day.

MM 5.9-1C SCAQMD Rule 403, as amended, as well as City of Rialto Ordinance No. 649, Section 18, shall be adhered to, ensuring the clean up on the construction -related dirt on approach routes to the site, and the application of water and/or chemical dust retardants that solidify loose soils shall be implemented for construction vehicle access, as directed by the City Engineer. This shall include covering, watering or otherwise stabilizing all inactive soil piles (left more than 10 days) and inactive graded areas (left more than 10 days).

MM 5.9-1D Any vegetative ground cover to be utilized on-site shall be planted as soon as possible to reduce the amount of open space subject to wind erosion. Irrigation shall be installed as soon as possible to maintain the ground cover and minimize blows.

MM 5.9-1E Grading activity shall be suspended when local winds exceed 25 miles per hour and during first and second stage smog alerts.

MM 5.9-1F All trucks shall maintain a minimum of two feet of freeboard.

MM 5.9-1G All trucks hauling dirt, soil or other loose dirt material shall be covered.

MM 5.9-1H All construction roads with more than 50 daily trips shall be paved.

MM 5.9-2A In order to reduce emissions from the power plant providing electricity to the site and from natural gas consumed by the project's users, on -site buildings shall, at a minimum, be constructed to comply with State Energy Efficiency Standards (Title 24).

MM 5.9-2B The commercial use tenants shall comply with applicable SCAQMD employer trip reduction regulations and the City's Transportation Demand Ordinance. The project shall, at a minimum, consider the following:
▪ Bicycle racks, lockers and secure storage areas for bicycles ▪ Marked pedestrian lanes and driver warning signs
▪ Transit access, including bus turnouts
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▪ Preferential parking zone, free parking and/or parking limits ▪ Site access shall avoid queuing in driveways
▪ Mulch, groundcover and native vegetation to reduce energy for pumping water Conclusion
Based on the comparative analysis set forth in this Addendum, air quality impacts associated with the proposed Project would be less than those assumed and already analyzed for the project site in the previously certified Airport Specific Plan EIR. No new impacts relative to adverse air quality impacts or a substantial increase in the severity of a previously identified significant impact evaluated in the Airport Specific Plan EIR would occur. With regard to PRC Section 21166 and State CEQA Guidelines Secti on 15162(a), the Project would not result in any new impacts, or increase the severity of the previously identified impacts, with respect to air quality. There are no substantial changes to the circumstances under which the proposed Project would be undert aken that would result in new or more severe environmental impacts than previously addressed in the Airport Specific Plan EIR. Additionally, no new information of substantial importance that was not known and could not have been known at the time the Airport Specific Plan EIR was certified is available that would impact the prior finding of significant unavoidable impact. Therefore, preparation of a subsequent environmental analysis is not warranted.

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Biological Resources
Threshold (a) Would the project have a substantial adverse effect, either directly or through habitat modifications, on any species identified as a candidate, sensitive, or special -status species in local or regional plans, policies, or regulations, or by the California Department of Fish and Wildlife or U.S. Fish and Wildlife Service? Threshold (b) Would the project have a substantial adverse effect on any riparian habitat or other sensitive natural community identified in local or regional plans, policies, regulations or by the California Department of Fish and Wildlife or U.S. Fish and Wildlife Service? Threshold (c) Would the project have a substantial adverse effect on State or federally protected wetlands (including, but not limited to, marsh, vernal pool, coastal, etc.) through direct removal, filling, hydrological interruption, or other means? Threshold (d) Would the project interfere substantially with the movement of any native resident or migratory fish or wildlife species or with established native resident or migratory wildlife corridors, or impede the use of native wildlife nursery sites? Threshold (e) Would the project conflict with any local policies or ordinances protecting biological resources, such as a tree preservation policy or ordinance? Threshold (f) Would the project conflict with the provisions of an adopted Habitat Conservation Plan, Natural Community Conservation Plan, or other approved local, regional, or State habitat conservation plan?
Summary of Impacts Identified in the Airport Specific Plan EIR The Airport Specific Plan EIR included field surveys and documentation of sensitive species in and around the Specific Plan area. No listed or candidate sensitive plant species were observed on or around the Specific Plan area. One special status animal, the San Diego Horned Lizard, was observed within the Airport Specific Plan area. Two other sensitive species, the Orange-Throated Whiptail and California Gnatcatcher, were recorded within two miles of the boundaries of the Airport Specific Plan study area. Neither the San Diego Horned Lizard or the Orange-Throated Whiptail status met the criteria for listing as threatened or endangered; therefore, impacts to these species pursuant to CEQA were found to be less than significant.

Potential impacts to the California Gnatcatcher, a federally threatened species and a California Species of Concern, were found to be less than significant with the incorporation of Mitigation Measure 5.6-3, which requires that presence/absence surveys be conducted for listed or candidate species potentially occurring within the boundaries of a proposed development, where applicable.

The Airport Specific Plan EIR did not include jurisdictional delineation of waters or wetlands but included Mitigation Measures 5.6-4a and 5.6-4b requiring developers to obtain applicable regulatory approvals from the California Department of Fish and Wildlife (CDFW), State Water Resources Control Board (SWRCB), and the U.S. Army Corps of Engineer s (USACE) as required under Section 404 of the federal Clean Water Act, where applicable for sites within the Specific Plan area that contain wetlands.

The Airport Specific Plan EIR determined that the Airport Specific Plan area is not connected to, or part of, a distinct wildlife movement corridor . Therefore, mitigation related to wildlife movement corridors was not required.

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Project-Specific Analysis and Significance Determination: No new impacts/r educed impact ; no substantial change from previous analysis.

A Biological Technical Report was prepared by Rocks Biological Consulting in November 2023 to evaluate potential biological resources impacts associated with the Project. The report is included as Appendix B to this Addendum.

Special-Status Plant Species
The project site consists of developed, non -native grassland (wild oats and annual brome grassland), ornamental, and disturbed lands; none of which are considered a sensitive natural community under CEQA. No special-status plant species, including federall y and/or state -listed and California Rare Plant Rank list plant species were identified on or are expected to occur on the project site. Therefore, the Project would not result in impacts on special-status plant species.

Threatened and Endangered Wildlife Species
San Bernardino Kangaroo Rat . San Bernardino kangaroo rat is a federally endangered and a State endangered species that is most commonly associated with alluvial fan scrub habitat. Alluvial fan scrub is similar to Riversidian sage scrub but also su pports some riparian species. Some characteristic species of this habitat include scale -broom ( Lepidospartum squamatum ), California buckwheat ( Eriogonum fasciculatum), white sage (Salvia apiana), and mulefat (Baccharis salicifolia). This species has historically been recorded along the Lytle Creek wash which is approximately one mile north of the project site ; however, the species has not been detected in the area since 2015. The project site does not overlap the critical habitat for San Bernardino kangaroo rat. This species has a very low potential to occur within the project site due to the lack of suitable habitat including alluvial fan scrub, the lack of suitable soil for burrowing, and absence of recent local occurrences.

Other Special-Status Wildlife Species
Burrowing Owl. The burrowing owl is listed as a Species of Special Concern by the CDFW. The project site is within the Burrowing Owl Overlay Zone. No burrowing owl individuals or active sign were observed during the general biological survey. The project site and the surrounding area is largely disturbed and/or developed, which limits foraging opportunities for this species. The on -site non -native gr assland and disturbed land may be marginally suitable for burrowing owl but are limited in size. Although California ground squirrels and debris piles are present on site, no burrows suitable for burrowing owl were observed during the general biological su rvey. In addition, during the general biological survey, on -site vegetation was tall and dense, which generally precludes burrowing owl occupancy due to their preference for a commanding view of the land surrounding their burrows. If weed abatement or disk ing is performed, the on-site non-native grassland may become more suitable for burrowing owl nesting and foraging and this species’ potential to occur may become moderate. However, given the existing conditions of the project site during the general biolo gical survey, burrowing owl has low potential to occur within the project site.

California Horned Lark. California horned lark is a CDFW Species of Special Concern . Although California horned lark was not observed within the project site during biological surveys, this species in known to occur in the area. California horned lark has a moderate potential to occur is based on the presence of suitable foraging and nesting habitat within and around the project site.

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Cooper’s Hawk. Cooper’s hawk is a CDFW Watch List species when nesting. Although Cooper’s hawk was not observed during biological surveys, its potential to occur is moderate for both nesting and foraging based on the presence of suitable ornamental trees on the project site and adjacent lands, and its ability to inhabit urban environments.

Nesting Birds
The proposed Project has the potential to impact active bird nests if vegetation is removed or ground disturbing activities are initiated during the nesting season. The non -native grasslands, ornamen tal, disturbed, and developed lands within the project site have the potential to support avian nests and impacts on nesting birds are prohibited by the Migratory Bird Treaty Act (MBTA) and/or California Fish and Game Code Section 3503, which states that i t is unlawful to “take, possess, or needlessly destroy” avian nests or eggs. It is preferable to remove habitat occur outside of the breeding season (generally February 15 through August 31). If vegetation removal cannot occur outside of the breeding seaso n, a qualified biologist would survey the area prior to the initiation of construction. If active nests are found, construction activities in the area containing the active nest plus an appropriate buffer (determined by the qualified biologist in consultat ion with CDFW) would be delayed until nestlings have fledged.

Consistent with the City’s standard conditions and in compliance with the MBTA and California Fish and Game Code, no significant impacts to nesting birds would occur.

Riparian Resources
No aquatic resources were identified during desktop review of the U.S. Fish and Wildlife Service (USFWS) National Wetlands Inventory (NWI) and U.S. Geological Survey (USGS) National Hydrography Dataset (NHD) databases. During the constraints -level aquatic resource s assessment, no aquatic resources potentially jurisdictional by the U.S./State were observed.

Wildlife Movement and Wildlife Corridors
With respect to wildlife movement and wildlife corridors, a wildlife corridor can be defined as a physical feature that links wildlife habitat, often consisting of native vegetation that joins two or more larger areas of similar wildlife habitat. Based on a review of the CDFW Biogeographic Information and Observation System data, the project site functions as part of a Rank 3, “Connections with Implementation Flexibility” which is a mid-tier rank within the Terrestrial Connectivity, Areas of Conservation Emphasis (ACE) dataset.

Areas with this rank could have connectivity importance dependent on future changes in the surrounded land use but are not considered to be habitat linkages or species corridors at this time. A Natural Landscape Block and an Essential Connectivity Area, as identified in the California Essential Habitat Connectivity dataset, are found approximately one half of a mile north of the project site; however, these important connectivity areas do not extend to the project site.

Local Policies and Ordinances
The proposed Project would not conflict with any local policies or ordinances protecting bi ological resources. The City does not have a tree preservation ordinance applicable to trees on private property.

Habitat Conservation Plans and Natural Community Conservation Plans The project site is not located with an active Habitat Conservation Plan (HCP) or Natural Community Conservation Plan (NCCP) area; therefore, the Project would not result in impacts on HCPs or NCCPs.

With respect to the project site, the Airport Specific Plan EIR did not identify the presence of sensitive biological resources, including wetlands and riparian habitat. The proposed Project is consistent with the Section 3
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development contemplated in the Airport Specific Plan EIR, and therefore the proposed Project would not have any impacts on biological resources that are different than th ose considered and addressed in the Airport Specific Plan EIR. The land use designation for the project site in the Airport Specific Plan is Planned Industrial Development (I-PID). Therefore, the biological resources analysis in the Airport Specific Plan EIR assumed that the site would be developed. Further, the project site has been previously disturbed, consisting of partially developed land featuring construction equipment storage in the southern portion of the project site. The proposed Project would no t have an effect, either directly or through habitat modifications, on any species identified as a candidate, as a sensitive, or as a special-status species in local or regional plans, policies, or regulations, or by the CDFW or U SFWS. The project site is partially paved with limited vegetation consisting of ornamental landscaping along the norther n, eastern, and western boundaries, and non-native grassland. There are no natural habitats on the project site. Because of the disturbed nature of the project site, there is no suitable habitat for any protected species.

Additionally, because the project site has been disturbed by prior grading and paving, there are no drainages, riparian habitat, aquatic features, or jurisdictional waters or wetlands on the project site.

Consistent with the findings of the Airport Specific Plan EIR, the Airport Specific Plan area is not connected to, or part of, a distinct wildlife movement corridor. The project site is located in a predominately industrial and residential area and is not suitable as a wildlife movement corridor.

Further, the proposed Project would not conflict with any local policies or ordinances protecting biological resources, as the project site has been subject to disturbance and development and there are no identified biological resources that are subject to such regulation. The project site is not subject to a HCP or NCCP.

Therefore, Mitigation Measures 5.6 -3, 5.6 -4A, and 5.6 -4B are not applicable to the proposed Project because the project site does not include suitable habitat for candidate species or potentially jurisdictional waters or wetlands.

Accordingly, no new impacts relative to adverse effects related to biological resources that would substantially increase the severity of a previously identified impact evaluated in the Airport Specific Plan EIR would occur. Additionally, no new information of substantial importance that was not known and could not have been known at the time the Airport Specific Plan EIR was certified is available that would impact the prior finding of less than significant with mitigation incorporated.

Cumulative Impacts
Proposed projects are required to implement measures, as set forth in their respective CEQA documents, consistent with federal, State, and local regulations to avoid adverse effects to existing biological resources or to mitigate for significant impacts to these resources. The types of measures required for projects impacting protected habitat, species, and regulated resources can include avoidance, project design features, regulatory approvals, and mitigation measures. As it applies to the proposed Project, the project site does not contain riparian habitat or any other water resources. Additionally, the project site does not contain sensitive habitat or sensitiv e species or waters, including wetland waters, which are subject to federal jurisdiction under Section 404 of the Clean Water Act. The project site is not located within an HCP or NCCP, which may support species and habitats that are sensitive and rare within the region or may function as a migration corrid or for wildlife. Therefore, the proposed Project would not contribute to a cumulative effect on biological resources including sensitive species, protected habitat, or wetland resources. The proposed Project would not cause a new biological impact to occur , nor an increase in the severity of a biological impact previously disclosed in the Airport Specific Plan EIR.

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Implementation of the proposed Project would not alter the conclusions of the Airport Specific Plan EIR analysis and would not result in a new o r substantially more severe project -specific or cumulative biological resources impact than those already analyzed.

Mitigation Program
Mitigation Measures 5.6 -3, 5.6-4A, and 5.6 -4B are not applicable to the proposed Project because the project site has a low potential for special-status species to occur on-site and no jurisdictional waters or wetlands are present within the project site. The following standard conditions are applica ble to the proposed Project.

SC BIO-1A: No less than 14 days prior to the onset of construction activities, a qualified biologist shall survey the construction limits of the project site and a 500 -foot buffer for the presence of burrowing owls and occupied nest burrows. A second survey shall be conducted within 24 hours prior to the onset of construction activities. The surveys shall be conducted in accordance with the most current CDFW survey methods. If burrowing owls are not observed during the clearance survey, no additional conditions may be required to avoid impacts to burrowing owl.

If burrowing owl is documented on site, occupied burrowing owl burrows shall not be disturbed during the nesting season (February 1 through August 31) unless a qualifi ed biologist approved by CDFW verifies through non-invasive methods that either the birds have not begun egg laying and incubation, or that juveniles from the occupied burrows are foraging independently and capable of independent survival. Disturbance avoi dance buffers shall be determined and set up by a qualified biologist in accordance with the recommendations included in the Staff Report on Burrowing Owl Mitigation. A biologist shall be contracted to perform monitoring during all construction activities approximately every other day. The definitive frequency and duration of monitoring shall be dependent on whether it is the breeding versus non-breeding season and the efficacy of the exclusion buffers, as determined by a qualified biologist and in coordination with CDFW.

If burrowing owl is observed during the non -breeding season (September 1 through January 31) or confirmed to not be nesting, a non-disturbance buffer between the project activities and the occupied burrow shall be installed by a qualified biologist in accordance with the recommendations included in the Staff Report on Burrowing Owl Mitigation.

The project applicant shall submit at least one burrowing owl preconstruction survey report to the satisfaction of the City of Rialto and CDFW to document compliance with this standard condition. For the purposes of this standard condition, ‘qualified biologist’ is a biologist who meets the requirements set forth in the Staff Report on Burrowing Owl Mitigation.

SC BIO-1B: If avoidance is not possible, either directly or indirectly, a Burrowing Owl Relocation and Mitigation Plan (Plan) shall be prepared and submitted for approval by CDFW. Once approved, the Plan would be implemented to relocate non-breeding burrowing owls from the project site. The Plan shall detail methods for passive relocation of burrowing owls from the project site, provide guidance for the monitoring and management of the replacement burrow sites and associated reporting requirements, and ensure that a minimum of two suitable, unoccupied burrows are available off site for every burrowing Section 3
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owl or pair of burrowing owls to be passively relocated. Compensatory mitigation of habitat would be required if occupied burrows or territories occur within the permanent impact footprint. Habitat compensation shall be approved by CDFW and detailed in the Burrowing Owl Relocation and Mitigation Plan.

SC BIO-2: To ensure compliance with CFGC sections 3503, 3503.5, and 3513 and to avoid potential impacts to nesting birds, vegetation clearing and ground-disturbing activities shall be conducted outside of the bird nesting season (generally February 15 through August 31).

If avoidance of the nesting season is not feasible, then a qualified biologist will conduct a nesting bird survey within three (3) days prior to any disturbance of the site, including but not limited to vegetation clearing, disking, demolition activities, and grading. If active nests are identified, the biologist shall establish suitable buffers around the nests depending on the level of activity within the buffer and species observed, and the buffer areas shall be avoided until the nests are no longer occupied, and the juvenile birds can survive independently from the nests. During construction activities, the qualified biologist shall continue biological monitoring activities at a frequency recommended by the qualified biologist using their best professional judgment. If nesting birds are documented, avoidance and minimization measures may be adjusted, and construction activities sto pped or redirected by the qualified biologist using their best professional judgement to avoid take of nesting birds. If nesting birds are not documented during the preconstruction survey, adherence to additional standard conditions may not be necessary to avoid impacts to nesting birds.

SC BIO-3: 1) To prevent inadvertent disturbance to areas outside the limits of work, the construction limits shall be clearly demarcated (e.g., installation of flagging or temporary visibility construction fence) prior to ground-disturbance activities, and all construction activities, including equipment staging and maintenance, shall be conducted within the marked disturbance limits. The work limit delineation shall be maintained throughout project construction.
2) Construction vehicles shall not exceed 15 miles per hour on unpaved roads adjacent to the project site or the right-of-way accessing the site. 3) Construction activities will occur during daytime hours. 4) If trash and debris need to be stored overnight during maintenance activities, fully covered trash receptacles that are animal -proof and weather -proof will be used by the maintenance contractor to contain all food, food scraps, food wrappers, beverage containers, and other miscellaneous trash. Alternatively, standard trash receptacles may be used during the day, but must be removed each night. 5) The operator will not permit pets on or adjacent to construction sites. 6) At the end of each workday during construction, the applican t, or its contractors, will cover all excavated, steep-sided holes or trenches more than eight inches deep and that have sidewalls steeper than 1:1 (45 degree) slope with plywood or similar materials, or provide a minimum of one escape ramp per 100 feet of trenching (with slopes no greater than 3:1) constructed of earth fill or wooden planks. The project biologist will thoroughly inspect holes and trenches for trapped animals during biological monitoring.

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7) The applicant, or its contractors, will screen, cover, or elevate at least one (1) foot above ground, all construction pipe, culverts, or similar structures with a diameter of three (3) inches or greater that are stored on site overnight. These pipes, culverts, and similar structures will be inspected by the project biologist for wildlife before such material is moved, buried, or capped.

Conclusion
Based on the comparative analysis set forth in this Addendum , no new impacts relative to biological resources or a substantial increase in the severity of a previously identified significant impact evaluated in the Airport Specific Plan EIR would occur. With regard to PRC Section 21166 and State CEQA Guidelines Section 15162(a), the Project would not result in biological impacts, or increase the severity of th e previously identified impacts for the Airport Specific Plan area . There are no substantial changes to the circumstances under which the proposed Project would be undertaken that would result in new or more severe environmental impacts than previously addressed in the Airport Specific Plan EIR. Additionally, no new information of substantial importance that was not known and could not have been known at the time the Airport Specific Plan EIR was certified is available that would impact the prior finding. Therefore, preparation of a subsequent environmental analysis is not warranted.

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Cultural and Tribal Cultural Resources
Threshold (a) Would the project cause a substantial adverse change in the significance of a historical resource as defined in §15064.5?
Threshold (b) Would the project cause a substantial adverse change in the significance of an archaeological resource pursuant to §15064.5?
Threshold (c) Would the project disturb any human remains, including those interred outside of formal cemeteries?
Summary of Impacts Identified in the Airport Specific Plan EIR The Airport Specific Plan EIR included an archaeological assessment to locate, record, and evaluate potentially significant historic and archaeological resources in the Airport Specific Plan area. The assessment did not identify previously recorded prehistoric archaeological resources or Native American tribal resources or sites within the Airport Specific Plan area . H owever, the Airport Specific Plan EIR determined that development under the Airport Specific Plan could result in the disturbance of unknown prehistoric archaeological or Native American tribal resources or sites. The Airport Specific Plan also noted that unknown historic archaeological sites could be disturbed as a result of implementation.

Accordingly, Mitigation Measures 5.7-2A, 5.7-2B, 5.7-3A, 5.7-3B, and 5.7-3C address archaeological and tribal cultural resources. These measures include monitoring during grading in areas identified as having archaeologic sensitivities, and retention of a qualified arc haeologist to conduct field reconnaissance to determine if cultural remains of historical or prehistorical origin are present on the site and protocols in the event that cultural resources of historic or prehistoric origin are exposed during grading or construction and to perform inspections of excavations. The Airport Specific Plan EIR found that implementation of these mitigation measures would reduce potential impacts to prehistoric and historic archaeological resources to a less than significant level.

Project-Specific Analysis and Significance Determination: No new impact s; no substantial change from previous analysis.

The South Central Coastal Information Center (SCCIC) p repared a records search for the project site and summarized their findings in a l etter included as Appendix C. The SCCIC determined that there are currently no recorded archaeological sites within the project site. The Project is consistent with the assumptions set forth in the Airport Specific Plan EIR, which assumed development of the project site with industrial-related uses. Although the project site has been disturbed, consistent with the findings of the Airport Specific Plan EIR, there is a potential for previously unknown archeological and tribal cultural resources to be uncovered during ground -disturbing activities. Mitigation Measures 5.7 -2A, 5.7 -2B,

5.7-3A, 5.7-3B, and 5.7-3C are applicable.

The project site is not located wit hin a known or suspected cemetery and there are no known human remains within the project site. However, this does not preclude the discovery of human remains during project-related ground disturbance. In compliance with State regulations, should any human remains be encountered during construction activities, State Health and Safety Code Section 7050.5 states that no further disturbances shall occur in the immediate area until the County Coroner has made the necessary findings as to origin and disposition pursuant to California PRC Section 5097.98. In addition, in accordance with State and local guidelines, if the Coroner determines the remains to be Native American, the Coroner must contact the Native American Heritage Commission within 24 hours for identi fication of the most Section 3
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likely descendent of the deceased Native American. Additionally, if the remains are determined to be Native American, the City would work with local Native American representatives to ensure that the remains and any associated artifact s are treated in a respectful and dignified manner. Although the potential for disturbance of undiscovered resources during grading and excavation activities is considered low, incorporation of the Airport Specific Plan EIR mitigation measures below would reduce this potential impact to a level considered less than significant.

Accordingly, no new known impacts relative to adverse effects related to archeological and tribal cultural resources would substantially increase the severity of a previously identif ied potential impact evaluated in the Airport Specific Plan EIR would occur. Additionally, no new information of substantial importance that was not known and could not have been known at the time the Airport Specific Plan EIR was certified is available that would impact the prior finding of less than significant with mitigation.

Cumulative Impacts
As discussed above, the Project would not cause a known cultural resources impact to occur, nor an increase in the severity of a potential archeological or tribal cultural resources impact previously disclosed in the Airport Specific Plan EIR, with adherence to State and local regulations and mitigation measures discussed in this section. Implementation of the Project would not alter the conclusions of the Airport Specific Plan EIR analysis and would not result in a new or substantially more severe project -specific or cumulative cultural resources impact than those already analyzed.

Mitigation Program
Mitigation Measures 5.7-2A, 5.7-2B, 5.7 -3A, 5.7 -3B, and 5.7 -3C from the Airport Specific Plan EIR are applicable to the Project.

MM 5.7-2A As part of the project review process for development projects in the Specific Plan area, the City shall require a Cultural Resources Impact Analysis. This an alysis shall address prehistoric and historic archaeological resources, as well as potential historic structures, and shall include mitigation measures, if necessary.

MM 5.7-2B Archaeologic monitoring shall be required during grading in those areas identif ied archaeologic sensitivities, per the requirements of the City and/or County.

MM 5.7-3A Prior to the issuance of grading permits, project applicants shall retain a qualified archaeologist to conduct a complete field reconnaissance to determine if cultural remains of historical or prehistorical origin are present on -site. If additional sites are found, the archaeologist shall recommend measures to reduce impacts to less than significant levels which may include salvaging, restoration, etc. The report shall be submitted to the City of Rialto Development Services Department for review and approval.

MM 5.7-3B If cultural resources of historic or prehistoric origin are exposed during grading or construction, a qualified archaeologist, at the discretion of the C ity of Rialto, shall be allowed to divert or direct grading in the area so as to facilitate salvage and evaluation.

MM 5.7-3C A qualified archaeologist shall be retained to perform inspections of excavations and, if necessary, salvage exposed cultural resources. The frequency of inspections will depend on the rate of excavation, the materials being excavated, and the abundance of cultural resources. Initially, monitoring shall be full-time during grading.

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Conclusion
Based on the comparative analysis set forth in this Addendum, no new impacts relative to cultural or tribal cultural resources or a substantial increase in the severity of a previously identified potential significant impact evaluated in the Airport Specific Plan EIR would occur. With regard to PRC Section 21166 and State CEQA Guidelines Section 15162(a), the Project would not result in any new impacts, or increase the severity of the previously identified potential impacts. There are no substantial changes to the circumstances under which the Project would be undertaken that would result in new or more severe environmental impacts than previously addressed in the Airport Specific Plan EIR. Additionally, no new information of substantial importance that was not know n and could not have been known at the time the Airport Specific Plan EIR was certified is available that would impact the prior finding of less than significant with mitigation. Therefore, preparation of a subsequent environmental analysis is not warranted.

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Energy
Threshold (a) Would the project result in potentially significant environmental impact due to wasteful, inefficient, or unnecessary consumption of energy resources, during project construction or operation?
Threshold (b) Would the project conflict with or obstruct a State or local plan for renewable energy or energy efficiency?
Summary of Impacts Identified in the Airport Specific Plan EIR Impacts related to energy were not analyzed in the Airport Specific Plan EIR because they were not on the State CEQA Guidelines’ Appendix G checklist until January 1, 2019, which was subsequent to the certification of the Airport Specific Plan EIR. Therefore, the analysis of energy is new in this Addendum.

Energy modeling calculations are provided in Appendix D.

However, the Airport Specific Plan EIR did include an analysis of the impacts on other public services and utilities, which included electricity and natural gas. Specifically, the analysis was in Section 5.12, Public Utilities, of the Airport Specific Plan EIR. As concluded in the Airport Specific Plan EIR, impacts to electricity and natural gas services were found to be less than significant with the implementation of Mitigation Measure 5.12-6. The electricity and natural gas analysis in the Airport Specific Plan EIR did not address the specific questions now included in Appendix G of the State CEQA Guidelines. However, the analysis, as applicable, is carried through to this new Energy section for context, discussion, and comparison purposes.

Project-Specific Analysis and Significance Determination: No new impacts; no substantial change from previous analysis.

Energy consumption associated with the proposed Project is summarized in Table 3.6-1: Project and Countywide Energy Consumption. Estimated Project energy consumption has been compared to Countywide consumption because energy conservation plans and goals are generally discussed on a regional level. This comparison is included for informational purposes to provide context on the Project’s potential demand in relation to local and regional energy supplies and is not the basis for the significance determination. As shown in the table, the Project’s increase in electricity and natural gas usage would constitute an approximate 0.0084 percent and 0.0079 percent increase in typical annual electricity and natural gas usage respectively. Construction -related off -road automotive fuel consumption (i.e., fuel consumed during construction) would result in a 0.0330 percent increase in d iesel and 0.0014 percent increase in gasoline consumption. During operations, on -road automotive fuel consumption (i.e., fuel consumed from operational vehicle trips to and from the project site) would result in a 0.1462 percent increase in diesel and 0.0153 percent increase in gasoline over Countywide automotive fuel consumption.

The land use designation for the project site in the Airport Specific Plan is Planned Industrial Development (I-PID). Warehouses are a permitted use in the I-PID. As discussed above, impacts related to energy were not analyzed in a separate section of the Airport Specific Plan EIR. The Airport Specific Plan assumed a maximum FAR of 0.7:1 for Planned Industrial Development. The total area of the proposed project site is 488,624 sf, which at a 0.7:1 FAR would result in a maximum allowable building size of 342,037 sf, which is 116,864 sf less than what was assumed for the project site in the Airport Specific Plan EIR. Accordingly, the proposed Project would result in less intense development than what was previously analyzed for the project site in the Airport Specific Plan EIR. As such, the proposed development would require less fuel (due to the generation of fewer trips) and require less energy to operate than assumed for the projec t Section 3
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site in the Airport Specific Plan EIR. Therefore, energy impacts associated with the proposed Project would be less than those assumed for the project site in the Airport Specific Plan EIR.

Construction-Related Energy
During construction, the Project would consume energy in two general forms: (1) the fuel energy consumed by construction vehicles and equipment; and (2) bound energy in construction materials, such as asphalt, steel, concrete, pipes, and manufactured or processed materials such as lumber and glass.

Fossil fuels used for construction vehicles and other energy-consuming equipment would be used during grading, paving, and building construction. Fuel energy consumed during construction would be temporary in nature and would not represent a significant demand on energy resources. Some incidental energy conservation would occur during construction through compliance with State requirements that equipment not in use for more than five minutes be turned off. Project construction equipment would also be required to comply with the latest U.S. EPA and California Air Resources Board engine emissions standards. These emissions standards require highly efficient combustion systems that maximize fuel efficiency and reduce unnecessary fuel consumption. Due to increasing transportation costs and fuel prices, contractors and owners have a strong financial incentive to avoid wasteful, inefficient, and unnecessary consumption of energy during construction.

Table 3.6-1: Project and Countywide Energy Consumption
Energy Type
Project Annual
Energy
Consumption
San Bernardino County
Annual Energy
Consumption1,2
Percentage
Increase
Countywide
Operational Electricity
Electricity Consumption 1,394,538 kWh 16,629,614,195 kWh 0.0084%

Automotive Fuel Consumption3
Project Construction4,5
Diesel 42,305 gallons 128,177,700 gallons 0.0330%
Gasoline 7,047 gallons 499,936,000 gallons 0.0014%
Project Operations
Diesel 187,405 gallons 128,177,700 gallons 0.1462%
Gasoline 76,564 gallons 499,936,000 gallons 0.0153%

1. The Project increases in electricity is compared with the total consumption in San Bernardino County in 2022.

2. The Project increases in automotive fuel consumption are compared with the countywide fuel consumption (projected) in 2024.

3. Countywide fuel consumption is from the California Air Resources Board EMFAC2021 model.

4. Construction fuel consumption is based on equipment and load factors from California Emissions Estimator Model (CalEEMod version 2022.1).

5. The estimated construction fuel consumption is based on the Project’s construction equipment list timing/phasing, and hours of duration for construction equipment, as well as vendor, hauling, and construction worker trips.

Refer to Appendix D: Energy Data for assumptions used in this analysis.

The California Air Resources Board (CARB) adopted the Airborne Toxic Control Measure (ATCM) to Limit Diesel-Fueled Commercial Motor Vehicle Idling (Title 13 CCR §2485) in 2004 and the In -Use Off -Road Diesel-Fueled Fleets regulation in 2007. Compliance with the se goals has shown energy savings in the form of reduced fuel consumption from more fuel -efficient engines. Project construction equipment would be required to comply with the latest U.S. EPA and CARB engine emissions standards. These Section 3
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emissions standards require highly efficient combustion systems that maximize fuel efficiency and reduce unnecessary fuel consumption. Due to increasing transportation costs and fuel prices, contractors and owners have a strong financial incentive to avoid wasteful, inefficien t, and unnecessary consumption of energy during construction.

As indicated in Table 3.6 -1, the overall diesel fuel consumption during construction of the Project is estimated to be 42,305 gallons and gasoline consumption would be 7,047 gallons, which would result in a nominal increase (0.0330 percent and 0.0014 percent, respectively) in fuel use in the County. As such, Project construction would have a minimal effect on the local and regional energy supplies and is anticipated to be less than the assumptions for development of the project site as set forth in the Airport Specific Plan EIR because less development is proposed and increased fuel efficiency standards for on - road and off-road vehicles. Since the certification of the Airport Specific Plan EIR, th e U.S. EPA and CARB have implemented off‐road equipment emissions standards. These emissions standards have been phased in since 1996 in four distinct tiers. Each tier establishes new and more stringent emissions standards. The tier of an engine depends on the model year and horsepower rating; generally, the newer a piece of equipment is, the greater the tier it is likely to have. Beginning in 2011, new off‐road mobile engines sold that are equal to or greater than 175 horsepower and non‐emergency stationary engines less than 10 liters per cylinder and equal to or greater than 175 horsepower were required to meet Tier 4 Interim. Beginning in 2014, new off‐road mobile engines sold that are equal or greater than 130 horsepower were required to meet Tier 4 Fina l standards (40 Code of Federal Regulations, Part 1039).

Construction equipment that now meets these standards are also more fuel efficient because they are more precise and allow for more complete and efficient combustion. The construction equipment fleet associated with Project construction would be newer than what was anticipated in the 1997 Airport Specific Plan EIR and would therefore be more fuel efficient. It is noted that construction fuel use is temporary and would cease upon completion of construc tion activities. There are no unusual Project characteristics that would necessitate the use of construction equipment that would be less energy - efficient than at comparable construction sites in the region or State. Therefore, construction fuel consumption would not be inefficient, wasteful, or unnecessary compared with other similar development projects of this nature. A less than significant impact would occur.

Operational Energy: Energy Demand
Transportation Energy Demand. Pursuant to the Federal Energy Policy and Conservation Act of 1975, the National Highway Traffic and Safety Administration is responsible for establishing additional vehicle standards and for revising existing standards. Compliance with federal fuel economy standards is not determined for each individual vehicle model. Rather, compliance is determined based on each manufacturer’s average fuel economy for the portion of their vehicles produced for sale in the United States. Table 3.6-1 provides an estimate of the daily fuel consumed by vehicles traveling to and from the project site. As indicated in the table, Project operations are estimated to consume approximately 187,405 gallons of diesel fuel and 76,564 gallons of gasoline fuel per year, which would increase Countywide automotive fuel consumption by 0.1462 percent and 0.0153 percent, respectively. The Project would not result in any unusual characteristics that would result in excessive long -term operational fuel consumption. Fuel consumption associated with vehicle trips generated b y the Project would not be considered inefficient, wasteful, or unnecessary in comparison to other similar developments in the region.

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Building Energy Demand . Operational activities associated with proposed Project would require approximately 1,394,538 kWh of electricity per year. No natural gas infrastructure would be extended to the project site. The proposed Project would be required to comply with Title 24 Building Energy Efficiency Standards, which provide mini mum efficiency standards related to various building features, including appliances, water and space heating and cooling equipment, building insulation and roofing, and lighting.

Rialto City CouncilNovember 12, 2024

Rialto City Council
November 12, 2024