Agenda — Dinuba City Council, March 12, 2024

Tuesday, March 12, 2024 / 6:00 PM / City Hall / 405 East El Monte Way, Dinuba District 1
Rachel NerioGuerrero
Vice Mayor
District 2
Maribel Reynosa
Mayor
District 3
Benjamin Prado
Council Member
District 4
Kuldip Thusu
Council Member
District 5
Linda Launer
Council Member
All attendees are advised that electronic devices should be placed on silent upon entering the Council Chambers.

The City Council will take action on all items listed on the agenda.

1. Work Session - 6:00 PM

1.1. Informational presentation of proposed 120-unit multifamily project on 5.75 acres of land on Surabian Drive, West of Alta Ave. (KSch)

2. OPENING CEREMONIES

2.1. Welcome and Call to Order

2.2. Invocation

2.3. Pledge of Allegiance

3. AGENDA CHANGES OR DELETIONS
To better accommodate members of the public or convenience in the order of presentation, items on the agenda may not be presented or acted upon in the order listed. Additions to Agenda may be added only pursuant to California Government Code section 54954.2(b).

4. PRESENTATIONS/CEREMONIAL MATTERS

4.1. Recognition of Retired Grounds Maintenance Worker II, Joe Bueno (SH)

5. REQUEST TO ADDRESS COUNCIL
This portion of the meeting is reserved for any person who would like to address the Council on any item that is not on the agenda. Please be advised that State law does not allow the City Council to discuss or take any action on any issue not on the agenda. The City Council may direct staff to follow up on such item(s). Speakers are limited to three (3) minutes. If there is any person wishing to address the City Council at this time please approach the podium and state your name and nature of the request.

6. CONSENT CALENDAR
Matters listed under the Consent Calendar are considered routine and will be enacted by one motion and one vote. There will be no separate discussion of these items. If discussion is desired, a member of the audience or a Council Member may request an item be removed from the Consent Calendar and it will be considered separately.

6.1. SUBJECT
Approval of City Council Meeting Minutes (MA)
a

RECOMMENDATION
Council to review and approve the City Council meeting of February 27, 2024 as presented.
a

6.2. SUBJECT
Resolution No. 2024-15 Authorizing and Designating the City Manager, Public Works Director to Execute a Funding Agreement for the Dinuba Wellfield Groundwater Quality Improvement and Sustainability Project (GA)
a

RECOMMENDATION
Council adopt Resolution No. 2024-15 authorizing and designating the City Manager, Public Works Director or their designee to enter into a funding agreement with the State Water Resources Control Board as a condition of the $10,611,819 grant awarded for the Dinuba Wellfield Groundwater Quality Improvement and Sustainability Project.
a

6.3. SUBJECT
Resolution No. 2024-16 Approving Amendments to the Fixed Asset Policy (KS)
a

RECOMMENDATION
Council to adopt Resolution No. 2024-16 approving amendments to the City's Fixed Asset Policy.
a

6.4. SUBJECT
Notice of Completion - FY 22/23 Street Reconstruction Project (JW) a

RECOMMENDATION
Council to accept the FY 22/23 Street Reconstruction Project as complete and authorize the City Engineer to file a Notice of Completion with the Tulare County Recorder's Office.
a

7. WARRANT REGISTER

7.1. SUBJECT
Warrant Register March 1 & March 8, 2024 (KS)
a

RECOMMENDATION
Council to review and approve the Consent Calendar as presented. a

8. DEPARTMENT REPORTS

8.1. SUBJECT
Mid-Year Budget Report and Budget Amendments for Fiscal Year 2023/2024 (KS)
a

RECOMMENDATION
Council to take the following action by one motion:

1. Accept the Fiscal Year 2023/24 Mid-Year Financial Report; and,

2. Adopt Resolution No. 2024-14 approving budget amendments for Fiscal Year 2023/24.
a

8.2. SUBJECT
Authorization to Purchase Playground Equipment and other Amenities for Viscaya Park Improvements Project (JW)
a

RECOMMENDATION
Council to authorize the Parks & Community Services Director to purchase playground equipment and other amenities for the Viscaya Park Improvements Project.
a

8.3. SUBJECT
Stop Warrant Analysis for Various Intersections (JW)
a

RECOMMENDATION
Council to receive informational report on traffic warrant analysis prepared for various intersections, and take the following action:

1. Adopt Resolution No. 2024-07 authorizing the installation of stop signs at the intersection of Tulare Street and Uruapan Drive.
a

9. MAYOR/COUNCIL REPORTS

10. CITY MANAGER COMMUNICATIONS

11. CITY STAFF COMMUNICATIONS

12. CLOSED SESSION

12.1. Conference with Labor Negotiators (MA)
Pursuant to GC Subdivision 54957.6; Agency designated representatives: Maria Alaniz; Karina Solis; Luis Patlan; Daniel James
Employee Organizations: City Employees Association; Firefighters Association; and Police Association

13. ADJOURNMENT
This agenda was posted at least 72 hours prior to the regular meeting per GC Section 54954.2(a). A Citizens' Packet regarding this meeting is available at the City Clerk's Office located at City Hall, 405 East El Monte Way, Dinuba CA 93618.

In compliance with the Americans with Disabilities Act, if special assistance is needed to participate in the meeting, please contact the City Clerk's Office at 559-591-5900. Please provide at least 48 hours notification prior to the meeting to allow staff to make reasonable arrangements. (28 CFR 35.102-35.104 ADA Title II)
559.591.5900 / FAX 559.591.5902 . e-mail address: [email protected]. www.dinuba.org City Council Staff Report
Department: Planning and Development March 12, 2024
To: Mayor and City Council
From: Karl Schoettler, City Planning Consultant
Subject:

Informational presentation of proposed 120-unit multifamily project on 5.75 acres of land on Surabian Drive, West of Alta Ave. (KSch)

RECOMMENDATION
Council to receive information and provide input on a proposal to develop 120-unit multifamily apartments on 5.75 acres located on the northside of Surabian Drive (behind Holiday Inn Express).

EXECUTIVE SUMMARY
A developer is proposing to develop a 120-unit apartment project on a 5.75-acre parcel located on the northside of Surabian Drive (behind Holiday Inn Express) and adjacent to the 20-acre commercially zoned property owned by the City of Dinuba. In order for the project to be developed, the property would need to be rezoned from light industrial to high density residential. Staff has prepared a master layout of this area to illustrate how the 20-acre commercial and the 5.75 acre multifamily can be integrated. Staff is presenting the proposed project as an informational item before it is formally presented to the Planning Commission.

OUTSTANDING ISSUES
None.

DISCUSSION
Staff has received an application for a proposed multifamily project on 5.75 acres of land on Surabian Drive, West of Alta Avenue. A location map of the proposed site is attached herein as 'Attachment A.' The project proposes approximately 120 units of three-story, market rate apartments, with a community room, pool, and playground. A copy of the proposed site plan is attached herein as 'Attachment B.' The developer, Rise Hospitality, Inc. and their architects has worked closely with staff to develop the site plan to ensure the most functional layout, which also compliments and provides ample connectivity to adjacent sites. The site for the proposed project, which was previously designated for Light Industrial, has been vacant for many years.

The land use for the site was recently changed from Light Industrial to Community Commercial as part of the Focused General Plan Update that was initiated to address changes resulting from the construction of a new high school on the SW corner of Alta and Kamm avenues. Should the project be approved by the Planning Commission and City Council, it will require a zone change, general plan land use amendment, site plan review, and environmental analysis.

Staff has also been working on marketing the city-owned 20-acre commercial site immediately adjacent to the proposed multifamily project just east of Walmart.

Although there is currently no proposed development on the commercial site, staff felt that it would be prudent to develop a plan for connectivity and a consistent and complimentary architectural style for both sites, as well as existing adjacent commercial sites. A conceptual exhibit has been prepared to demonstrate how the proposed multifamily site and future 20-acre commercial site could connect and form a well-planned and connected "master planned" development. The conceptual exhibit is attached herein as Attachment 'C.'
Although the site for the proposed multifamily project is currently designated as Commercial, both the General Plan Policies and the West El Monte Master Development Plan encourage multifamily near major commercial centers to promote connectivity, shopping, and dining. This strategy reasons that residential units will support nearby businesses and attract a variety of age and income demographics.

Furthermore, the City's General Plan Policies state that when commercial and residential uses are planned adjacent to one-another, close attention should be paid to such things as architectural transition between the uses, dense landscaping, highquality construction and architectural styles, to name a few. When developed in such a manner that is conceptually consistent with the proposed residential and future commercial sites, as demonstrated in the attached conceptual exhibit, these objectives are achieved. It should be noted that the new proposed zoning for the subject site is Community Commercial (C3), but the zone change has not yet been processed.

As the proposed multifamily project is proposed near the 20-acre commercial site to the west, staff felt it would be prudent to present the information to City Council in order to show how the two sites could be designed to achieve the greatest benefit to both sites, as well as existing the commercial center prior to bringing the application before the Planning Commission and City Council for formal consideration. Staff recommends Council review the information as presented and provide any feedback on the proposed multifamily project.

FISCAL IMPACT
The applicant has paid fees for the various planning applications required for the project.

PUBLIC HEARING
Public hearings would be required in the future for the general plan land use amendment and zone change.

ATTACHMENTS:

Description
A. Site Location
B. Proposed Multifamily Site Plan
C. Conceptual Connectivity Exhibit
Attachment “B” (Aerial Photo)
north
ALTA AVE.

Site
1-BEDROOM UNIT: 1.5 PARKING REQUIRED
2-BEDROOM UNIT: 2 PARKING REQUIRED3-BEDROOM UNIT: 2 PARKING REQUIRED6 UNITS X 1.5 STALLS EA. = 9120 UNITS X 2 STALLS EA. = 2401 ADDITIONAL STALL PER EVERY 5 UNITS 80/5=882 SQFT OFFICE (1 STALL REQ. PER EVERY 400) = 9 STALLS
240 STALLS
26 STALLS
3 STALLS
278 STALLS
PARKING REQUIRED:

TOTAL REQUIRED:TOTAL PROVIDED: 281 STALLSPARKING STALLS: 9' x 20' (TYPICAL) 1 12' x 20' (VAN ACCESSIBLE)
264
PARCEL AREA: 250,568 SQ.FT. NUMBER OF UNITS: 126DENSITY: 1988.62 SQ.FT. PER UNITFAR: 132,716 / 250,568 = .52LANDSCAPE AREA: 57,767 SFLANDSCAPE %: (57,767 / 250,568) X100= 23% BUILDING A (x9)
(12) 2-BEDROOM UNITS12 UNITS TOTAL(108 UNITS TOTAL (9 BUILDINGS)) BUILDING B (x2)
(6) 3-BEDROOM UNITS(3) 1-BEDROOM UNITS9 UNITS PER BUILDING (18 UNITS TOTAL (2 BUILDINGS))

DENSITY CALCULATION AND UNIT BREAKDOWNPARKING ANALYSIS
7 9' x 20' (STD. ACCESSIBLE)

SETBACK SETBACK

SETBACK

EASTMENT

SETBACK

EASTMENT
(E) IRRIGATION LINE
(E) IRRIGATION LINE

26.0 TYP.

26.0 26.0
8 18
9 10
9 26
7 17
18 9
18 10
15 12
10 10
10 1119

SURABIAN DR
.

COMMUNITY

BUILDING
4 3
5 POOL

SETBACK
(E) STAND PIPE

BUILDING A

BUILDING B

BUILDING A

BUILDING ABUILDING ABUILDING A

BUILDING A BUILDING A

BUILDING A
12 13

20.0 20.0

26.026.0

26.0 26.0

26.0 FENCING

FENCING
CMU WALL 6' H.

SLIDING GATES
CMU WALL 6' H.

CMU WALL w/ PROPERTY SIGNAGE

WROUGHT IRON FENCINGWROUGHT IRON FENCINGWROUGHT IRON FENCING

SLIDING GATES

PAIR OF WROUGHT IRON SWINGING GATES

PAIR OF WROUGHT IRON SWINGING GATESWROUGHT IRON GATE

WROUGHT IRON GATE
BBQ
AREA

PLAYGROUND
TRASH
TRASH
TRASH

FENCING
0 GRAPHIC SCALE
1" = 30'-0" 30 60 90

PROPOSED SITE PLAN
lassen
corporation RISE HOSPITALITY INC.

El Monte Village
SURABIAN DR., DINUBA, CA 93618

SETBACK SETBACK

SETBACK

EASTMENT

SETBACK

EASTMENT
(E) IRRIGATION LINE
(E) IRRIGATION LINE

SURABIAN DR
.

COMMUNITY

BUILDING
POOL

SETBACK
(E) STAND PIPE

BUILDING B

BUILDING A
SURABIAN DR.

BUILDING B

BUILDING ABUILDING ABUILDING A

BUILDING A

BUILDING ABUILDING A

BUILDING A BUILDING A
0 GRAPHIC SCALE
40 80 120
lassen
corporation RISE HOSPITALITY INC.

El Monte Village
SURABIAN DR., DINUBA, CA 93618
1" = 50'-0"

OVERALL SITE DIAGRAM

City Council Staff Report
Department: CITY CLERK March 12, 2024
To: Mayor and City Council
From:

Subject: Recognition of Retired Grounds Maintenance Worker II, Joe Bueno (SH)

RECOMMENDATION

EXECUTIVE SUMMARY

OUTSTANDING ISSUES

DISCUSSION

FISCAL IMPACT

PUBLIC HEARING
City Council Staff Report
Department: CITY CLERK March 12, 2024
To: Mayor and City Council
From: Maria Alaniz, City Clerk/Human Resources Director By: Lupe Montejano, Billing and Collections Supervisor
Subject: Approval of City Council Meeting Minutes (MA)

RECOMMENDATION
Council to review and approve the City Council meeting of February 27, 2024 as presented.

EXECUTIVE SUMMARY
None.

OUTSTANDING ISSUES
None.

DISCUSSION
None.

FISCAL IMPACT
None.

PUBLIC HEARING
None required.

ATTACHMENTS:

Description
City Council Meeting Minutes, February 27, 2024

City Council Staff Report
Department: PUBLIC WORKS March 12, 2024
To: Mayor and City Council
From: George Avila, Public Works Director
By: Elva Patino, Business Manager
Subject:

Resolution No. 2024-15 Authorizing and Designating the City Manager, Public Works Director to Execute a Funding Agreement for the Dinuba Wellfield Groundwater Quality Improvement and Sustainability Project (GA)

EXECUTIVE SUMMARY
The City of Dinuba was awarded a $10,611,819 grant by the State Water Resources Control Board (SWRCB) for the Dinuba Wellfield Remedial Groundwater Quality Improvement and Sustainability Project. This project will help safeguard the quality of the City's groundwater supply, increase recharge to offset overdraft and provide an ongoing source of non-potable water supply. As a condition of the grant, the City is required to adopt a resolution designating the City Manager, Public Works Director or their designee as authorized agents to sign the funding agreement and any related documents.

OUTSTANDING ISSUES
None.

DISCUSSION
The City of Dinuba relies exclusively on groundwater for its water supply. Over the years, groundwater in the vicinity of Dinuba has been impacted by nitrates, dibromochloropropane (DBC) and trichloropropane (1.2.3-TCP) related to agriculture use. The City undergoes extensive testing and appropriate treatment of existing wells to remove any known contaminants. The City's water supply is in compliance with all State and Federal water quality standards for the provision of safe drinking water.

In 2014, the voters passed Proposition 1 (Water Bond) providing $7.12 billion for state water supply infrastructure projects, including $520 million to improve water quality through the Groundwater Grant Program administered by the State Water Resources Control Board. Staff submitted a grant in the amount of $9,541,601 with a local match of $1,070,218 to implement the Dinuba Wellfield Groundwater Quality Improvement and Sustainability Project to help improve the quality and quantity of groundwater supplies available to the City and herby help to ensure the sustainability and safety of the City's water supply for generations to come. On March 6, 2023 the City was informed that the SWRCB intended to award the requested grant to the City and on August 30, 2023 the City was informed that the local match requirement would be waived and the grant amount increased to $10,611,819 to cover the entire cost of the project.

If awarded, this project will improve existing recharge storm drainage and Alta irrigation District water delivery facilities in the southwest portion of the City near existing Well 14. This will result in additional recharge to the aquifer system that will improve water quality in this area and help address overdraft in the groundwater basin. Three non-potable water supply wells will be installed near this area to help pull the clean recharge water into the aquifer and provide a source of non-potable water supply to Dinuba High School, a planned park, and the surrounding area and monitoring network will be installed to verify project effectiveness. This will help to offset anticipated growth in the City's water supply needs over the next 20 years and help to protect the quality of water produced by new potable supply wells constructed as the City's supply needs increase.

As a condition of the grant agreement the State requires that the City adopt a resolution authorizing and designating a city representative to sign the funding agreement should the grant be awarded. Resolution No. 2024-15 enclosed herein as Attachment 'A' designates the City Manager or the Public Works Director as authorized agents to execute the funding agreement on behalf of the City.

FISCAL IMPACT
The project will be fully funded by the SWRCB, there is no fiscal impact to the City funds.

PUBLIC HEARING
None.

ATTACHMENTS:

Description
Attachment 'A' Resolution 2024-15
Attachment ‘A’
RESOLUTION NO. 2 0 2 4 - 15

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF DINUBA

AUTHORIZING THE CITY MANAGER, THE PUBLIC WORKS DIRECTOR OR THEIR

DESIGNEE TO ENTER INTO A FUNDING AGREEMENT WITH THE STATE WATER

RESOURCES CONTROL BOARD AND AUTHORIZING AND DESIGNATING A

REPRESENTATIVE FOR THE DINUBA WELLFIELD GROUNDWATER QUALITY

IMPROVEMENT AND SUSTAINABILITY PROJECT
WHEREAS, the City of Dinuba (City) has submitted an application to the State Water Resources Control Board for funding for the Dinuba Wellfield Groundwater Quality Improvement and Sustainability Project (Project); and
WHEREAS, prior to the State Water Resources Control Board's executing a funding agreement, the City is required to adopt a resolution authorizing an agent, or representative, to sign the funding agreement, amendments, and requests for disbursement on behalf of the City, and to carry out other necessary Project-related activities;
NOW, THEREFORE, BE IT RESOLVED AND ORDERED, that the City of Dinuba Department of Public Works is hereby authorized to carry out the Project, enter into a funding agreement with the State Water Resources Control Board, and accept and expend State funds for the Project; and BE IT FURTHER RESOLVED AND ORDERED, that the City Manager, the Director of Public Works, or a designee of the Director of Public Works, is hereby authorized and designated to sign, for and on behalf of the City, the funding agreement for the Project and any amendments thereto; and BE IT FURTHER RESOLVED AND ORDERED, that the Director of Public Works, or designee, is hereby authorized and designated to represent the City in carrying out the City's responsibilities under the funding agreement, including certifying invoices and disbursement requests for Project costs on behalf of the City and compliance with applicable state and federal laws.

BE IT FURTHER RESOLVED AND ORDERED, that any and all actions, whether previously or subsequently taken by the City, which are consistent with the intent and purposes of the foregoing resolution, shall be, and hereby are, in all respects, ratified, approved and confirmed.

PASSED AND ADOPTED this ______ day of ____________, 20____ by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT:

Attest: MAYOR
City Clerk
City Council Staff Report
Department: FINANCE SERVICES March 12, 2024
To: Mayor and City Council
From: Karina Solis, Administrative Services Director
Subject:

Resolution No. 2024-16 Approving Amendments to the Fixed Asset Policy (KS)

RECOMMENDATION
Council to adopt Resolution No. 2024-16 approving amendments to the City's Fixed Asset Policy.

EXECUTIVE SUMMARY
The City's current Fixed Asset Policy was last amended on June 11, 2019 to increase the fixed asset value from $2,500 to $5,000. In order to ensure the best use of the City’s resources and all aspects of proper record keeping, inventory and disposal of assets, modifications to the existing policy are proposed. The changes proposed include clean-up of language and increasing the defined fixed asset value to $10,000.

If approved, the Fixed Asset Policy will be effective retroactively to the current fiscal year beginning July 1, 2023.

OUTSTANDING ISSUES
None.

DISCUSSION
The City's Fixed Asset Policy sets forth the guidelines to safeguard the City's capital investments, fix responsibility for the custody of the equipment, and provide for financial reporting. The policy includes which items are considered fixed assets and indicates what the useful lives of an asset are. This Policy is followed when a piece of equipment is purchased, transferred to another fund, sold, abandoned, or traded in by a City employee or representative.

On June 11, 2019 council approved an amendment to the Fixed Asset Policy increasing the fixed asset value from $2,500 to $5,000 among other changes. Upon review and comparison to other similarly sized cities, staff is proposing to modify the existing policy to increase the fixed asset capitalization value from $5,000 to $10,000.

Staff is recommending to adopt the policy retroactively to the beginning of the current fiscal year to July 1, 2023 to ensure that all assets added for the 2023/24 fiscal year adhere to the same requirements.

A copy of the City's Fixed Asset policy with the aforementioned changes is enclosed herein as Attachment 'A'.

FISCAL IMPACT
None.

PUBLIC HEARING
None.

ATTACHMENTS:

Description
A. Resolution 2024-16 and Exhibit '1' Fixed Asset Policy

RESOLUTION 2024-16

A RESOLUTION OF THE COUNCIL OF THE CITY OF DINUBA

APPROVING AND ADOPTING THE FIXED ASSET/SURPLUS POLICY
WHEREAS, the City Council recognizes the importance of identifying and accounting for capital items purchased and donated; and
WHEREAS, the City Council believes it is in the best interest of the City to have a policy in place to give guidance for the monitoring of assets; and WHEREAS, the Fixed Asset Policy was amended on December 12, 2000 changing fixed asset value from $500 to $2,500; and
WHEREAS, the Fixed Asset Policy was amended on June 11, 2019 changing fixed asset value from $2,500 to $5,000; and
WHEREAS, modification to the Fixed Asset Policy is necessary to align with the value of equipment; and increase from $5,000 to $10,000; and
WHEREAS, modification to the Fixed Asset Policy is necessary to indicate the proper useful lives for the each asset category; and
WHEREAS, modification to the Fixed Asset Policy is necessary to specify the correct treatment of physical inventory counts; and
WHEREAS, modification to the Fixed Asset Policy is necessary to include Surplus policy and procedures;
WHEREAS, the Fixed Asset/Surplus Policy is effective retroactively to July 1, 2023.

NOW, THEREFORE, BE IT RESOLVED, the Dinuba City Council hereby resolves that the amended Fixed Asset/Surplus Policy (Attachment “A”) is hereby adopted.

PASSED, APPROVED AND ADOPTED this 12th day of March 2024, at a regular meeting of the Dinuba City Council by the following vote:

AYES: COUNCIL MEMBERS:

NOES: COUNCIL MEMBERS:

ABSTAIN: COUNCIL MEMBERS:

ABSENT: COUNCIL MEMBERS:

________________________________
Mayor
ATTEST:
______________________________
City Clerk
Exhibit ‘1’
1 CITY OF DINUBA

FIXED ASSET/SURPLUS POLICY

1. PURPOSE AND SCOPE
The City of Dinuba exercises a conscientious physical and accounting control over its actual cash assets.

However, with respect to fixed assets, the City also has a sizable investment, and a physical and accounting control over them is needed as well. The purpose of this Fixed Asset/ Surplus Policy is to:

A. Safeguard a sizeable investment.

B. Fix responsibility for the custody of the equipment.

C. Provide for financial reporting.

D. Provide procedures for proper inventory and disposal of property.

2. GENERAL
The Fixed Asset Accounting System, as well as the source documents from which property information can be obtained, will be maintained by the Financial Services Division, under the direction of the Administrative Services Director. This division also has the responsibility of maintaining the General Ledger for the City, and therefore the coordination between the Fixed Asset System and the General Ledger.

Individual Department Directors will be responsible for the fixed assets assigned to their departments and will be reportable to the City Council and City Manager for the care, proper use, and maintenance of those fixed assets.

3. FIXED ASSETS - DEFINITION
Fixed assets are tangible assets having a "significant value," which is a total cost exceeding ten thousand dollars ($10,000), and also a "relatively permanent nature," which is defined as having a useful life which extends in excess of two years.

Fixed assets to be included in the system are land, buildings and improvements, and machinery and equipment, as defined in the following sections:
2 A. Land includes the investment, held in fee title or grant deed, in real estate other than the structures and improvements or any land acquired for streets or roads. All appropriate land shall be capitalized regardless of cost.

B. Buildings and Improvements - Buildings are physical property of a permanent nature, examples of which are buildings, structural attachments including restrooms.

C. Buildings and Improvements - Improvements are also physical property of a permanent nature including playgrounds, fencing, canopies, storage tanks, and parking areas.

D. Improvements other than Buildings are permanent attachments or free standing physical property including Solar Panels and playgrounds
E. Equipment and Machinery is defined as moveable property of a relatively permanent nature and of significant value, such as furniture, machines, tools.

F. Equipment and Machinery – Vehicles are defined as vehicles, buses, ambulances, street sweepers, etc.

G. Infrastructure includes various asset networks and subsystems including Public Art, Right of Way, Streets, Sidewalks, Traffic Signals, Curbs and Gutters, Storm Drain Systems, Sewer Systems, Water Systems, etc.

There may be some items below the dollar limit which the Department Director may request to be kept on the Fixed Asset System. The dollar cost test may be applied in some instances to aggregates of units of similar type or purposes, such as blocks of folding chairs, shelving and filing drawers, rather than the individual unit itself. Any exceptions to the dollar cost rule shall be consistently applied.

4. "COST" OF THE FIXED ASSET
For general purposes, the "cost" of any fixed asset for recording purposes is the historical cost of the asset, including any costs necessary to prepare that asset for use by the City. Additional costs will be detailed by type of asset later in this section.

The objective of the Fixed Asset System is to account for the investment in fixed assets by the City, and not a replacement value or current market value. Replacement costs may also be maintained by the City's Fixed Asset System, but this amount is for informational purposes only and will not tie in to the City's General Ledger.

A. Land Cost - The cost of land includes all expenditures in connection with its acquisition, such as:
i. Purchase Price
ii. Appraisal and Negotiation Fees
iii. Title Search Fees
3 iv. Surveying Fees
v. Cost of Consents
vi. Condemnation Costs
vii. Clearing Land for Use
viii. Demolishing or Removing Structures
ix. Filling Costs
x. Receipts from the sale of salvage should be credited against the Land cost.

B. Structures and Improvements Cost - The cost of structures and improvements includes all expenditures in connection with their acquisition, such as:
i. Purchase Price or Construction Cost
ii. Fixtures Attached to the Structure
iii. Architect's Fees
iv. Costs of Permits and Licenses
v. Accident or Injury Costs
vi. Payment of Damages
vii. Insurance during Construction
The cost should be reduced for:
viii. Sale of salvage from materials charged against the construction. ix. Discounts, allowances, and rebates secured.
x. Amounts recovered through surrender of liability and casualty insurance. xi. Rentals of property during the construction period should be credited to revenue unless otherwise restricted.

Interest paid during the construction period on money borrowed for that purpose should not be capitalized.

C. Equipment Cost - The cost of equipment includes:
i. Purchase price or construction cost, before trade-in allowances, less any discounts ii. Freight or other shipping charges
iii. Sales, use, or transportation taxes
iv. Installation costs
4 5. USEFUL LIVES OF ASSET
Each asset will be classified in one of categories listed below. Useful lives for each classification have been determined based on typical life expectancy for each type of asset.

Asset Classification Years
Land N/A
Buildings and Improvements - Buildings 30
Buildings and Improvements - Improvements 30
Improvements Other Than Buildings 30
Equipment and Machinery - Vehicles 5
Equipment and Machinery - Equipment 7

Infrastructure
Right of way N/A
Pavement 30
Alleys 40
Medians 40
Curbs and gutters 40
Sidewalks 40
Traffic signals 20
Street lights 40
Entrance monuments 40
Waterlines 75
Water wells and pump stations 40
Storm drain lines 75
Storm drain inlets 75
Storm drain lift stations 40
Sewer lines 75
Sewer lift stations 40
Public Art N/A

6. COSTS SUBSEQUENT TO ACQUISITION
Expenditures on fixed assets which are incurred after their original acquisition are defined and recorded as follows:

A. Maintenance is defined as expenditures which neither materially add to the value of property nor appreciably prolong its life, but merely keep it in an ordinary efficient operating condition. These 5 include such items as motor oil, paint, replacement light bulbs, and copier maintenance.

Maintenance costs will not be capitalized.

B. Betterments consist of the replacement of a unit of an existing asset by an improved or superior unit, usually resulting in a more productive, efficient, or longer lived property. When a structure undergoes major or extraordinary renovation through a construction or reconstruction contract the entire cost of the project is considered a significant betterment and is therefore capitalized. A "significant betterment" to buildings or improvements would have an improvement of at least $10,000 or 20% of the recorded value of the asset, whichever is the lower value. A "significant betterment" for equipment is of a value of $10,000 or more.

C. Additions are new and separate units, or extensions of existing units, and are considered to be fixed assets.

D. Alterations are changes in the physical structure or arrangement of fixed assets, the cost of which does not qualify as an increase in fixed assets under the foregoing definitions of betterments or additions.

7. ASSETS ACQUIRED UNDER LEASE-PURCHASE AGREEMENTS
There are in general two types of lease arrangements.

A. Those in which title to the asset is not intended to be transferred to the City, and B. those in which the city is actually purchasing the asset, or the asset may be purchased at less than its fair market value at the conclusion of the lease.

The Financial Services division will make an appropriate determination as to the type of lease involved. If it is determined that it is a "lease purchase' (type B), then the asset will be considered a fixed asset of the City from the inception of the lease and will be classified as such in the Fixed Asset System.

8. ASSETS TRANSFERRED BETWEEN FUNDS
Any assets which are transferred to another fund other than that from which it was purchased shall be officially transferred on the City's records by way of a Fixed Asset form setting out the details of the transfer.

These transfers must first be approved by the City Manager. Administrative Services will determine the proper accounting for these approved transactions, and further details may be requested. 6 9. DONATED ASSETS
Fixed assets donated to the City shall be accounted for at their fair market value as of the date of the donation. An Asset Adjustment Sheet with all pertinent details, as well as an estimate of the fair market value, should be provided to Administrative Services.

10. INDIVIDUAL ASSET IDENTIFICATION
A. Identification of equipment is accomplished by the placement of sequentially numbered property tags. Financial Services will assign a number to each asset and will forward a property tag to the responsible department to be placed on the asset.

B. Property records are maintained through the Fixed Asset System in the Administrative Services Department, Financial Services Division. The records maintained by Financial Services will include, at a minimum:
i. Vendor name
ii. Purchase date
iii. Description
iv. Budget account
v. Value (historical cost)

11. PHYSICAL INVENTORY
Each year a physical inventory will be taken of all assets owned by the City. In the month of June, the Financial Services Division will provide a listing to each department of all of the assets assigned to that department. Each department will be expected to inventory all equipment in their custody. Any changes to the property records will be made by July 31 via a Fixed Asset form with all appropriate documentation.

12. INVENTORY PROCEDURES
A. During the month of June, each department will receive a listing of the applicable assets to be observed in the inventory. The department head, or individual who assumes the responsibility of capital assets within the department will facilitate the scheduling and taking of capital asset inventory.

B. Inventory counts are based on the Fixed Asset listing provided by the Financial Services Division.

The actual date and time of inventory count should be noted on the Fixed Asset Listing. 7 C. If during the inventory count, additional assets are identified (assets not included on the inventory asset listing), the vital data (serial number, year, make, model, color, style, etc.) of the asset must be noted on a Fixed Asset form and forwarded to the Administrative Services Department.

D. After the inventory count is completed, the results should be reconciled with the Department Head or applicable manager. All original count sheets, reconciliation notes and outcome of any reconciliation are to be provided to the Financial Services Division.

E. Any assets identified as missing must be reviewed by the Department Director. All steps taken to locate the asset should be documented. A listing of missing assets, steps performed to locate the asset and outcome to the Financial Services Division should be provided.

F. Replacement tags should be requested as needed.

13. FIXED ASSET FORMS
As alluded to heretofore, a fixed asset form must be filled out when a piece of equipment is purchased, transferred to another fund, sold, abandoned, or traded in. This form must be forwarded to Financial Services Division so that property records may be updated.

A copy should also be forwarded to the Budget and Risk Manager so that the item can be included in, or deleted from, the City's insurance coverage.

14. SURPLUS
This section provides guidelines and procedures for the proper and timely disposal of outdated, aged and non-functional equipment, property, surplus land, and to ensure transparency and full use of city reserves through their useful life. This policy shall govern the sale by the City of any and all vehicles, tools, equipment, or other personal property which has been deemed excess or unnecessary for City operation.

Sale of real property shall be governed by the applicable requirements of the California Government Code, or other applicable rule or regulation, and not by this policy.

15. SURPLUS PROCEDURES
The Purchasing Officer (Administrative Service Director or his/her designated representative) is responsible for the transfer and disposition of surplus City property. “Surplus property” is used generically to describe any City property that is no longer needed or useable by a Using or Holding Department of the City. The Purchasing Officer or designee will prepare a staff report for Council approval for all items at $1,000 or 8 more and items to be donated of any value. The staff report will declare the items surplus, authorize the City Manager or designee to dispose of the items, and be accompanied by a list of surplus items to be donated.

Each department shall conduct annual review of equipment, material, and inventory, and shall promptly notify the Purchasing Officer of any surplus property which is no longer used or which have become obsolete or worn out. A Fixed Asset Form shall be completed and submitted to the Purchasing Officer for each surplus property item. Surplus property shall be disposed of at as much times as the Purchasing Officer prescribes. Once surplus property is disposed of, the department responsible for the item must prepare all documents and report to the Risk Manager and the Financial Services Division so that the item may be removed from the City’s fixed asset records and insurance policy.

16. DETERMINATION OF VALUE

In determining the fair market value, each department shall document the methods used to make such determination including tools such as Kelly Blue Book, classified advertisements, and local vendors with similar products available.

17. METHOD OF DISPOSITION
The Purchasing Officer or designee shall determine or approve one of the following methods of disposition that is most appropriate and in the best interests of the City.

A. City Yard Sale: Open to the public, and is properly noted in the local periodical of date, time and place.

B. Transfer to another Department: Surplus property may be transferred between City Departments.

Departments wishing to transfer surplus property to or from another department shall complete the Fixed Asset Form and submit it to the Financial Services Division for review. All transfers of items with an estimated value of $1,000 or more require approval of the Department Heads from each department affected by the transfer.

C. Trade-In: Property declared as surplus may be offered as a trade-in for credit toward the acquisition of new property. All trade-in offers will be submitted for the review and approval of the Financial Services Division. If surplus property is to be applied to a purchase order, the trade-in value shall be itemized on the Purchase Order. The amount charged against the expenditure account will be the value of the purchase before application of the trade-in credit. 9 D. Return to Manufacturer: Surplus property may, when possible, be returned to the manufacturer for buy-back or credit toward the purchase of new property.

E. Public Auction: Surplus property may be sold at a public auction. Public auctions may be conducted by City staff, or the City may contract with a professional auctioneer.

F. On-line Auction: Any surplus property, not sold or disposed of at the public auction will be listed on an on-line auction company’s website and sold to the highest bidder.

G. Disposal: Surplus property may be offered for sale by the Purchasing Officer. All surplus property is for sale “as is” and “where is”, with no warranty, guarantee, or representation of any kind, expressed or implied, as to the condition, utility or usability or the property offered for sale.

Appropriate methods of sale are as follows:

I. Negotiated Sale: Value less than $100.00 – Any surplus property with an estimated value of less than one hundred dollars ($100.00) may be sold without any public bidding to any eligible party paying a fair price. Notice of such proposed sale shall be posted at City Hall listing the item and sale price for at least one week prior to such sale being approved by the City Council.

Prior to Council approval of the sale, any eligible person may offer to pay a higher price for the item to be sold. If a higher price than the one posted is offered, the item may be sold at the highest price offered without further posting. If more than one eligible party has offered only the posted price for the item, then the City Clerk shall determine by drawing lots or other random method which of those offering the posted price shall purchase. If no bids are received, the Purchasing Officer shall have discretion to re-post the item for sale.

II. Selling for Scrap - Surplus property may be sold as scrap if the Purchasing Officer deems that the value of the raw material exceeds the value of the property as a whole. Scrap metal materials will be stored securely pending the subsequent removal and disposal. Adequate security precautions should be taken to prevent loss, theft, vandalism, and un-authorized scavenging of materials. Two acceptable methods of disposing junk material and scrap material are:
i. Employees take material to a scrap/recycling vendor. ii. Allow a “junk hauler” to pick up material.

III. Sealed Bids: Value between $100.01 and $500.00 – Any surplus property with an estimated value of between one hundred dollars and .01/100ths ($100.01) and five hundred dollars ($500.00) shall be sold to the highest responsible bidder by sealed bids in the following manner:
i. Notice of such sale describing the items to be sold along with notice of where the item may be inspected shall be posted in three public places at least four (4) weeks prior to the bid opening.
10 ii. Notice of invitation for sealed bids shall also be published at least twice in a paper of local circulation. Such publication shall occur between the twenty-eighth to the twelfth day prior to the bid openings. The Purchasing Officer or designee may wish to also publish notice of such sale in appropriate trade or other publications. iii. If no sealed bids or no acceptable sealed bids are received, the process set forth in this section shall be repeated. If a second bid period does not obtain any acceptable sealed bids then the property may be sold under the procedures outlined in in section 17 D above.

For purpose of this policy, “acceptable sealed bid” means a bid of not less than 50% of the estimated value of the item, and which has been delivered to the City Clerk in a sealed envelope which identifies the item being bid upon, but the envelope does not bear any indication of the identity of the bidder or the amount of the bid.

IV. Notice Inviting Bids: Value over $500.01 – Any property to be sold with an estimated value of over five hundred dollars and .01/100ths ($500.01) shall be sold by inviting public bids in the following manner: Notice of such sale describing the items to be sold along with where the item may be inspected shall be posted in three public places at least four weeks prior to the bid opening. Notice of inviting bids shall be published at least twice in a paper of local circulation.

Such publication shall occur between the twenty-eighth to the twelfth day prior to the opening of bids. The Purchasing Officer or designee may also publish notice of such sale in appropriate trade or other publications. If no bids or no acceptable bids are received, the process set forth in this section shall be repeated. If a second bid period does not obtain any acceptable bids then the property may sold under the procedures outlined in Section 3(iii) above.

V. Donation: The Purchasing Officer with the approval of the City Council may donate surplus property to public bodies, charitable, civic or non-profit organizations and may include property which has no commercial value or for which the estimated cost of continued care, handling, maintenance or storage would exceed the estimated proceeds of sale.

VI. Eligible Persons: A person shall be eligible to offer to purchase and to purchase surplus property pursuant to this policy, if the person is:
i. A member of the public unless that member is related as a parent, sibling, spouse, child or grandchild to, or is owned in part, or controlled or influenced by, an ineligible City Employee or Officer of the City; or ii. A City employee or Officer of the City, but only if the property is offered for sale through the process of a sealed bid, or offered for
sale through an auctioneer, where the auction is to be appropriately announced as being open to the general public.
11 When an employee submits a sealed bid or takes title to surplus property, the employee shall sign a disclaimer under penalty of perjury stating he/she is eligible to complete such purchase because the officer or employee did not participate in the decision that the City property involved was surplus or could be sold, or in the valuation process, or in the advertising or posting process, and that such sale is not prohibited by other applicable law or regulation.

A City employee or Officer shall be ineligible to purchase the property when the employee or officer participated in the decision that the City property involved was surpluses or could be sold, or in the valuation process, or in the advertising of posting process, or if such sale if prohibited by other applicable law or regulation.

These prohibitions shall be construed to prohibit an employee or officer from purchasing or coming into ownership of said property, either directly or through intermediaries or persons or entities related as a parent, sibling, spouse, child or grandchild to, or is owned in part, or controlled or influenced by, an eligible City employee or officer.

Any violation of this policy may result in disciplinary action, including termination of the employee or office, and civil or criminal prosecution.

18. MAILING NOTICE OF PROPOSED SALE
The Purchasing Officer or designee may in his discretion mail notice to dealers or other individuals that might be interested in any surplus property to be sold by the City. Additionally, any individual may file a request with the City to receive notice of any property of the City to be sold. Any person requesting notice of the sale of surplus property must pay an annual fee of twenty-five dollars ($25.00) to cover the cost of handling and mailing notices.

19. SALE OR AUCTION OF CERTAIN POLICE ITEMS
Sale and/or auction of standard items such as office furniture and computers, etc. will be handled as delineated in this policy. However, disposal of excess weapons, ammunition, bullet resistant vests and vehicle light bars and similar equipment used for law enforcement must be handled separately by the police department. These and similar items are very sensitive and should not be sold or auctioned to the general 12 public. Disposition of these and similar items shall be governed by Police Department Policy and Procedures.

20. FISCAL AND RECORD CONTROLS
To insure adequate accountability for disposed equipment and monies secured form such disposal, as well as protection of employees handling such funds, the following controls shall be exercised:

A. Any scrap metal/materials disposed of, to outside vendors shall require documentation.

B. All cash (or check) sales shall be supported by an acceptable sales slip, indicating the employee’s name, item sold, amount of the sale, date, employee signature handling the transaction, the serial number, method of payment (cash/check), and vendor’s name, address and phone number.

C. Checks shall be made payable to the City of Dinuba.

D. Checks and/or cash, along with a copy of the sales slip will be submitted to the Administrative Services Department.

E. Monies received from the sale or disposition of materials are subject to State of California sales tax, and must be collected and deposited to the City’s state tax revenue account. If the California sales taxes have not been collected or are not shown as separate line item on the remittance, the appropriate tax amount must be calculated.

21. APPROVAL BY COUNCIL
Sale of any City-owned property shall not be final until presented to and approved by the City Council at a regular meeting. All sales made will be subject to such approval. Approval by the Council shall be deemed conclusive proof of reasonableness and fairness of the price paid, and that such sale was for common good of the City and its residents.

Revised Fixed Asset/Surplus Policy March 12, 2024
Effective retroactively for the 2023/24 fiscal year beginning July 1, 2023.

City Council Staff Report
Department: ENGINEER/PLANNING March 12, 2024
To: Mayor and City Council
From: Jason Watts, City Engineer
Subject: Notice of Completion - FY 22/23 Street Reconstruction Project (JW)

RECOMMENDATION
Council to accept the FY 22/23 Street Reconstruction Project as complete and authorize the City Engineer to file a Notice of Completion with the Tulare County Recorder's Office.

EXECUTIVE SUMMARY
Avison Construction, Inc. completed the FY 22/23 Street Reconstruction Project on March 6, 2024. The project had 8 change orders totaling $288,199.49. The project consisted of the reconstruction of the pavement section on various intersections and streets around town. Staff is requesting that City Council accept the project as complete and authorize the City Engineer to file the notice of completion with the Tulare County Recorder's Office.

OUTSTANDING ISSUES
None.

DISCUSSION
The FY 22/23 Street Reconstruction Project consisted of reconstructing pavement sections on various streets and intersections around town that had failed. The streets identified for reconstruction were determined by the city's pavement management system which prioritize street maintenance, repair and reconstruction based on their condition.

The streets located within the project scope of work consisted of the intersection of Sierra Way and Englehart Avenue, the intersection of El Monte Way and Crawford Avenue, Emperor Estates Alley Extension from Mariposa Street to Alta Avenue, Alley east of L Street from Tulare Street to Kern Street, and Nebraska Avenue from Englehart Avenue to Viscaya Parkway as shown on Attachment 'A'.

During construction, their were a few other items that were added to the project scope of work. Staff added the reconstruction of the Nebraska Avenue and Englehart Avenue intersection and the sewer improvements within the intersection of El Monte Way and Crawford Avenue in preparation for the Los Prados Subdivision on the northeast corner of the intersection.

The project was awarded to Avison Construction, Inc. on June 27, 2023 for $2,088,095.00 and the project finished for $2,376,294.49. The project received eight (8) change orders. The major change order items are listed below.

1. Installation of sewer facilities to serve the future Los Prados Subdivision

2. Reconstruction of the intersection of Nebraska Avenue and Englehart Avenue

3. Demolition of the concrete subsurface encountered in the L Street Alley The contractor completed the work on March 6, 2024. The Public Works Inspector conducted final inspections on the project and determined that the work was completed in compliance with all approved plans and specifications. The final step is for the city to accept the project as complete and file a Notice of Completion with the Tulare County Recorder's Office. Pursuant to industry standards, the city withheld a 5% contract retention on all invoices received. The retention amount will be released after the Notice of Completion (NOC) is recorded. A copy of the NOC is enclosed as Attachment 'B'.

FISCAL IMPACT
The project totaling $2,376,294.49 was fully funded by ARPA, SB1, and local funds under the current adopted budget.

PUBLIC HEARING
None.

ATTACHMENTS:

Description
A. Project Vicinity Map
B. Notice of Completion

1 RECORDING REQUESTED
AND RETURN TO:

CITY OF DINUBA

PUBLIC WORKS DEPARTMENT
405 E. EL MONTE WAY
DINUBA, CA 93618
No Fee per Government Code 6103

N O T I C E O F C O M P L E T I O N
NOTICE IS HERE BY GIVEN:

1. That the City of Dinuba, a Municipal Corporation, whose address is 405 E. El Monte Way, Dinuba, California, is the owner of the real property, public works or structure hereinafter described.

2. That on the 6th of March 2024, a work of improvements on real property hereinafter described was completed pursuant to a Contract to which Chapter 5 of Part I of Division 5, of the Public Contract Code applies.

3. That the name of the Contractor who performed said work of improvements pursuant to said Contract with the City of Dinuba is Avison Construction Inc. The surety is Travelers Casualty and Surety Company of America, Tower Square, One, Hartford CT 06183

4. That the real property or public works or structure is described as follows:

City of Dinuba
FY 22/23 Street Reconstruction Project
The project consisted of the reconstruction of pavement sections on various intersections and streets within the City of Dinuba.

5. That the Nature of the owner’s interest or estate is: In Fee Dated: ___________________________, 2024

CITY OF DINUBA
A Municipal Corporation

By _________________________________
Jason Watts, PE Dinuba City Engineer

2 STATE OF CALIFORNIA )
) SS

COUNTY OF TULARE )
Subscribed and sworn to (or affirmed) before me this _____ day of _______________, 2024, by Jason Watts, City Engineer of the City of Dinuba, a Municipal Corporation, proved to me on the basis of satisfactory evidence to be the person who appeared before me.

_______________________________________
Notary Public in and for the County of Tulare,
State of California
A notary public or other officer completing this certificate verifies only the identy of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

City Council Staff Report
Department: FINANCE SERVICES March 12, 2024
To: Mayor and City Council
From: Karina Solis, Administrative Services Director
By: Maria Alaniz, City Clerk/Human Resources Director
Subject: Warrant Register March 1 & March 8, 2024 (KS)

RECOMMENDATION
Council to review and approve the Consent Calendar as presented.

EXECUTIVE SUMMARY
None.

OUTSTANDING ISSUES
None.

DISCUSSION
None.

FISCAL IMPACT
None.

PUBLIC HEARING
None required.

ATTACHMENTS:

Description
WR 03.01.2024
WR 03.08.2024
Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount Vendor 385 - 4 Creeks, Inc.
23409-29756 4 creeks Kamm/Alta gas station
and Convenience Store
Paid by Check #45939 10/13/2023 03/01/2024 03/01/2024 03/01/2024 525.00 23410-29757 4 creeks Parce; Map 1225 N.

Euclid
Paid by Check #45939 10/13/2023 03/01/2024 03/01/2024 03/01/2024 122.50 22352-30614 4 Creeks Subdivision Development Paid by Check #45939 12/19/2023 03/01/2024 03/01/2024 03/01/2024 13,729.01 22443-30616 4 creeks Dinuba sewer CIP
Projects
Paid by Check #45939 12/19/2023 03/01/2024 03/01/2024 03/01/2024 2,500.00 22523-30622 4 Creeks Downtown Facade
Improvement Program
Paid by Check #45939 12/19/2023 03/01/2024 03/01/2024 03/01/2024 232.00 23322-30623 4 creeks Building Official Paid by Check #45939 12/19/2023 03/01/2024 03/01/2024 03/01/2024 9,230.00 23409-30630 4 creeks Kamm/Alta gas station
and Convenience Store
Paid by Check #45939 12/19/2023 03/01/2024 03/01/2024 03/01/2024 388.75 23410-30631 4 creeks Parcel Map 1225 N.

Euclid
Paid by Check #45939 12/19/2023 03/01/2024 03/01/2024 03/01/2024 262.50 23419-30632 4 creeks ATP dinuba pedestrain
walkway
Paid by Check #45939 12/19/2023 03/01/2024 03/01/2024 03/01/2024 4,455.00 23436-30635 4 creeks LLA 2023-17 (E;
Monte/Randal Ave)
Paid by Check #45939 12/19/2023 03/01/2024 03/01/2024 03/01/2024 478.75 23513-30637 4 creeks Dinuba Empty Lot
Development
Paid by Check #45939 12/19/2023 03/01/2024 03/01/2024 03/01/2024 2,735.25 20366-30961 4 creeks Kamm & Alta
Roundabout Design
Paid by Check #45939 01/23/2024 03/01/2024 03/01/2024 03/01/2024 44,878.32 22314-30942 4 creeks Dinuba Commercial
Development
Paid by Check #45939 01/23/2024 03/01/2024 03/01/2024 03/01/2024 1,232.50 22318-30943 4 creeks WWTP Improvements Paid by Check #45939 01/23/2024 03/01/2024 03/01/2024 03/01/2024 6,739.50 22442-30945 4 creeks Water CIP Projects Paid by Check #45939 01/23/2024 03/01/2024 03/01/2024 03/01/2024 255.00 22443-30946 4 creeks Sewer CIP projects Paid by Check #45939 01/23/2024 03/01/2024 03/01/2024 03/01/2024 1,665.00 22489-30947 4 creeks DHS construction
oversight
Paid by Check #45939 01/23/2024 03/01/2024 03/01/2024 03/01/2024 4,392.50 22491-30948 4 creeks Dinuba fire dept. training
faclity sid=te imprv.

Paid by Check #45939 01/23/2024 03/01/2024 03/01/2024 03/01/2024 2,500.00 22494-30949 4 Creeks Viscaya Park
improvments
Paid by Check #45939 01/23/2024 03/01/2024 03/01/2024 03/01/2024 33,051.84 22496-30950 4 creeks Street reconstruction Paid by Check #45939 01/23/2024 01/23/2024 03/01/2024 03/01/2024 6,096.38 22497-30951 4 creeks El Monte Way Road 56
Roundabout
Paid by Check #45939 01/23/2024 03/01/2024 03/01/2024 03/01/2024 15,415.25 23322-30952 4 creeks Building Official Paid by Check #45939 01/23/2024 03/01/2024 03/01/2024 03/01/2024 6,110.00 23323-30953 4 creeks Dinuba FY 23/24
encroachment permits
Paid by Check #45939 01/23/2024 03/01/2024 03/01/2024 03/01/2024 1,043.75 23324-30954 4 creeks General Engineering Paid by Check #45939 01/23/2024 03/01/2024 03/01/2024 03/01/2024 15,290.00 23361-30915 4 creeks General GIS Paid by Check #45939 01/23/2024 03/01/2024 03/01/2024 03/01/2024 11,985.00 23367-30955 4 creeks HSIP Saftey
Improvements
Paid by Check #45939 01/23/2024 03/01/2024 03/01/2024 03/01/2024 18,745.90 23419-30956 4 creeks pedestrian walk way Paid by Check #45939 01/23/2024 03/01/2024 03/01/2024 03/01/2024 35,484.00 Run by Rosemary Silva on 02/29/2024 02:40:38 PM Page 1 of 9 Accounts Payable Invoice Report
Payment Date Range 02/24/24 - 03/01/24
Report By Vendor - Invoice
Summary Listing
Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount 23420-30957 4 creeks Rose Ann Vuich Paid by Check #45939 01/23/2024 03/01/2024 03/01/2024 03/01/2024 432.50 23421-30958 4 Creeks Ave 412/72 Subdivision Paid by Check #45939 01/23/2024 03/01/2024 03/01/2024 03/01/2024 210.00 23452-30959 4 creeks City of Dinuba SS4A
Vision Zero Action Plan
Paid by Check #45939 01/23/2024 03/01/2024 03/01/2024 03/01/2024 210.00 22352-30999 4 creeks Dinuba Subdivision Paid by Check #45939 01/25/2024 03/01/2024 03/01/2024 03/01/2024 11,731.25 Vendor 385 - 4 Creeks, Inc. Totals Invoices 31 $252,127.45 Vendor 479 - Able Industries
112326 FY23/24-Parks-on call srvc.11/1-
14-assist mulch spread in parks
Paid by Check #45940 11/30/2023 03/01/2024 03/01/2024 02/26/2024 03/01/2024 1,121.25 Vendor 479 - Able Industries Totals Invoices 1 $1,121.25 Vendor 263 - Advantek Benefit Administrators
02/23/2024 02/23/2024 Funding Request Paid by Check #45941 02/23/2024 03/01/2024 03/01/2024 03/01/2024 21,656.46 Vendor 263 - Advantek Benefit Administrators Totals Invoices 1 $21,656.46 Vendor 185 - Alldata LLC.

INVC03654460 alldata Vehicle Manuel look-up Paid by Check #45942 12/27/2023 03/01/2024 03/01/2024 03/01/2024 1,500.00 Vendor 185 - Alldata LLC. Totals Invoices 1 $1,500.00
Vendor 351 - Anthem Blue Cross
000319514616 HARTLEY 919M97599 03/01/2024
-03/31/2024
Paid by Check #45943 02/04/2024 03/01/2024 03/01/2024 03/01/2024 132.70 000320727212 TYLER 141A75193 03/01/2024-
03/31/2024
Paid by Check #45944 02/07/2024 03/01/2024 03/01/2024 03/01/2024 282.18 000320735544 MEDDERS 936A79191
03/01/2024-05/31/2024
Paid by Check #45947 02/07/2024 03/01/2024 03/01/2024 03/01/2024 973.50 000320741342 MAGYAR 730A75583 03/01/2024-
05/31/2024
Paid by Check #45945 02/07/2024 03/01/2024 03/01/2024 03/01/2024 1,092.66 000320768860 SANO 097M84206 03/01/2024-
05/31/2024
Paid by Check #45948 02/07/2024 03/01/2024 03/01/2024 03/01/2024 1,048.98 000320824309 HARMAN 862W04709 03/01/2024
-05/31/2024
Paid by Check #45946 02/07/2024 03/01/2024 03/01/2024 03/01/2024 539.25 Vendor 351 - Anthem Blue Cross Totals Invoices 6 $4,069.27 Vendor 21 - Aramark Uniform Services Inc.
5031360490 FY23/24-Parks-Uniforms-Parks
staff -Week of 2/14/24
Paid by Check #45949 02/14/2024 03/01/2024 03/01/2024 02/26/2024 03/01/2024 57.24 5031364625 FY2324-Parks- Uniform - Parks
Staffs- Week of 2/21/24
Paid by Check #45949 02/21/2024 03/01/2024 03/01/2024 02/22/2024 03/01/2024 57.24 Vendor 21 - Aramark Uniform Services Inc. Totals Invoices 2 $114.48 Vendor 1930 - Asphalt Coating & Supplies
23206 asphalt coatings pallets of
aquapahlt
Paid by Check #45950 02/16/2024 03/01/2024 03/01/2024 03/01/2024 3,853.54 Vendor 1930 - Asphalt Coating & Supplies Totals Invoices 1 $3,853.54 Vendor 17 - AT&T
9391054736 02/24 PD - 01/20/2024 - 02/19/2024
Billing Charges
Paid by Check #45951 02/20/2024 03/01/2024 03/01/2024 03/01/2024 131.37 Vendor 17 - AT&T Totals Invoices 1 $131.37
Run by Rosemary Silva on 02/29/2024 02:40:38 PM Page 2 of 9 Accounts Payable Invoice Report
Payment Date Range 02/24/24 - 03/01/24
Report By Vendor - Invoice
Summary Listing
Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount Vendor 1575 - Avison Construction, Inc.
2-20366 Avison Kamm and Alta
Roundabout
Paid by Check #45952 02/23/2024 03/01/2024 03/01/2024 03/01/2024 176,134.27 Vendor 1575 - Avison Construction, Inc. Totals Invoices 1 $176,134.27 Vendor 1817 - Joanne Bear
CFPI Conf 2024 Travel Expense Paid by Check #45953 02/21/2024 03/01/2024 03/01/2024 03/01/2024 252.00 Vendor 1817 - Joanne Bear Totals Invoices 1 $252.00
Vendor 328 - Bernard Professional Transcription Services DF2400308 PD - Transcripts Services /
DF2400308
Paid by Check #45954 02/23/2024 03/01/2024 03/01/2024 03/01/2024 177.50 Vendor 328 - Bernard Professional Transcription Services Totals Invoices 1 $177.50 Vendor 822 - Boundtree Medical LLC
85253995 Supplies Paid by Check #45955 02/19/2024 03/01/2024 03/01/2024 03/01/2024 1,347.03 85253996 Supplies Paid by Check #45955 02/19/2024 03/01/2024 03/01/2024 03/01/2024 288.38 Vendor 822 - Boundtree Medical LLC Totals Invoices 2 $1,635.41 Vendor 116 - BSK Analytical Laboratories
AH04513 bsk water testing Paid by Check #45956 02/23/2024 03/01/2024 03/01/2024 03/01/2024 328.00 Vendor 116 - BSK Analytical Laboratories Totals Invoices 1 $328.00 Vendor 94 - California Public Employees Retirement
1/28-2/10/24 01/28/2024-02/10/2024 Paid by EFT #2846 02/28/2024 02/29/2024 02/29/2024 02/29/2024 93,327.02 2024-00000359 31 - 457 - Employee CalPERS $* Paid by EFT #2845 02/28/2024 02/29/2024 02/29/2024 02/29/2024 8,934.77 Vendor 94 - California Public Employees Retirement Totals Invoices 2 $102,261.79 Vendor 8 - City of Dinuba
022624 FY23/24-CS-Petty cash
reimbursement
Paid by Check #45957 02/26/2024 03/01/2024 03/01/2024 02/26/2024 03/01/2024 72.79 Vendor 8 - City of Dinuba Totals Invoices 1 $72.79
Vendor 239 - City of Fresno
20005104 PD - Firearms Instructor Course -
Irwin Davalos & Miguel Lopez
Paid by Check #45958 02/05/2024 03/01/2024 03/01/2024 03/01/2024 230.00 Vendor 239 - City of Fresno Totals Invoices 1 $230.00
Vendor 170 - Comcast
0160181 02/07/24 1088 E KAMM AVE 02/11/24-
03/10/24
Paid by Check #45961 02/07/2024 03/01/2024 03/01/2024 03/01/2024 42.30 0148160 02/11/24 1390 E ELIZABETH WAY 02/16/24
-03/15/24
Paid by Check #45959 02/11/2024 03/01/2024 03/01/2024 03/01/2024 276.83 0148178 02/12/24 680 S ALTA AVE OFC 02/17/24-
03/16/24
Paid by Check #45960 02/12/2024 03/01/2024 03/01/2024 03/01/2024 584.94 Vendor 170 - Comcast Totals Invoices 3 $904.07
Vendor 2034 - Creative Wealth Capital LLC
2024-02 creative wealth facade imprv.
grant
Paid by Check #45962 12/25/2023 03/01/2024 03/01/2024 03/01/2024 10,290.00 Vendor 2034 - Creative Wealth Capital LLC Totals Invoices 1 $10,290.00 Vendor 1035 - De Lage Landen Public Finance
Run by Rosemary Silva on 02/29/2024 02:40:38 PM Page 3 of 9 Accounts Payable Invoice Report
Payment Date Range 02/24/24 - 03/01/24
Report By Vendor - Invoice
Summary Listing
Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount 82051265 Feb/Mar 2024 Paid by Check #45963 02/24/2024 03/01/2024 03/01/2024 03/01/2024 389.92 Vendor 1035 - De Lage Landen Public Finance Totals Invoices 1 $389.92 Vendor 200 - Dinuba Unified School District
1868 FY23/24-DSC-Senior Lunch-Jan
2024-Mon/Wed/Fri
Paid by Check #45964 02/21/2024 03/01/2024 03/01/2024 02/21/2024 03/01/2024 4,095.00 1869 DSC Senior Lunches - Jan. 2024-
Tues/Thurs lunches
Paid by Check #45964 02/21/2024 03/01/2024 03/01/2024 02/21/2024 03/01/2024 5,915.00 Vendor 200 - Dinuba Unified School District Totals Invoices 2 $10,010.00 Vendor 1506 - Enterprise FM Trust
FBN4919531B enterprise lease charge Paid by Check #45965 01/05/2024 03/01/2024 03/01/2024 03/01/2024 771.23 Vendor 1506 - Enterprise FM Trust Totals Invoices 1 $771.23 Vendor 1591 - Environment Control
22606-299 enviroment monthly janitorial
maintenance
Paid by Check #45966 02/01/2024 03/01/2024 03/01/2024 03/01/2024 9,859.69 Vendor 1591 - Environment Control Totals Invoices 1 $9,859.69 Vendor 36 - Ewing Irrigation Products
21580267 FY23/24-Special Event-SNL/BBQ
Fest-Paint supplies
Paid by Check #45967 02/21/2024 03/01/2024 03/01/2024 02/22/2024 03/01/2024 324.32 Vendor 36 - Ewing Irrigation Products Totals Invoices 1 $324.32 Vendor 2031 - FCON3 Inc
1017 fcon3 fire loop Paid by Check #45968 02/21/2024 03/01/2024 03/01/2024 03/01/2024 2,500.00 Vendor 2031 - FCON3 Inc Totals Invoices 1 $2,500.00
Vendor 314 - Financial Forms & Supplies, Inc.
40447 AMBULANCE ENVELOPES Paid by Check #45969 02/14/2024 03/01/2024 03/01/2024 03/01/2024 415.00 Vendor 314 - Financial Forms & Supplies, Inc. Totals Invoices 1 $415.00 Vendor 18 - The Gas Company
0865742471202.24 1088 E KAMM AVE NGV 01/01/24-
02/01/24
Paid by Check #45971 02/16/2024 03/01/2024 03/01/2024 03/01/2024 3,209.20 0865742471202/24 1088 E KAMM AVE NGV 04/01/23-
12/31/23 adjusted fee's
Paid by Check #45970 02/16/2024 03/01/2024 03/01/2024 03/01/2024 26,195.52 Vendor 18 - The Gas Company Totals Invoices 2 $29,404.72 Vendor 2049 - Jonathan D Goodwin
BBF2024-2 FY23/24-Special EventsEntertainment BBQ Fest 2024- 3/16/24
Paid by Check #45972 02/14/2024 03/01/2024 03/01/2024 02/15/2024 03/01/2024 700.00 Vendor 2049 - Jonathan D Goodwin Totals Invoices 1 $700.00 Vendor 1431 - Patricia Hartman
March 2024 Anthem Reimb 03/01/2024-
03/31/2024
Paid by Check #45973 02/21/2024 03/01/2024 03/01/2024 03/01/2024 132.70 Vendor 1431 - Patricia Hartman Totals Invoices 1 $132.70 Vendor 139 - Henry Schein Inc.
71888411 Supplies Paid by Check #45974 02/01/2024 03/01/2024 03/01/2024 03/01/2024 52.18 73377147 Supplies Paid by Check #45974 02/12/2024 03/01/2024 03/01/2024 03/01/2024 7.92 Run by Rosemary Silva on 02/29/2024 02:40:38 PM Page 4 of 9 Accounts Payable Invoice Report
Payment Date Range 02/24/24 - 03/01/24
Report By Vendor - Invoice
Summary Listing
Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount 74273074 Supplies Paid by Check #45974 02/19/2024 03/01/2024 03/01/2024 03/01/2024 709.76 Vendor 139 - Henry Schein Inc. Totals Invoices 3 $769.86 Vendor 1685 - Saulo Hernandez
CPR Reimbursement Paid by Check #45975 02/26/2024 03/01/2024 03/01/2024 03/01/2024 36.00 Vendor 1685 - Saulo Hernandez Totals Invoices 1 $36.00
Vendor 1806 - Sergio Hernandez
Reimbursement3 Boots Paid by Check #45976 02/26/2024 03/01/2024 03/01/2024 03/01/2024 202.49 Vendor 1806 - Sergio Hernandez Totals Invoices 1 $202.49 Vendor 1150 - Hoffman Security
660575 FY23/24- Dinuba Senior Center -
Security Services-3/1-3/31
Paid by Check #45977 02/20/2024 03/01/2024 03/01/2024 02/21/2024 03/01/2024 111.00 Vendor 1150 - Hoffman Security Totals Invoices 1 $111.00 Vendor 440 - Johnson Controls Security Solutions
39512708 405 E El Monte Way Prorated
annual service-closed account
Paid by Check #45978 02/12/2024 03/01/2024 03/01/2024 03/01/2024 106.47 Vendor 440 - Johnson Controls Security Solutions Totals Invoices 1 $106.47 Vendor 1014 - Knox Company
INV-KA-263616 New Ambulance M-732 Paid by Check #45979 02/16/2024 03/01/2024 03/01/2024 03/01/2024 2,095.15 Vendor 1014 - Knox Company Totals Invoices 1 $2,095.15
Vendor 53 - League of California Cities
8076 South San Joaquin Valley Division
Membership dues year 2024
Paid by Check #45980 01/20/2024 03/01/2024 03/01/2024 03/01/2024 291.80 Vendor 53 - League of California Cities Totals Invoices 1 $291.80 Vendor 89 - Liebert Cassidy Whitmore
261226 DI030-00024 General Matters
January 2024
Paid by Check #45981 01/31/2024 03/01/2024 03/01/2024 03/01/2024 1,459.50 261227 DI030-00026 Client Matters
January 2024
Paid by Check #45981 01/31/2024 03/01/2024 03/01/2024 03/01/2024 386.50 261228 DI030-00027 General Matters
January 2024
Paid by Check #45981 01/31/2024 03/01/2024 03/01/2024 03/01/2024 680.00 261229 DI030-00023 Client Matters
January 2024
Paid by Check #45981 01/31/2024 03/01/2024 03/01/2024 03/01/2024 1,487.50 261230 General Matters January 2024 Paid by Check #45981 01/31/2024 03/01/2024 03/01/2024 03/01/2024 1,691.50 Vendor 89 - Liebert Cassidy Whitmore Totals Invoices 5 $5,705.00 Vendor 587 - Jacqueline Lopez
CSMFO 2024 Exp CSMFO 2024 Expense
reimbursement 01/30/24-
02/02/24
Paid by Check #45982 02/27/2024 03/01/2024 03/01/2024 03/01/2024 293.46 Vendor 587 - Jacqueline Lopez Totals Invoices 1 $293.46 Vendor 1723 - Matson Alarm Co, Inc.
4387404 Fire & Security Monitoring - 405 E
El Monte Way 03/01/24-3/31/24
Paid by Check #45983 03/01/2024 03/01/2024 03/01/2024 03/01/2024 118.00 Vendor 1723 - Matson Alarm Co, Inc. Totals Invoices 1 $118.00 Vendor 1181 - McCormick, Kabot & Lew
Run by Rosemary Silva on 02/29/2024 02:40:38 PM Page 5 of 9 Accounts Payable Invoice Report
Payment Date Range 02/24/24 - 03/01/24
Report By Vendor - Invoice
Summary Listing
Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount 14974 General Matters December 2023 Paid by Check #45984 12/25/2023 03/01/2024 03/01/2024 03/01/2024 2,994.60 14976 RETAINER DECEMBER 2023 Paid by Check #45984 12/25/2023 03/01/2024 03/01/2024 03/01/2024 3,300.00 Vendor 1181 - McCormick, Kabot & Lew Totals Invoices 2 $6,294.60 Vendor 2020 - Menjivar, Norman
CAPE2024 PD - CAPE Training - 03/25/2024
- 03/29/2024
Paid by Check #45985 01/11/2024 03/01/2024 03/01/2024 03/01/2024 235.00 Vendor 2020 - Menjivar, Norman Totals Invoices 1 $235.00 Vendor 2050 - Mid Valley Trees
17027 Plants, acid Planting mix Paid by Check #45986 02/06/2024 03/01/2024 03/01/2024 03/01/2024 480.58 Vendor 2050 - Mid Valley Trees Totals Invoices 1 $480.58 Vendor 1931 - MissionSquare Plan Services
2024-00000352 30 - 457 - Employee
MissionSquare $*
Paid by EFT #2847 02/28/2024 02/29/2024 02/29/2024 02/29/2024 2,718.12 Vendor 1931 - MissionSquare Plan Services Totals Invoices 1 $2,718.12 Vendor 22 - Moore Twining Associates Inc.
4136540 moore industrial Paid by Check #45987 02/21/2024 03/01/2024 03/01/2024 03/01/2024 163.00 4136591 moore industrial Paid by Check #45987 02/21/2024 03/01/2024 03/01/2024 03/01/2024 88.00 4136592 moore industrial Paid by Check #45987 02/21/2024 03/01/2024 03/01/2024 03/01/2024 88.00 4136593 moore industrial Paid by Check #45987 02/21/2024 03/01/2024 03/01/2024 03/01/2024 88.00 4136594 moore industrial Paid by Check #45987 02/21/2024 03/01/2024 03/01/2024 03/01/2024 88.00 4136595 moore in-house Paid by Check #45987 02/21/2024 03/01/2024 03/01/2024 03/01/2024 257.00 4136759 moore industrial Paid by Check #45987 02/26/2024 03/01/2024 03/01/2024 03/01/2024 88.00 4136763 moore industrial Paid by Check #45987 02/26/2024 03/01/2024 03/01/2024 03/01/2024 163.00 Vendor 22 - Moore Twining Associates Inc. Totals Invoices 8 $1,023.00 Vendor 749 - MuniServices
INV06-018151 STARS CA -Q3, 2023 Paid by Check #45988 02/07/2024 03/01/2024 03/01/2024 03/01/2024 450.00 Vendor 749 - MuniServices Totals Invoices 1 $450.00
Vendor 392 - O'Reilly Auto Parts
3641-179610 Supplies Paid by Check #45989 02/22/2024 03/01/2024 03/01/2024 03/01/2024 47.72 Vendor 392 - O'Reilly Auto Parts Totals Invoices 1 $47.72 Vendor 142 - Office Depot BSD
354306760001 PD - Supplies Paid by Check #45990 02/09/2024 03/01/2024 03/01/2024 03/01/2024 659.66 354315965001 PD - Supplies Paid by Check #45990 02/12/2024 03/01/2024 03/01/2024 03/01/2024 309.44 354321484001 Office Supplies - Office Depot Paid by Check #45990 02/15/2024 03/01/2024 03/01/2024 03/01/2024 42.28 Vendor 142 - Office Depot BSD Totals Invoices 3 $1,011.38 Vendor 1708 - James Olvera
March 2024 Anthem Reimb 03/01/2024-
03/31/2024
Paid by Check #45991 02/22/2024 03/01/2024 03/01/2024 03/01/2024 312.45 Vendor 1708 - James Olvera Totals Invoices 1 $312.45
Vendor 1773 - Pace Supply Corp.
199181227 pace supplies 6 RET wedge action
acc pvc
Paid by Check #45992 01/10/2024 03/01/2024 03/01/2024 03/01/2024 580.46 Run by Rosemary Silva on 02/29/2024 02:40:38 PM Page 6 of 9 Accounts Payable Invoice Report
Payment Date Range 02/24/24 - 03/01/24
Report By Vendor - Invoice
Summary Listing
Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount 199193522 pace supply tracer wire Paid by Check #45992 01/10/2024 03/01/2024 03/01/2024 03/01/2024 446.50 199232864 pace supplies AC CL Paid by Check #45992 01/26/2024 03/01/2024 03/01/2024 03/01/2024 547.36 199243895 pace supplies Key stop Paid by Check #45992 02/02/2024 03/01/2024 03/01/2024 03/01/2024 963.09 199241476 pace supplies SS straps Paid by Check #45992 02/19/2024 03/01/2024 03/01/2024 03/01/2024 461.45 Vendor 1773 - Pace Supply Corp. Totals Invoices 5 $2,998.86 Vendor 76 - Pacific Gas & Electric
0915078178001/24 PW 12/15/23-01/16/24 Paid by Check #45998 01/16/2024 03/01/2024 03/01/2024 03/01/2024 1,461.46 7232679737901/24 PW 12/15/23-01/16/24 Paid by Check #46002 01/16/2024 03/01/2024 03/01/2024 03/01/2024 17,397.39 1557710974502/24 Parks 1851 E KAMM AVE
01/10/24-02/08/24
Paid by Check #45993 02/12/2024 03/01/2024 03/01/2024 03/01/2024 1,679.81 2073277197502/24 1088 E KAMM AVE 01/10/24-
02/08/24
Paid by Check #46000 02/12/2024 03/01/2024 03/01/2024 03/01/2024 874.26 8319024072702/24 Parks SW SW 16-16-24 01/10/24
-02/08/24
Paid by Check #45995 02/12/2024 03/01/2024 03/01/2024 03/01/2024 25.42 1561888272202/24 PW 01/12/24-02/12/24 Paid by Check #45999 02/13/2024 03/01/2024 03/01/2024 03/01/2024 160.08 3380779542302/24 2007 N CRAWFORD AVE
01/11/24-02/11/24
Paid by Check #46001 02/13/2024 03/01/2024 03/01/2024 03/01/2024 859.70 4323390246902/24 L & L CITRUS HEIGHTS VENTURA
AND O 01/17/24-02/14/24
Paid by Check #45994 02/14/2024 03/01/2024 03/01/2024 03/01/2024 82.18 9018373735302/24 L & L DUNMORE HOMES VISCAYA
1 AT SAGINA 01/17/24-02/14/24
Paid by Check #45996 02/14/2024 03/01/2024 03/01/2024 03/01/2024 1,212.64 9196176758802/24 L & L SIERRA WAY AND BUENA
VISTA AVE 01/17/24-02/14/24
Paid by Check #45997 02/14/2024 03/01/2024 03/01/2024 03/01/2024 127.91 0008271870-1 2099 W SIERRA WAY B January
2024
Paid by Check #46003 02/15/2024 03/01/2024 03/01/2024 03/01/2024 27.36 Vendor 76 - Pacific Gas & Electric Totals Invoices 11 $23,908.21 Vendor 1709 - Pacific Premier Bank
8400012740 02/24 2019 Wastewater Paid by EFT #2842 02/02/2024 02/28/2024 02/28/2024 02/28/2024 25,589.20 Vendor 1709 - Pacific Premier Bank Totals Invoices 1 $25,589.20 Vendor 7 - Pena's Disposal Services
797410 FY23/24-Parks-Disposal servicesVuich Park-1/25 & 2/9Paid by Check #46004 02/20/2024 03/01/2024 03/01/2024 02/23/2024 03/01/2024 794.24 Vendor 7 - Pena's Disposal Services Totals Invoices 1 $794.24 Vendor 2043 - R3 Consulting Group, Inc
123165 R3 Consulting work Paid by Check #46005 02/05/2024 03/01/2024 03/01/2024 03/01/2024 3,670.00 Vendor 2043 - R3 Consulting Group, Inc Totals Invoices 1 $3,670.00 Vendor 592 - Josephine Roldan
CSMFO 2024 Exp CSMFO 2024 Expense
reimbursement 01/30/24-
02/02/24
Paid by Check #46006 02/06/2024 03/01/2024 03/01/2024 03/01/2024 302.80 Vendor 592 - Josephine Roldan Totals Invoices 1 $302.80 Vendor 1691 - Serviam by Wright LLP
32360 740 Harvard - Services for
January 2024
Paid by Check #46007 02/01/2024 03/01/2024 03/01/2024 03/01/2024 1,788.70 Run by Rosemary Silva on 02/29/2024 02:40:38 PM Page 7 of 9 Accounts Payable Invoice Report
Payment Date Range 02/24/24 - 03/01/24
Report By Vendor - Invoice
Summary Listing
Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount Vendor 1691 - Serviam by Wright LLP Totals Invoices 1 $1,788.70 Vendor 361 - SJVAPCD
S161976 PD - FY 22/23 Annual Permit to
Operate - PD/Court Generator
Paid by Check #46008 01/30/2022 03/01/2024 03/01/2024 03/01/2024 290.00 S168856 PD - FY 23/24 Annual Permit to
Operate - PD/Court Generator
Paid by Check #46008 01/30/2023 03/01/2024 03/01/2024 03/01/2024 290.00 S174506 PD - FY 24/25 Annual Permit to
Operate - PD/Court Generator
Paid by Check #46008 02/01/2024 03/01/2024 03/01/2024 03/01/2024 290.00 S174890 PD - Project #s1240818
Application Filing Fees
Paid by Check #46008 02/27/2024 03/01/2024 03/01/2024 03/01/2024 32.00 Vendor 361 - SJVAPCD Totals Invoices 4 $902.00
Vendor 594 - Karina Solis
CSMFO 2024 Exp CSMFO 2024 Expense
reimbursement 01/30/24-
02/02/24
Paid by Check #46009 02/27/2024 03/01/2024 03/01/2024 03/01/2024 302.80 Vendor 594 - Karina Solis Totals Invoices 1 $302.80
Vendor 247 - State Center Community College District
18028523-24 PD - Rangemaster/Firearms Inst.

Training - I. Davalos & M. Lopez
Paid by Check #46010 02/23/2024 03/01/2024 03/01/2024 03/01/2024 258.00 Vendor 247 - State Center Community College District Totals Invoices 1 $258.00 Vendor 214 - Stericycle, Inc.
8006225202 March 2024 Paid by Check #46011 02/18/2024 03/01/2024 03/01/2024 03/01/2024 156.34 Vendor 214 - Stericycle, Inc. Totals Invoices 1 $156.34 Vendor 1073 - Stryker Sales Coporation
9205600934 Batteries Paid by Check #46012 02/14/2024 03/01/2024 03/01/2024 03/01/2024 1,668.61 Vendor 1073 - Stryker Sales Coporation Totals Invoices 1 $1,668.61 Vendor 1447 - Monte Sylvester
March 2024 Anthem Reimb 03/01/2024-
03/31/2024
Paid by Check #46013 02/27/2024 03/01/2024 03/01/2024 03/01/2024 399.90 Vendor 1447 - Monte Sylvester Totals Invoices 1 $399.90 Vendor 1778 - TKE Engineering
2023-5039 175-01 Dinuba Successor AgencyLong Range Prop 07/01/23- 08/31/23
Paid by Check #46014 02/14/2024 03/01/2024 03/01/2024 03/01/2024 925.00 2024-5006 175-01 Dinuba Successor AgencyLong Range Prop 09/01/23- 01/31/24
Paid by Check #46014 02/14/2024 03/01/2024 03/01/2024 03/01/2024 647.50 Vendor 1778 - TKE Engineering Totals Invoices 2 $1,572.50 Vendor 311 - Top Dog Training Center
1789 PD - K9 Maintenance / Enzo
(Cordell) & Zeus (Arias)
Paid by Check #46015 02/22/2024 03/01/2024 03/01/2024 03/01/2024 180.00 Vendor 311 - Top Dog Training Center Totals Invoices 1 $180.00 Vendor 1633 - Toyota Industries Commercial Finance, Inc. 4004060504 LITTER VACUUM LEASE PAYMENT Paid by Check #46016 02/12/2024 03/01/2024 03/01/2024 03/01/2024 950.73 Run by Rosemary Silva on 02/29/2024 02:40:38 PM Page 8 of 9 Accounts Payable Invoice Report
Payment Date Range 02/24/24 - 03/01/24
Report By Vendor - Invoice
Summary Listing
Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount Vendor 1633 - Toyota Industries Commercial Finance, Inc. Totals Invoices 1 $950.73 Vendor 49 - Tulare County
20373 PD - Digital Print Colorplast Check
/ Volunteers In-Kind Service
Paid by Check #46017 02/08/2024 03/01/2024 03/01/2024 03/01/2024 49.91 24355 PD - TR-130 / Notice to Appear
Citation Prints
Paid by Check #46018 02/20/2024 03/01/2024 03/01/2024 03/01/2024 790.06 20399 FY23/24-Comm. Srvcs.-Plaque-J.

Bueno retirement
Paid by Check #46017 02/22/2024 03/01/2024 03/01/2024 02/23/2024 03/01/2024 43.40 Vendor 49 - Tulare County Totals Invoices 3 $883.37
Vendor 273 - US Bank
522782655 PD - Copiers Lease Paid by Check #46019 02/17/2024 03/01/2024 03/01/2024 03/01/2024 907.08 Vendor 273 - US Bank Totals Invoices 1 $907.08
Vendor 1911 - Valmont Industries Inc
CD14128741 Valmont KC vista park BB Courts Paid by Check #46020 10/03/2023 03/01/2024 03/01/2024 03/01/2024 164,458.88 Vendor 1911 - Valmont Industries Inc Totals Invoices 1 $164,458.88 Vendor 693 - Pablo Velazquez
Pablo grade III Pablo Grade III training Paid by Check #46021 02/27/2024 03/01/2024 03/01/2024 03/01/2024 211.00 Vendor 693 - Pablo Velazquez Totals Invoices 1 $211.00
Vendor 354 - Verizon Wireless
9956125037 verizon pw Paid by Check #46022 02/07/2024 03/01/2024 03/01/2024 03/01/2024 1,130.72 9956593151 Jan/Feb 2024 Paid by Check #46026 02/12/2024 03/01/2024 03/01/2024 03/01/2024 394.26 9956696352 verizon admin Paid by Check #46023 02/14/2024 03/01/2024 03/01/2024 03/01/2024 216.48 9956696355 Administration 01/15/24-02/14/24 Paid by Check #46025 02/14/2024 03/01/2024 03/01/2024 03/01/2024 180.80 9956696356 CM & Council 01/15/24-02/14/24 Paid by Check #46024 02/14/2024 03/01/2024 03/01/2024 03/01/2024 286.75 Vendor 354 - Verizon Wireless Totals Invoices 5 $2,209.01 Vendor 1313 - Yepez Plumbing
09246 yepez gas leak at meter Paid by Check #46027 02/13/2024 03/01/2024 03/01/2024 03/01/2024 642.00 Vendor 1313 - Yepez Plumbing Totals Invoices 1 $642.00
Grand Totals Invoices 151 $888,423.54
Run by Rosemary Silva on 02/29/2024 02:40:38 PM Page 9 of 9 Accounts Payable Invoice Report
Payment Date Range 02/24/24 - 03/01/24
Report By Vendor - Invoice
Summary Listing
Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount Vendor 367 - A-1 Auto Electric
138300 auto electric bus-8 Paid by Check #46028 02/28/2024 03/08/2024 03/08/2024 03/08/2024 1,990.62 Vendor 367 - A-1 Auto Electric Totals Invoices 1 $1,990.62 Vendor 479 - Able Industries
112244 WEED/LITTER REMOVAL FROM

WALL & TRAIL
Paid by Check #46139 11/30/2022 01/06/2023 01/06/2023 03/08/2024 1,196.25 Vendor 479 - Able Industries Totals Invoices 1 $1,196.25 Vendor 263 - Advantek Benefit Administrators
03/01/2024 03/01/2024 Funding Request Paid by Check #46029 03/01/2024 03/08/2024 03/08/2024 03/08/2024 41,273.78 Vendor 263 - Advantek Benefit Administrators Totals Invoices 1 $41,273.78 Vendor 119 - American Backflow Specialties
INV64122 American backflow Paid by Check #46030 12/31/2023 03/08/2024 03/08/2024 03/08/2024 114.79 INV64164 American backflow Paid by Check #46030 12/31/2023 03/08/2024 03/08/2024 03/08/2024 1,219.08 Vendor 119 - American Backflow Specialties Totals Invoices 2 $1,333.87 Vendor 351 - Anthem Blue Cross
000320799427 HARTLEY 925M97595 03/01/24-
03/31/24
Paid by Check #46031 02/07/2024 03/08/2024 03/08/2024 03/08/2024 294.50 000000009668104 BILLING 03/01/2024-04/01/2024 Paid by Check #46032 02/14/2024 03/08/2024 03/08/2024 03/08/2024 582.50 Vendor 351 - Anthem Blue Cross Totals Invoices 2 $877.00 Vendor 21 - Aramark Uniform Services Inc.
5031368746 FY23/24-Parks-uniform
allowance/safety supplies
Paid by Check #46033 02/28/2024 03/08/2024 03/08/2024 02/29/2024 03/08/2024 102.08 Vendor 21 - Aramark Uniform Services Inc. Totals Invoices 1 $102.08 Vendor 17 - AT&T
939105474102/24 PW 1/11/2024-02/10/2024 Paid by Check #46034 02/11/2024 03/08/2024 03/08/2024 03/08/2024 307.45 559596064902/24 1088 E KAMM AVE 02/26/24-
03/25/24
Paid by Check #46035 02/26/2024 03/08/2024 03/08/2024 03/08/2024 4,017.80 Vendor 17 - AT&T Totals Invoices 2 $4,325.25
Vendor 40 - Richard Leroy Barkley
9755 FY23/24-Senior Center-Service
call10/23-Restore power A/B
Paid by Check #46036 02/15/2024 03/08/2024 03/08/2024 02/28/2024 03/08/2024 180.00 Vendor 40 - Richard Leroy Barkley Totals Invoices 1 $180.00 Vendor 1869 - Bass Mekanics Car Audio
#REC009 FY23/24-CS-Staff shirts/jackets- J.

Ruelas-Facilities Maint.

Paid by Check #46037 03/01/2024 03/08/2024 03/08/2024 03/01/2024 03/08/2024 200.00 Vendor 1869 - Bass Mekanics Car Audio Totals Invoices 1 $200.00 Vendor 328 - Bernard Professional Transcription Services DF2300903 PD - Transcripts Service Paid by Check #46038 02/20/2024 03/08/2024 03/08/2024 03/08/2024 2,461.00 Vendor 328 - Bernard Professional Transcription Services Totals Invoices 1 $2,461.00 Vendor 1901 - Big State Industrial Supply, Inc.
1550516 bsi vests Paid by Check #46039 02/09/2024 03/08/2024 03/08/2024 03/08/2024 1,317.08 Vendor 1901 - Big State Industrial Supply, Inc. Totals Invoices 1 $1,317.08 Vendor 116 - BSK Analytical Laboratories
Run by Rosemary Silva on 03/08/2024 08:34:46 AM Page 1 of 12 Accounts Payable Invoice Report
Payment Date Range 03/02/24 - 03/08/24
Report By Vendor - Invoice
Summary Listing
Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount AH05331 BSK coliform presence/absence Paid by Check #46040 02/29/2024 03/08/2024 03/08/2024 03/08/2024 152.00 Vendor 116 - BSK Analytical Laboratories Totals Invoices 1 $152.00 Vendor 1141 - Business Location Advisors, Inc.
4th Qtr-23 BESTBUY.COM 4th Qtr-23 Paid by Check #46136 02/13/2024 03/08/2024 03/08/2024 03/08/2024 184,143.83 Vendor 1141 - Business Location Advisors, Inc. Totals Invoices 1 $184,143.83 Vendor 725 - CDW Government
PR62329 PD - Cordless Headsets / Dispatch Paid by Check #46041 02/19/2024 03/01/2024 03/01/2024 03/08/2024 979.23 Vendor 725 - CDW Government Totals Invoices 1 $979.23
Vendor 333 - Cintas Corporation No. 2
4182109351 Contractual Paid by Check #46042 02/01/2024 03/08/2024 03/08/2024 03/08/2024 172.36 4182109365 Contractual Paid by Check #46042 02/01/2024 03/08/2024 03/08/2024 03/08/2024 126.87 4182109577 Contractual Paid by Check #46042 02/01/2024 03/08/2024 03/08/2024 03/08/2024 682.39 4182654338 Contractual Paid by Check #46042 02/07/2024 03/08/2024 03/08/2024 03/08/2024 26.02 4182654388 Contractual Paid by Check #46042 02/07/2024 03/08/2024 03/08/2024 03/08/2024 213.40 4182654408 Contractual Paid by Check #46042 02/07/2024 03/08/2024 03/08/2024 03/08/2024 348.79 4182654426 Contractual Paid by Check #46042 02/07/2024 03/08/2024 03/08/2024 03/08/2024 197.42 4182654464 Contractual Paid by Check #46042 02/07/2024 03/08/2024 03/08/2024 03/08/2024 199.23 4182654573 Contractual Paid by Check #46042 02/07/2024 03/08/2024 03/08/2024 03/08/2024 225.32 4182810294 Contractual Paid by Check #46042 02/08/2024 03/08/2024 03/08/2024 03/08/2024 172.80 4182810337 Contractual Paid by Check #46042 02/08/2024 03/08/2024 03/08/2024 03/08/2024 126.87 4182810772 Contractual Paid by Check #46042 02/08/2024 03/08/2024 03/08/2024 03/08/2024 856.57 1904619773 Contractual Paid by Check #46042 02/14/2024 03/08/2024 03/08/2024 03/08/2024 70.53 1904620007 Contractual Paid by Check #46042 02/14/2024 03/08/2024 03/08/2024 03/08/2024 151.49 4183382406 Contractual Paid by Check #46042 02/14/2024 03/08/2024 03/08/2024 03/08/2024 300.69 4183382414 Contractual Paid by Check #46042 02/14/2024 03/08/2024 03/08/2024 03/08/2024 51.22 4183382475 Contractual Paid by Check #46042 02/14/2024 03/08/2024 03/08/2024 03/08/2024 141.99 4183382628 Contractual Paid by Check #46042 02/14/2024 03/08/2024 03/08/2024 03/08/2024 333.33 4183536798 Contractual Paid by Check #46042 02/15/2024 03/08/2024 03/08/2024 03/08/2024 126.87 4183536906 Contractual Paid by Check #46042 02/15/2024 03/08/2024 03/08/2024 03/08/2024 172.36 4183537276 Contractual Paid by Check #46042 02/15/2024 03/08/2024 03/08/2024 03/08/2024 672.44 4184118670 Contractual Paid by Check #46042 02/21/2024 03/08/2024 03/08/2024 03/08/2024 28.92 4184118744 Contractual Paid by Check #46042 02/21/2024 03/08/2024 03/08/2024 03/08/2024 235.45 4184118756 Contractual Paid by Check #46042 02/21/2024 03/08/2024 03/08/2024 03/08/2024 324.14 4184118761 Contractual Paid by Check #46042 02/21/2024 03/08/2024 03/08/2024 03/08/2024 112.32 4184118794 Contractual Paid by Check #46042 02/21/2024 03/08/2024 03/08/2024 03/08/2024 148.65 4184118949 Contractual Paid by Check #46042 02/21/2024 03/08/2024 03/08/2024 03/08/2024 224.95 1904629538 Contractual Paid by Check #46042 02/22/2024 03/08/2024 03/08/2024 03/08/2024 140.29 1904646826 Contractual Paid by Check #46042 02/22/2024 03/08/2024 03/08/2024 03/08/2024 245.17 1904649863 Contractual Paid by Check #46042 02/22/2024 03/08/2024 03/08/2024 03/08/2024 99.80 4184220718 Contractual Paid by Check #46042 02/22/2024 03/08/2024 03/08/2024 03/08/2024 128.06 4184220794 Contractual Paid by Check #46042 02/22/2024 03/08/2024 03/08/2024 03/08/2024 178.66 4184221187 Contractual Paid by Check #46042 02/22/2024 03/08/2024 03/08/2024 03/08/2024 865.31 Run by Rosemary Silva on 03/08/2024 08:34:46 AM Page 2 of 12 Accounts Payable Invoice Report
Payment Date Range 03/02/24 - 03/08/24
Report By Vendor - Invoice
Summary Listing
Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount 4184833932 Contractual Paid by Check #46042 02/28/2024 03/08/2024 03/08/2024 03/08/2024 51.22 4184833941 Contractual Paid by Check #46042 02/28/2024 03/08/2024 03/08/2024 03/08/2024 112.32 4184833942 Contractual Paid by Check #46042 02/28/2024 03/08/2024 03/08/2024 03/08/2024 301.01 4184834232 Contractual Paid by Check #46042 02/28/2024 03/08/2024 03/08/2024 03/08/2024 224.95 4184995779 Contractual Paid by Check #46042 02/29/2024 03/08/2024 03/08/2024 03/08/2024 128.06 4184995837 Contractual Paid by Check #46042 02/29/2024 03/08/2024 03/08/2024 03/08/2024 178.66 4184996019 Contractual Paid by Check #46042 02/29/2024 03/08/2024 03/08/2024 03/08/2024 590.05 Vendor 333 - Cintas Corporation No. 2 Totals Invoices 40 $9,686.95 Vendor 127 - City of Visalia
AR100819 PD - Animal Shelter Services /
March 2024
Paid by Check #46043 03/01/2024 03/08/2024 03/08/2024 03/08/2024 16,900.00 Vendor 127 - City of Visalia Totals Invoices 1 $16,900.00 Vendor 170 - Comcast
0191269 02/22/24 201 N URUAPAN WAY 02/27/24-
03/26/24
Paid by Check #46044 02/22/2024 03/08/2024 03/08/2024 03/08/2024 359.27 0002177 02/27/24 1390 E ELIZABETH WAY 03/01/24
-03/31/24
Paid by Check #46045 02/27/2024 03/08/2024 03/08/2024 03/08/2024 97.94 0181138 02/27/24 180 W MERCED ST 03/02/24-
04/01/24
Paid by Check #46046 02/27/2024 03/08/2024 03/08/2024 03/08/2024 915.97 Vendor 170 - Comcast Totals Invoices 3 $1,373.18
Vendor 731 - Community Services & Employment Training, Inc.

SEFFS-DIKCV-01 community service reimbursement Paid by Check #46047 07/27/2022 03/08/2024 03/08/2024 03/08/2024 2,764.83 Vendor 731 - Community Services & Employment Training, Inc. Totals Invoices 1 $2,764.83 Vendor 1273 - Cook's Communications Corp.
156446 cooks Paid by Check #46048 02/12/2024 03/08/2024 03/08/2024 03/08/2024 1,176.93 Vendor 1273 - Cook's Communications Corp. Totals Invoices 1 $1,176.93 Vendor 1576 - Creative Asphalt, Inc.
8501 Creative asphalt 942 S College
alleyway
Paid by Check #46049 02/21/2024 03/08/2024 03/08/2024 03/08/2024 7,120.00 8502 Creative asphalt 942 S College
alleyway
Paid by Check #46049 02/21/2024 03/08/2024 03/08/2024 03/08/2024 15,680.00 Vendor 1576 - Creative Asphalt, Inc. Totals Invoices 2 $22,800.00 Vendor 181 - Dooley Enterprises Inc.
67282 PD - Range Supplies Paid by Check #46050 02/13/2024 03/01/2024 03/01/2024 03/08/2024 4,530.30 Vendor 181 - Dooley Enterprises Inc. Totals Invoices 1 $4,530.30 Vendor 309 - Elbert Distributing
24093150 elbert distubruting inventory Paid by Check #46051 02/28/2024 03/08/2024 03/08/2024 03/08/2024 340.34 Vendor 309 - Elbert Distributing Totals Invoices 1 $340.34 Vendor 836 - Engie Services U.S. Inc.
90062045 O&M FEES (Feb 2024-Jan 2025) Paid by Check #46052 02/26/2024 03/08/2024 03/08/2024 03/08/2024 39,568.54 Vendor 836 - Engie Services U.S. Inc. Totals Invoices 1 $39,568.54 Vendor 235 - Ferguson Enterprises, LLC
1838537 ferguson water dept Paid by Check #46053 02/05/2024 03/08/2024 03/08/2024 03/08/2024 448.13 Run by Rosemary Silva on 03/08/2024 08:34:46 AM Page 3 of 12 Accounts Payable Invoice Report
Payment Date Range 03/02/24 - 03/08/24
Report By Vendor - Invoice
Summary Listing
Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount Vendor 235 - Ferguson Enterprises, LLC Totals Invoices 1 $448.13 Vendor 1244 - Fire Apparatus Solutions
28762 Fire apparatus E-32 Paid by Check #46054 02/12/2024 03/08/2024 03/08/2024 03/08/2024 216.36 28768 Fire apparatus E-32 Paid by Check #46054 02/12/2024 03/08/2024 03/08/2024 03/08/2024 539.31 28818 Fire apparatus E-32 Paid by Check #46054 02/15/2024 03/08/2024 03/08/2024 03/08/2024 288.32 Vendor 1244 - Fire Apparatus Solutions Totals Invoices 3 $1,043.99 Vendor 1801 - Garda CL West, INC
10773211 SERVICES MONTH MARCH 2024 Paid by Check #46055 03/01/2024 03/08/2024 03/08/2024 03/08/2024 1,359.84 Vendor 1801 - Garda CL West, INC Totals Invoices 1 $1,359.84 Vendor 1431 - Patricia Hartman
March-May 2024 Anthem Reimb 03/01/2024-
05/31/2024
Paid by Check #46056 03/01/2024 03/08/2024 03/08/2024 03/08/2024 747.60 Vendor 1431 - Patricia Hartman Totals Invoices 1 $747.60 Vendor 174 - Howard's Pest Control
120846 pest control monthly services Paid by Check #46057 03/04/2024 03/08/2024 03/08/2024 03/08/2024 55.00 120852 FY23/24-Sportsplex-Pest control
srvcs. - March 2024
Paid by Check #46057 03/04/2024 03/08/2024 03/08/2024 03/04/2024 03/08/2024 117.00 120862 FY23/24-Parks- Pest control srvc.-
KC Park-March2024
Paid by Check #46057 03/04/2024 03/04/2024 03/08/2024 03/04/2024 03/08/2024 46.00 Vendor 174 - Howard's Pest Control Totals Invoices 3 $218.00 Vendor 6 - Jim Manning Dodge Inc.
162154DOR Jim manning pd-40 Paid by Check #46058 02/27/2024 03/08/2024 03/08/2024 03/08/2024 12.99 Vendor 6 - Jim Manning Dodge Inc. Totals Invoices 1 $12.99 Vendor 218 - Key Evidence Lock and Safe
134442 key evidence cyber keys Paid by Check #46059 02/28/2024 03/08/2024 03/08/2024 03/08/2024 885.83 Vendor 218 - Key Evidence Lock and Safe Totals Invoices 1 $885.83 Vendor 969 - Kings River Tractor, Inc.

IR19244 Kings River WWRF Paid by Check #46060 02/27/2024 03/08/2024 03/08/2024 03/08/2024 156.17 Vendor 969 - Kings River Tractor, Inc. Totals Invoices 1 $156.17 Vendor 1247 - Linda Launer
Sacramento 03/24 Valley Sacramento Trip
03/12/2024-03/14/24
Paid by Check #46061 03/06/2024 03/08/2024 03/08/2024 03/08/2024 120.00 Vendor 1247 - Linda Launer Totals Invoices 1 $120.00
Vendor 1324 - Lawrence Tractor Co., Inc.
656212 FY23/24-Parks-Replacement
part/Gator
Paid by Check #46062 02/28/2024 03/08/2024 03/08/2024 03/01/2024 03/08/2024 199.77 Vendor 1324 - Lawrence Tractor Co., Inc. Totals Invoices 1 $199.77 Vendor 53 - League of California Cities
8108 South San Joaquin (02/20/24)
Thusu, Launer,
Paid by Check #46063 02/27/2024 03/08/2024 03/08/2024 03/08/2024 50.00 Vendor 53 - League of California Cities Totals Invoices 1 $50.00 Vendor 1913 - Metro Uniform & Accessories
Run by Rosemary Silva on 03/08/2024 08:34:46 AM Page 4 of 12 Accounts Payable Invoice Report
Payment Date Range 03/02/24 - 03/08/24
Report By Vendor - Invoice
Summary Listing
Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount 276580 PD - Uniforms / Bryan
Montemayor
Paid by Check #46064 02/23/2024 03/01/2024 03/01/2024 03/08/2024 1,740.85 Vendor 1913 - Metro Uniform & Accessories Totals Invoices 1 $1,740.85 Vendor 1943 - Mineral King Publishing, Inc
12670-0224 FY23/24-Senior CenterNewspaper subscription renewal Paid by Check #46065 02/02/2024 03/08/2024 03/08/2024 03/01/2024 03/08/2024 35.00 Vendor 1943 - Mineral King Publishing, Inc Totals Invoices 1 $35.00 Vendor 589 - Rosa Montanez
March 2024 Anthem Reimb 03/01/2024-
03/31/2024
Paid by Check #46066 02/29/2024 03/08/2024 03/08/2024 03/08/2024 319.68 Vendor 589 - Rosa Montanez Totals Invoices 1 $319.68
Vendor 22 - Moore Twining Associates Inc.
4136889 moore industrial Paid by Check #46067 02/27/2024 03/08/2024 03/08/2024 03/08/2024 163.00 4136983 moore in-house Paid by Check #46067 02/28/2024 03/08/2024 03/08/2024 03/08/2024 102.00 4137000 moore industrial Paid by Check #46067 02/29/2024 03/08/2024 03/08/2024 03/08/2024 88.00 4137002 moore industrial Paid by Check #46067 02/29/2024 03/08/2024 03/08/2024 03/08/2024 88.00 4137058 moore industrial Paid by Check #46067 02/29/2024 03/08/2024 03/08/2024 03/08/2024 88.00 Vendor 22 - Moore Twining Associates Inc. Totals Invoices 5 $529.00 Vendor 884 - Napa Auto Parts
90624 Vehicles Paid by Check #46068 02/05/2024 03/08/2024 03/08/2024 03/08/2024 16.06 90635 Vehicles Paid by Check #46068 02/05/2024 03/08/2024 03/08/2024 03/08/2024 115.45 90649 Vehicles Paid by Check #46068 02/06/2024 03/08/2024 03/08/2024 03/08/2024 90.70 90662 Vehicles Paid by Check #46068 02/06/2024 03/08/2024 03/08/2024 03/08/2024 57.37 90686 Vehicles Paid by Check #46068 02/06/2024 03/08/2024 03/08/2024 03/08/2024 8.13 90702 Vehicles Paid by Check #46068 02/06/2024 03/08/2024 03/08/2024 03/08/2024 58.58 90724 Vehicles Paid by Check #46068 02/07/2024 03/08/2024 03/08/2024 03/08/2024 56.38 90772 Vehicles Paid by Check #46068 02/08/2024 03/08/2024 03/08/2024 03/08/2024 324.56 90774 Vehicles Paid by Check #46068 02/08/2024 03/08/2024 03/08/2024 03/08/2024 15.43 90852 Vehicles Paid by Check #46068 02/09/2024 03/08/2024 03/08/2024 03/08/2024 22.57 90888 Vehicles Paid by Check #46068 02/12/2024 03/08/2024 03/08/2024 03/08/2024 161.97 90891 Vehicles Paid by Check #46068 02/12/2024 03/08/2024 03/08/2024 03/08/2024 9.75 90922 Vehicles Paid by Check #46068 02/12/2024 03/08/2024 03/08/2024 03/08/2024 418.51 90958 Vehicles Paid by Check #46068 02/13/2024 03/08/2024 03/08/2024 03/08/2024 63.91 91067 Vehicles Paid by Check #46068 02/14/2024 03/08/2024 03/08/2024 03/08/2024 95.48 91082 Vehicles Paid by Check #46068 02/15/2024 03/08/2024 03/08/2024 03/08/2024 104.09 91088 Vehicles Paid by Check #46068 02/15/2024 03/08/2024 03/08/2024 03/08/2024 102.42 91090 Vehicles Paid by Check #46068 02/15/2024 03/08/2024 03/08/2024 03/08/2024 139.14 91175 Vehicles Paid by Check #46068 02/16/2024 03/08/2024 03/08/2024 03/08/2024 417.61 91291 Vehicles Paid by Check #46068 02/20/2024 03/08/2024 03/08/2024 03/08/2024 23.98 91459 Vehicles Paid by Check #46068 02/22/2024 03/08/2024 03/08/2024 03/08/2024 8.67 91479 Vehicles Paid by Check #46068 02/22/2024 03/08/2024 03/08/2024 03/08/2024 48.05 91504 Vehicles Paid by Check #46068 02/22/2024 03/08/2024 03/08/2024 03/08/2024 31.41 Run by Rosemary Silva on 03/08/2024 08:34:46 AM Page 5 of 12 Accounts Payable Invoice Report
Payment Date Range 03/02/24 - 03/08/24
Report By Vendor - Invoice
Summary Listing
Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount 91531 Vehicles Paid by Check #46068 02/23/2024 03/08/2024 03/08/2024 03/08/2024 285.49 91570 Vehicles Paid by Check #46068 02/23/2024 03/08/2024 03/08/2024 03/08/2024 132.22 91669 Vehicles Paid by Check #46068 02/26/2024 03/08/2024 03/08/2024 03/08/2024 83.84 91691 Vehicles Paid by Check #46068 02/27/2024 03/08/2024 03/08/2024 03/08/2024 74.69 91724 Vehicles Paid by Check #46068 02/27/2024 03/08/2024 03/08/2024 03/08/2024 34.71 91738 Vehicles Paid by Check #46068 02/27/2024 03/08/2024 03/08/2024 03/08/2024 23.83 91762 Vehicles Paid by Check #46068 02/28/2024 03/08/2024 03/08/2024 03/08/2024 139.14 91782 Vehicles Paid by Check #46068 02/28/2024 03/08/2024 03/08/2024 03/08/2024 27.11 91868 Vehicles Paid by Check #46068 02/29/2024 03/08/2024 03/08/2024 03/08/2024 256.65 91870 Vehicles Paid by Check #46068 02/29/2024 03/08/2024 03/08/2024 03/08/2024 24.12 Vendor 884 - Napa Auto Parts Totals Invoices 33 $3,472.02 Vendor 392 - O'Reilly Auto Parts
3641-175680 Vehicles Paid by Check #46069 01/31/2024 03/08/2024 03/08/2024 03/08/2024 65.06 3641-175681 Vehicles Paid by Check #46069 01/31/2024 03/08/2024 03/08/2024 03/08/2024 41.48 3641-175686 Vehicles Paid by Check #46069 01/31/2024 03/08/2024 03/08/2024 03/08/2024 50.12 3641-175774 Vehicles Paid by Check #46069 01/31/2024 03/08/2024 03/08/2024 03/08/2024 59.89 3641-175775 Vehicles Paid by Check #46069 01/31/2024 03/08/2024 03/08/2024 03/08/2024 (14.31) 3641-175777 Vehicles Paid by Check #46069 01/31/2024 03/08/2024 03/08/2024 03/08/2024 (43.40) 3641-176003 Vehicles Paid by Check #46069 02/02/2024 03/08/2024 03/08/2024 03/08/2024 5.52 3641-176004 Vehicles Paid by Check #46069 02/02/2024 03/08/2024 03/08/2024 03/08/2024 20.27 3641-176529 Vehicles Paid by Check #46069 02/05/2024 03/08/2024 03/08/2024 03/08/2024 32.85 3641-176545 Vehicles Paid by Check #46069 02/05/2024 03/08/2024 03/08/2024 03/08/2024 22.92 3641-176658 Vehicles Paid by Check #46069 02/05/2024 03/08/2024 03/08/2024 03/08/2024 59.89 3641-176833 Vehicles Paid by Check #46069 02/06/2024 03/08/2024 03/08/2024 03/08/2024 38.70 3641-176980 Vehicles Paid by Check #46069 02/07/2024 03/08/2024 03/08/2024 03/08/2024 86.79 3641-177009 Vehicles Paid by Check #46069 02/07/2024 03/08/2024 03/08/2024 03/08/2024 81.36 3641-177026 Vehicles Paid by Check #46069 02/07/2024 03/08/2024 03/08/2024 03/08/2024 39.74 3641-177068 Vehicles Paid by Check #46069 02/08/2024 03/08/2024 03/08/2024 03/08/2024 13.69 3641-177092 Vehicles Paid by Check #46069 02/08/2024 03/08/2024 03/08/2024 03/08/2024 11.82 3641-177153 Vehicles Paid by Check #46069 02/08/2024 03/08/2024 03/08/2024 03/08/2024 147.76 3641-177346 Vehicles Paid by Check #46069 02/09/2024 03/08/2024 03/08/2024 03/08/2024 33.04 3641-177809 Vehicles Paid by Check #46069 02/12/2024 03/08/2024 03/08/2024 03/08/2024 36.73 3641-177810 Vehicles Paid by Check #46069 02/12/2024 03/08/2024 03/08/2024 03/08/2024 56.28 3641-177812 Vehicles Paid by Check #46069 02/12/2024 03/08/2024 03/08/2024 03/08/2024 98.66 3641-177992 Vehicles Paid by Check #46069 02/13/2024 03/08/2024 03/08/2024 03/08/2024 30.91 3641-178018 Vehicles Paid by Check #46069 02/13/2024 03/08/2024 03/08/2024 03/08/2024 696.11 3641-178231 Vehicles Paid by Check #46069 02/14/2024 03/08/2024 03/08/2024 03/08/2024 218.15 3641-178272 Vehicles Paid by Check #46069 02/14/2024 03/08/2024 03/08/2024 03/08/2024 174.06 3641-178331 Vehicles Paid by Check #46069 02/15/2024 03/08/2024 03/08/2024 03/08/2024 23.86 3641-178545 Vehicles Paid by Check #46069 02/16/2024 03/08/2024 03/08/2024 03/08/2024 188.41 3641-179258 Vehicles Paid by Check #46069 02/20/2024 03/08/2024 03/08/2024 03/08/2024 9.77 3641-179485 Vehicles Paid by Check #46069 02/21/2024 03/08/2024 03/08/2024 03/08/2024 51.53 Run by Rosemary Silva on 03/08/2024 08:34:46 AM Page 6 of 12 Accounts Payable Invoice Report
Payment Date Range 03/02/24 - 03/08/24
Report By Vendor - Invoice
Summary Listing
Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount 3641-179698 Vehicles Paid by Check #46069 02/22/2024 03/08/2024 03/08/2024 03/08/2024 7.00 3641-179705 Vehicles Paid by Check #46069 02/22/2024 03/08/2024 03/08/2024 03/08/2024 27.63 3641-179824 Vehicles Paid by Check #46069 02/23/2024 03/08/2024 03/08/2024 03/08/2024 191.98 3641-179950 Vehicles Paid by Check #46069 02/23/2024 03/08/2024 03/08/2024 03/08/2024 (109.96) 3641-180502 Vehicles Paid by Check #46069 02/26/2024 03/08/2024 03/08/2024 03/08/2024 33.04 3641-180791 Vehicles Paid by Check #46069 02/28/2024 03/08/2024 03/08/2024 03/08/2024 5.48 3641-180792 Vehicles Paid by Check #46069 02/28/2024 03/08/2024 03/08/2024 03/08/2024 41.48 3641-180823 Vehicles Paid by Check #46069 02/28/2024 03/08/2024 03/08/2024 03/08/2024 9.77 3641-180886 Vehicles Paid by Check #46069 02/28/2024 03/08/2024 03/08/2024 03/08/2024 217.00 Vendor 392 - O'Reilly Auto Parts Totals Invoices 39 $2,761.08 Vendor 142 - Office Depot BSD
354321621001 Office Supplies - Office Depot Paid by Check #46070 02/16/2024 03/08/2024 03/08/2024 03/08/2024 69.87 356619095001 PD - Supplies Paid by Check #46070 02/22/2024 03/08/2024 03/08/2024 03/08/2024 272.22 Vendor 142 - Office Depot BSD Totals Invoices 2 $342.09 Vendor 1773 - Pace Supply Corp.
199242325 pace supplies Ford Paid by Check #46071 01/31/2024 03/08/2024 03/08/2024 03/08/2024 245.21 199241476-1 pace supplies Paid by Check #46071 02/20/2024 03/08/2024 03/08/2024 03/08/2024 92.29 Vendor 1773 - Pace Supply Corp. Totals Invoices 2 $337.50 Vendor 76 - Pacific Gas & Electric
0915078178002/24 PW 01/17/2024-02/14/2024 Paid by Check #46073 02/14/2024 03/08/2024 03/08/2024 03/08/2024 1,961.58 7232679737902.24 PW 02/17/24-02/14/24 Paid by Check #46093 02/14/2024 03/08/2024 03/08/2024 03/08/2024 18,484.91 7232679737902/24 PW 01/17/2024-02/14/2024 Wrong Amount 02/14/2024 03/08/2024 03/08/2024 35,882.30 9179222553302/24 PW 01/17/2024-02/14/2024 Paid by Check #46080 02/14/2024 03/08/2024 03/08/2024 03/08/2024 1,091.52 6407995725002/24 PW 01/12/2024-02/12/2024 Paid by Check #46077 02/15/2024 03/08/2024 03/08/2024 03/08/2024 1,003.48 9548749847902/24 ALTA & NEBRASKA AVE
01/12/2024-02/12/2024
Paid by Check #46081 02/15/2024 03/08/2024 03/08/2024 03/08/2024 120.11 1349716235702/24 KAMM & GREEN AVE 01/09/2024
-02/07/2024
Paid by Check #46074 02/16/2024 03/08/2024 03/08/2024 03/08/2024 189.14 3166578419002/24 3007 W KAMM AVE 01/18/2024-
02/15/2024
Paid by Check #46075 02/16/2024 03/08/2024 03/08/2024 03/08/2024 72.31 6402990649 02/24 PD - 01/18/2024 - 02/15/2024
Billing Charges
Paid by Check #46072 02/16/2024 03/01/2024 03/01/2024 03/08/2024 9.53 8543598174202/24 L&L PARKS 01/17/2024-
02/14/2024
Paid by Check #46091 02/16/2024 03/08/2024 03/08/2024 03/08/2024 635.91 8866956432502/24 NW SE SW 18 16 24 01/18/2024-
02/15/2024
Paid by Check #46079 02/16/2024 03/08/2024 03/08/2024 03/08/2024 30.99 5949665550302/24 6675 AVE 412 01/18/2024-
02/15/2024
Paid by Check #46076 02/20/2024 03/08/2024 03/08/2024 03/08/2024 23.82 6744215678002/24 6675 AVE 412 01/18/2024-
02/15/2024
Paid by Check #46078 02/20/2024 03/08/2024 03/08/2024 03/08/2024 6,423.19 5022214690902/24 L&L PARKSIDE VILLAGE PHASE 1
01/23/2024-02/21/2024
Paid by Check #46087 02/21/2024 03/08/2024 03/08/2024 03/08/2024 273.96 2656920215802/24 L&L EL MONTE & LILLIE
01/24/2024-02/22/2024
Paid by Check #46085 02/23/2024 03/08/2024 03/08/2024 03/08/2024 11.30 Run by Rosemary Silva on 03/08/2024 08:34:46 AM Page 7 of 12 Accounts Payable Invoice Report
Payment Date Range 03/02/24 - 03/08/24
Report By Vendor - Invoice
Summary Listing
Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount 5192489513202/24 L&L 502 RD 72 TIMER
01/24/2024-02/22/2024
Paid by Check #46088 02/23/2024 03/08/2024 03/08/2024 03/08/2024 11.17 7771308180802/24 L&L 200 S ROAD 72 01/24/2024-
02/22/2024
Paid by Check #46090 02/23/2024 03/08/2024 03/08/2024 03/08/2024 9.86 0375636985002/24 N/E RD 76 & AVE 416 01/25/2024
-02/23/2024
Paid by Check #46082 02/25/2024 03/08/2024 03/08/2024 03/08/2024 117.25 2459524157102/24 L&L NORTHRIDGE W/EATON
01/25/2024-02/25/2024
Paid by Check #46086 02/26/2024 03/08/2024 03/08/2024 03/08/2024 14.78 3120184832702/24 7387 W SIERRA AVE 01/24/24-
02/22/24
Paid by Check #46084 02/26/2024 03/08/2024 03/08/2024 03/08/2024 21,422.21 5438816975402/24 L&L NEWTON & NORTHRIDGE
01/25/2024-02/25/2024
Paid by Check #46089 02/26/2024 03/08/2024 03/08/2024 03/08/2024 165.93 8218800681902/24 2099 W SIERRA WY B
01/24/2024-02/22/2024
Paid by Check #46083 02/26/2024 03/08/2024 03/08/2024 03/08/2024 583.79 9146744205802/24 L&L DAVIS E/ALTA AVE
01/25/2024-02/25/2024
Paid by Check #46092 02/26/2024 03/08/2024 03/08/2024 03/08/2024 381.57 0021138281702/24 765 W NEBRASKA 01/30//24-
02/28/24
Paid by Check #46094 02/29/2024 03/08/2024 03/08/2024 03/08/2024 14.03 2337501511402/24 250 W SAGINAW AVE 01/30/24-
02/28/24
Paid by Check #46098 02/29/2024 03/08/2024 03/08/2024 03/08/2024 30.00 7022723403902/24 1480 W El Monte Way 01/30/24-
02/28/24
Paid by Check #46095 02/29/2024 03/08/2024 03/08/2024 03/08/2024 428.06 9001498229302/24 405 E El Monte Way 01/29/24-
02/2724
Paid by Check #46096 02/29/2024 03/08/2024 03/08/2024 03/08/2024 1,102.09 9825087728302/24 595 W NEBRASKA AVE 01/30/24-
02/28/24
Paid by Check #46097 02/29/2024 03/08/2024 03/08/2024 03/08/2024 65.08 Vendor 76 - Pacific Gas & Electric Totals Invoices 28 $90,559.87 Vendor 821 - Parker & Parker Plumbing
45920 parker & Plumbing replumb piping
for new meter
Paid by Check #46099 12/15/2023 03/08/2024 03/08/2024 03/08/2024 5,820.76 Vendor 821 - Parker & Parker Plumbing Totals Invoices 1 $5,820.76 Vendor 686 - Elva Patino
CSMFOEPatino Elva's travel Expense
reimbursement
Paid by Check #46100 02/15/2024 03/08/2024 03/08/2024 03/08/2024 120.92 Vendor 686 - Elva Patino Totals Invoices 1 $120.92
Vendor 688 - Rogelio Ramirez
FEBRUARY 2024 Anthem Reimb 02/01/2024-
02/29/2024
Paid by Check #46101 03/01/2024 03/08/2024 03/08/2024 03/08/2024 330.55 Vendor 688 - Rogelio Ramirez Totals Invoices 1 $330.55
Vendor 349 - RES COM Pest Control
2198540 PD - Dog Kennels Pest Control Paid by Check #46102 02/23/2024 03/08/2024 03/08/2024 03/08/2024 48.00 Vendor 349 - RES COM Pest Control Totals Invoices 1 $48.00 Vendor 1139 - Robert E. Cendejas and Associates, Inc.
4th Qtr-23 BESTBUY.COM 4th Qtr-23 Paid by Check #46137 02/13/2024 03/08/2024 03/08/2024 03/08/2024 184,143.83 Vendor 1139 - Robert E. Cendejas and Associates, Inc. Totals Invoices 1 $184,143.83 Run by Rosemary Silva on 03/08/2024 08:34:46 AM Page 8 of 12 Accounts Payable Invoice Report
Payment Date Range 03/02/24 - 03/08/24
Report By Vendor - Invoice
Summary Listing
Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount Vendor 42 - Scout Specialties
173346 scout specialties supplies Paid by Check #46103 01/31/2024 03/08/2024 03/08/2024 03/08/2024 17.34 173402 scout specialties supplies Paid by Check #46103 02/02/2024 03/08/2024 03/08/2024 03/08/2024 31.68 173672 scout specialties supplies Paid by Check #46103 02/14/2024 03/08/2024 03/08/2024 03/08/2024 172.75 173870 scout specialties supplies Paid by Check #46103 02/22/2024 03/08/2024 03/08/2024 03/08/2024 240.87 Vendor 42 - Scout Specialties Totals Invoices 4 $462.64 Vendor 1859 - Simplot Grower Solutions, Simplot Partners, Simplo 223017972 simplot medians maintenance Paid by Check #46104 02/27/2024 03/08/2024 03/08/2024 03/08/2024 2,055.87 223017973 simplot medians maintenance Paid by Check #46104 02/27/2024 03/08/2024 03/08/2024 03/08/2024 532.09 Vendor 1859 - Simplot Grower Solutions, Simplot Partners, Simplo Totals Invoices 2 $2,587.96 Vendor 361 - SJVAPCD
S175096 SJVAPCD annual permit Paid by Check #46105 03/01/2024 03/08/2024 03/08/2024 03/08/2024 290.00 Vendor 361 - SJVAPCD Totals Invoices 1 $290.00
Vendor 431 - Sparkletts
5080520 022924 PD - Water Cooler Service Paid by Check #46106 02/29/2024 03/08/2024 03/08/2024 03/08/2024 205.74 9406519 030124 FY23/24-Multiple divisions - water
bottle service/rental
Paid by Check #46106 03/01/2024 03/08/2024 03/08/2024 03/04/2024 03/08/2024 214.77 Vendor 431 - Sparkletts Totals Invoices 2 $420.51
Vendor 1081 - Statewide Traffic Safety and Signs Inc.
04011675 statewide arrow board Paid by Check #46107 01/28/2024 03/08/2024 03/08/2024 03/08/2024 450.00 Vendor 1081 - Statewide Traffic Safety and Signs Inc. Totals Invoices 1 $450.00 Vendor 1140 - Strategic Business Locations, Inc.
4th Qtr-23 BESTBUY.COM 4th Qtr-23 Paid by Check #46138 02/13/2024 03/08/2024 03/08/2024 03/08/2024 184,143.83 Vendor 1140 - Strategic Business Locations, Inc. Totals Invoices 1 $184,143.83 Vendor 92 - Target Specialty Products
INVP501389322 target reward landscape and
Aquatic
Paid by Check #46108 01/31/2024 03/08/2024 03/08/2024 03/08/2024 531.22 INVP501389329 Target round up pro conc Paid by Check #46108 01/31/2024 03/08/2024 03/08/2024 03/08/2024 990.51 Vendor 92 - Target Specialty Products Totals Invoices 2 $1,521.73 Vendor 1062 - The Sherwin-Williams Co.
5662-2 sherwin graffiti abaitman Paid by Check #46109 01/16/2024 03/08/2024 03/08/2024 03/08/2024 1,247.75 Vendor 1062 - The Sherwin-Williams Co. Totals Invoices 1 $1,247.75 Vendor 1953 - Ed Todd
FEBRUARY 2024 Anthem Reimb 02/01/2024-
02/29/2024
Paid by Check #46110 03/01/2024 03/08/2024 03/08/2024 03/08/2024 959.61 Vendor 1953 - Ed Todd Totals Invoices 1 $959.61
Vendor 329 - Townsend Public Affairs
21254 CONSULTING MARCH 2024 Paid by Check #46111 03/01/2024 03/08/2024 03/08/2024 03/08/2024 5,500.00 Vendor 329 - Townsend Public Affairs Totals Invoices 1 $5,500.00 Vendor 296 - Tulare Kings Veterinary Emergency
214142 PD - Clinic Charge Paid by Check #46112 02/18/2024 03/08/2024 03/08/2024 03/08/2024 132.60 Vendor 296 - Tulare Kings Veterinary Emergency Totals Invoices 1 $132.60 Run by Rosemary Silva on 03/08/2024 08:34:46 AM Page 9 of 12 Accounts Payable Invoice Report
Payment Date Range 03/02/24 - 03/08/24
Report By Vendor - Invoice
Summary Listing
Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount Vendor 1979 - Turf Star, Inc
639423-00 FY 23/24-Parks-Purchase of
baseball field prep machine
Paid by Check #46113 02/21/2024 03/08/2024 03/08/2024 03/01/2024 03/08/2024 37,240.59 Vendor 1979 - Turf Star, Inc Totals Invoices 1 $37,240.59 Vendor 1098 - Tyler Technologies
045-452006 tyler eLicense and ePermits Paid by Check #46114 01/10/2024 03/08/2024 03/08/2024 03/08/2024 1,560.00 045-455053 Implementation credit memo 045-
452006
Paid by Check #46114 01/31/2024 03/08/2024 03/08/2024 03/08/2024 (423.15) Vendor 1098 - Tyler Technologies Totals Invoices 2 $1,136.85 Vendor 192 - UNUM Life Insurance Company of America
03/01/24-3/31/24 0537123-001 Paid by Check #46115 03/04/2024 03/08/2024 03/08/2024 03/08/2024 11,089.73 Vendor 192 - UNUM Life Insurance Company of America Totals Invoices 1 $11,089.73 Vendor 273 - US Bank
523278158 Rent/Equipment Paid by Check #46116 02/25/2024 03/08/2024 03/08/2024 03/08/2024 2,515.31 Vendor 273 - US Bank Totals Invoices 1 $2,515.31
Vendor 1911 - Valmont Industries Inc
CD14129727 Nebraska Park & Ridge Creek
Entrance lights
Paid by Check #46117 02/22/2024 03/08/2024 03/08/2024 03/08/2024 26,315.25 Vendor 1911 - Valmont Industries Inc Totals Invoices 1 $26,315.25 Vendor 1434 - Vast Networks
52122 03/01/2024-03/31/2024 Internet Paid by Check #46118 03/01/2024 03/08/2024 03/08/2024 03/08/2024 4,632.29 Vendor 1434 - Vast Networks Totals Invoices 1 $4,632.29 Vendor 354 - Verizon Wireless
9956696353 FY23/24-Multiple divisions -
phones/service fees
Paid by Check #46119 02/14/2024 03/08/2024 03/08/2024 03/04/2024 03/08/2024 1,720.28 Vendor 354 - Verizon Wireless Totals Invoices 1 $1,720.28 Vendor 820 - Vulcan Materials Company
73894254 vulcan supplies Paid by Check #46120 01/19/2024 03/08/2024 03/08/2024 03/08/2024 802.00 Vendor 820 - Vulcan Materials Company Totals Invoices 1 $802.00 Vendor 14 - W & E Electric
2401028 w&e check lift pumps Paid by Check #46121 01/01/2024 03/08/2024 03/08/2024 03/08/2024 150.00 2401048 w&e lift station by dog park Paid by Check #46121 01/10/2024 03/08/2024 03/08/2024 03/08/2024 251.20 Vendor 14 - W & E Electric Totals Invoices 2 $401.20
Vendor 962 - Willdan Financial Services
00337506 willdan Code enforcement Paid by Check #46122 04/10/2023 03/08/2024 03/08/2024 03/08/2024 3,300.00 00337608 willdan Code enforcement Paid by Check #46122 05/12/2023 03/08/2024 03/08/2024 03/08/2024 4,650.00 00337793 willdan Code enforcement Paid by Check #46122 06/22/2023 03/08/2024 03/08/2024 03/08/2024 2,850.00 00337885 willdan Code enforcement Paid by Check #46122 07/19/2023 03/08/2024 03/08/2024 03/08/2024 4,500.00 00337924 willdan Code enforcement Paid by Check #46122 08/01/2023 03/08/2024 03/08/2024 03/08/2024 3,675.00 00338044 willdan Code enforcement Paid by Check #46122 09/12/2023 03/08/2024 03/08/2024 03/08/2024 1,800.00 Vendor 962 - Willdan Financial Services Totals Invoices 6 $20,775.00 Vendor 1382 - XiO, Inc.

Run by Rosemary Silva on 03/08/2024 08:34:46 AM Page 10 of 12 Accounts Payable Invoice Report
Payment Date Range 03/02/24 - 03/08/24
Report By Vendor - Invoice
Summary Listing
Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount 2022-12974 XiO monthly monitoring Paid by Check #46123 03/01/2024 03/08/2024 03/08/2024 03/08/2024 476.00 Vendor 1382 - XiO, Inc. Totals Invoices 1 $476.00
Vendor Isabel Anguiano
TNR2024-1 Feral Cat Trap & Release Program
Voucher - Reimbursement
Paid by Check #46124 03/01/2024 03/08/2024 03/08/2024 03/08/2024 100.00 Vendor Isabel Anguiano Totals Invoices 1 $100.00
Vendor Julianna Barrera
Rfnd-TTots 24-3 FY23/24-Refund-Tiny Tots RegCanceled due to low registrationsPaid by Check #46125 03/04/2024 03/08/2024 03/08/2024 03/01/2024 03/08/2024 50.00 Vendor Julianna Barrera Totals Invoices 1 $50.00
Vendor Leenah Bueno
Rfnd-TTots 24-7 FY23/24-Refund-Tiny Tots RegCanceled due to low registrationsPaid by Check #46126 03/04/2024 03/08/2024 03/08/2024 03/01/2024 03/08/2024 50.00 Vendor Leenah Bueno Totals Invoices 1 $50.00
Vendor Vanessa Dominguez
Rfnd-Park-030324 FY23/24-Refund- Park RentalRoos. Park-3/3/24Paid by Check #46127 03/04/2024 03/08/2024 03/08/2024 02/29/2024 03/08/2024 42.00 Vendor Vanessa Dominguez Totals Invoices 1 $42.00
Vendor Robert Garcia
Rfnd-TTots 24-1 FY23/24-Refund-Tiny Tots RegCanceled due to low registrationsPaid by Check #46128 03/04/2024 03/08/2024 03/08/2024 03/01/2024 03/08/2024 50.00 Vendor Robert Garcia Totals Invoices 1 $50.00
Vendor Tassia Gonzalez
Rfnd-TTots 24-8 FY23/24-Refund-Tiny Tots RegCanceled due to low registrationsPaid by Check #46129 03/04/2024 03/08/2024 03/08/2024 03/01/2024 03/08/2024 50.00 Vendor Tassia Gonzalez Totals Invoices 1 $50.00
Vendor Edwin Miranda
Rfnd-TTots 24-5 FY23/24-Refund-Tiny Tots RegCanceled due to low registrationsPaid by Check #46130 03/04/2024 03/08/2024 03/08/2024 03/01/2024 03/08/2024 50.00 Vendor Edwin Miranda Totals Invoices 1 $50.00
Vendor Evangelina Navarro
Rfnd-TTots 24-4 FY23/24-Refund-Tiny Tots RegCanceled due to low registrationsPaid by Check #46131 03/04/2024 03/08/2024 03/08/2024 03/01/2024 03/08/2024 50.00 Vendor Evangelina Navarro Totals Invoices 1 $50.00
Vendor Sasha Pond
Rfnd-SB Reg-2024 FY23/24-Refund-2024 Softball
Reg/parent shirt - Mila Arriaga
Paid by Check #46132 03/04/2024 03/08/2024 03/08/2024 03/01/2024 03/08/2024 57.00 Vendor Sasha Pond Totals Invoices 1 $57.00
Vendor Elisa Pruneda
Rfnd-TTots 24-6 FY23/24-Refund-Tiny Tots RegCanceled due to low registrationsPaid by Check #46133 03/04/2024 03/08/2024 03/08/2024 03/01/2024 03/08/2024 50.00 Vendor Elisa Pruneda Totals Invoices 1 $50.00
Vendor Guadalupe Villasenor
Run by Rosemary Silva on 03/08/2024 08:34:46 AM Page 11 of 12 Accounts Payable Invoice Report
Payment Date Range 03/02/24 - 03/08/24
Report By Vendor - Invoice
Summary Listing
Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount Rfnd-TTots 24-2 FY23/24-Refund-Tiny Tots RegCanceled due to low registrationsPaid by Check #46134 03/04/2024 03/08/2024 03/08/2024 03/01/2024 03/08/2024 50.00 Vendor Guadalupe Villasenor Totals Invoices 1 $50.00
Grand Totals Invoices 246 $940,896.66
Run by Rosemary Silva on 03/08/2024 08:34:46 AM Page 12 of 12 Accounts Payable Invoice Report
Payment Date Range 03/02/24 - 03/08/24
Report By Vendor - Invoice
Summary Listing
City Council Staff Report
Department: FINANCE SERVICES March 12, 2024
To: Mayor and City Council
From: Karina Solis, Administrative Services Director
Subject:

Mid-Year Budget Report and Budget Amendments for Fiscal Year 2023/2024 (KS)

RECOMMENDATION
Council to take the following action by one motion:

1. Accept the Fiscal Year 2023/24 Mid-Year Financial Report; and,

2. Adopt Resolution No. 2024-14 approving budget amendments for Fiscal Year 2023/24.

EXECUTIVE SUMMARY
The Fiscal Year 2023/24 Second Quarter Financials are presented to the City Council in accordance with the City Charter. The Mid-Year Report reflects the city's financial position at the mid-point in the budget year that began on July 1, 2023 and ends on June 30, 2024. The second quarter financials reflect revenues and expenditures for the period of October 1, 2023 through December 31, 2023. The mid-year financial review provides the city with an opportunity to make any necessary adjustments to ensure that the budget is balanced at the end of the fiscal year. As such, staff is recommending budget amendments to reflect changes through the first half of the budget year.

OUTSTANDING ISSUES
None.

DISCUSSION
For the Mid-Year Budget, the report is summarized by fund type. They are as follows:

General Fund Revenues
The General Fund covers core services such as Police, Fire, Planning and Development, and Parks and Community Services. Sales and property taxes are the two largest sources of revenue in the General Fund. Revenues in the General Fund are at 28% and expenditures are at 46% at mid-year as summarized on Attachment ‘A’
Property Tax
Through the second quarter the City has received 51% of property tax revenues. The major portion of property tax revenue is received in December and the second largest receipt comes in April.

Motor Vehicle in Lieu
The city has received 52% of Motor Vehicle in Lieu Fees (VLF) through December 31, 2023. VLF revenues are property tax shares allocated to cities and counties that began in fiscal year 2004/2005 as compensation for Vehicle License Fee previously allocated to cities and counties by the state. The month of December reflects the first payment made this year.

Sales Tax
Sales tax represents the largest funding source in the general fund. Through the second quarter, 19% of the budgeted Sales Tax revenues have been received.

However, it is important to note that this figure is skewed due to the revenues for sales tax that the California Department of Tax and Fee Administration (CDTFA) is claiming should not be allocated to the City. The sales tax revenue in question has been moved into a liability account and will remain in the liability account until the final determination from the CDTFA. To adjust for the money being set aside in the liability account, staff is proposing a budget amendment to reflect the year-end expected amount of $7.1 million.

Utility User's Tax
Through the second quarter, 50% of Utility User's tax revenues were received.

Amounts usually vary in this tax because usage varies from one season (hot summer) to the next (mild fall) and the next (cold winter).

Transient Occupancy Tax
Through December 31, 2023, the city has received 37% of Transient Occupancy Tax (TOT), or hotel tax. These taxes are received on a quarterly basis. The 37% reflects $107,360 received in October. The next installment is received in January will reflect a true six months’ worth of revenue.

Business Licenses
The city received 117% of Business License revenues through December 31, 2023.

Business Licenses are collected at the beginning of each fiscal year. This revenue category will routinely appear high during the first three quarters of every year, but since the amount has surpassed the adopted budget, a budget amendment is proposed to adjust for the additional amount received.

Franchise Tax
The collection of fees from utilities (i.e., PG&E, Comcast Cable, etc.) are made for using city rights-of- way. The City has received 6% of franchise tax revenues, or $21,601 from the Comcast Cable in the month of December. Pacific Gas & Electric pays their franchise tax to the city in April of each year.

Permits/Fines and Service Fees
Permits, Fines and Services Fees through December 31, 2023 were at 82%. Permits and Recreational Activities make up a large portion of these estimated revenues and they are exceeding the benchmark for the first six months of the year largely due to Right of Way Encroachment Permits, Building Permits and Major Event Police fees.

Staff is proposing a budget amendment to adjust for the additional revenue received.

Overhead/Internal Service
Revenues from Internal Service charges through December 31, 2023 were at 50%.

These charges are allocated to the appropriate funds on a monthly basis.

Other Revenue
Revenue from other sources at are currently at 105%. The revenues considered “other” are from grants, franchise tax, investments, reimbursements, and miscellaneous receipts. The proportionally large percentage of revenue received is due to increased interest received from investments. Adjustments to account for the increased interest are being proposed as a budget amendment.

General Fund Expenditures
The City has expended roughly 46% of its appropriations as of December 31, 2023 as indicated on Attachment ‘A’.

After the proposed budget amendments, all departments will be on target for budget to actual for mid-year in the General fund.

Revenues and Expenses - All Funds
As summarized in Attachment 'B' the summary of all funds revenues reflect the revenues and expenditures for the mid-year ending December 31, 2023 by fund type.

Enterprise Funds
Utility Funds
Through December, expenses exceeded revenues in the Enterprise Funds. While revenues were at 46% and 36% through December for water and sewer respectively, expenses were slightly higher at 52% and 66% in these funds. Through the mid-year, disposal revenues are at 43% and the expenditures are on target at 51%. At the end of this quarter the utility funds revenues only reflect two months’ worth of revenues; however at the end of the year the two months will be accrued.

Transit
Expenses are at 40% at mid-year and revenues are at 0%. Revenue for this fund was previously received from Fresno County, the State of California, and the federal government, but now that the Tulare County Regional Transit Authority (TCRTA) joint powers authority is managing the City’s transit, revenues received (reimbursements) are solely from the TCRTA.

Ambulance
The City continues to secure additional funding through the Intergovernmental Transfer (IGT)program through the California Health Care Services Department. At mid-year, revenues are at 50% of budget, while expenses are at 36%.

Golf Course
The Golf course fund revenues are at 46% for mid-year, while expenditures are at 51%. Currently the Golf Course is undergoing a remodel of the restaurant. The majority of the expenses for the remodel will be reflected in the third and fourth quarter financial reports. Due to the size of the project, it is anticipated that there will be budget amendments necessary at year-end.

Internal Service Funds
Insurance
For the mid-year revenues are on track at 52%, while expenditures are at 71% due to a portion of payments that are made at the beginning of the fiscal year. Both revenues and expenses are anticipated to be on target at year-end.

Health Insurance
For Health Insurance, revenues are on target at 52%, however expenses are exceeding the benchmark, at 72% due to increases in claims. A budget amendment is proposed for the increases in claims, as they are anticipated to continue throughout the rest of the fiscal year.

Special Revenues
Gas Tax and Transportation
The gas tax fund is at a 26% in revenue and expenses are at 43%. Gas tax revenue is historically received two months in arrears. Through December 31, 2023, the Transportation fund is 12% in revenues and expenses are at 58%. Intergovernmental transfers from the state for both Gas Tax and Transportation are typically received towards the end of the fiscal year.

Public Safety Sales Tax
The Public Safety Sales Tax revenues are at 36% as of second quarter and expenses are at 43%. Revenues are expected to be on target at year end; however since two months are accrued back at the end of the year, revenues appear to be low at mid-year.

C.O.P.S. AND P.O.S.T. Training
The revenue for these funds is currently at 123% due to an increase in the allocation for the COPS grant, while the expenses are at 65%. A budget amendment is proposed to adjust for the additional revenue.

Successor Agency
The payments for the RDA Debt Service were made in the first and second quarters, putting expenses at 74% and revenues at 69%.

Capital Funds
Construction Funds
The construction funds consist of four main funds that are designated for Capital Projects and two litigation settlement funds. The Capital funds include Capital Facilities, Water, Sewer and Transportation. Through mid-year, expenses were at 30% while revenues are at 0%. For these funds, the expense must be made in order to receive reimbursement, therefore, the revenues will be received in future months.

Debt Service Funds
The long-term debt service funds of General, Water, Sewer and the Financing Authority are all showing Revenues are at 72% and expenses at 64% through December 31, 2023. The revenues and expenses are slightly higher due to the significant debt service payments being made in the first and second quarters. These payments are made semi-annually and thus skew the mid- year picture.

Budget Amendments
Several mid-year budget amendments are being proposed to align the expenditures and revenues to the budget. They detailed on attachment ‘C’ and are summarized as follows:

General Fund
For the General Fund revenue, increases totaling $1,602,877 are needed in several areas to adjust for additional revenue. These areas are as follows: Motor Vehicle in Lieu of VLF receipts, Business Licenses, Police major events, Right of Way Encroachment permits, interest earnings, a GASB 31 adjustment and a donation from the Alta Healthcare District that will used to purchase and install Solar lights along the nature based trail at KC Vista Park.

An adjustment decreasing sales tax revenue by $4,500,000 for the sales tax revenue into a liability account pending the CDTFA final determination. This adjustment will reflect a total sales tax amount of $7,135,000 for the fiscal year.

For the General Fund expenses, increases to expenses by department are outlined as follows:

In General Services, the requested budget amendments are for the maintenance of the El Monte basin, the replacement of a stolen vehicle that will have an offset from an insurance reimbursement, transfers out to the Transportation Capital Projects fund for several projects including the HSIP Roadway Segment project, the Nebraska/Crawford Improvements Project, and the Alta/Kamm Roundabout.

In the Parks department, adjustments needed are for a purchase of an HVAC at the Community Center to replace a unit that is no longer functional, the relocation for surveillance camera, and the purchase of a light tower. Additional budget requests are for the replacement of an HVAC unit at the College Park Recreation (CPR) Center that gave out and for the purchase of replacement mulch at all city playgrounds, and the installation of solar lights along the nature based trail at KC Vista Park.

In the Police department, increases for the replacement of an HVAC unit that is no longer functioning and the purchase of handheld radios.

In the Fire department, budget requests for increases in operating supplies and for repairs of a truck and repairs to an HVAC.

In Community Development, increases in contractual services for general building services.

Internal Service Funds
In the Health Insurance fund, an increase to revenues to adjust for more interest earnings than anticipated. On the expense side, an increase to adjust for increases in claims.

Capital Funds
In the Transportation Capital Projects, budget amendments for increases for transfers in for the following projects: HSIP Roadway Segment Project to increase median size, Street Reconstruction road repairs project for the Alta/Kamm Roundabout Right of Way, the Roadway HSIP project match, the Roadway Segment HSIP and Street Rehabilitation projects.

Enterprise Funds
In the Water Fund, increases to revenues for the water service connections and for more interest earnings than anticipated. An additional adjustment is requested in Intergovernmental State Grants for grant funding to be received for the El Monte Village Mobile Home park. In Expenses, an increase for the purchase of water meters and fire piping.

In the Sewer fund, increases to revenues for a Transfer in from the American Rescue plan act for the purchase of a tractor that will be offset by the increase in the capital outlay trucks and other heavy vehicles line. A budget amendment for the annual sewer lift station rehab that council approved contingent upon the sewer rate increases.

In the Disposal fund, an increase to revenues to adjust for additional interest earnings.

In expenses, an increase for the street sweeping contract and additional increases for the purchase of kitchen totes and refrigerator magnets.

In the Ambulance fund, an increase to revenues due to receiving more interest earnings than anticipated. On the expense side, an increase for service fees.

Special Revenue
In the American Rescue Plan Act (ARPA) fund, an increase to revenues to adjust for the anticipated additional interest earnings. On the expense side, increases to transfers out to the sewer and construction capital funds.

In the Vocational Center fund, a budget amendment to adjust for the interest anticipated to be received in this fund.

In Special Community Events, an increase to revenues for donations received for special events.

In Gas Tax, a budget amendment as a transfer into Capital Projects for the Roadway HSIP Project match.

In the Transportation fund, an increase to revenues for receiving more interest earnings than anticipated and an increase to transfers out for the Roadway Segment HSIP and Street Rehabilitation projects.

In the Road Repair & Accountability Act (SB1) fund, an increase to revenues for more interest earnings than anticipated. On the expenses, budget adjustments for the Active Transportation grant match and the Kamm/Alta Roundabout.

In the Impact fees funds, an increase to revenues for additional interest earnings.

In the Public Safety Sales Tax fund, an increase to revenues for additional interest earnings. An increase in Lubricant and fuels resulting from the shift of personnel from the general fund into the Public Safety Sales tax fund, and an increase in machinery and equipment for the purchase of eight mobile data terminals (MDT's) for the new patrol units.

In the State (COPS) Program fund, an increase to revenues in the State Grant for reimbursements.

In the Byrnes Justice Assistance fund, an increase to revenues for the JAG Grant that will be offset by the purchase of the records office furnishings.

In the State Fire Suppression Reimbursement fund, an increase in revenue for the state aid reimbursements. An increase in expenses for the amount paid back to Alta Healthcare for the unused grant balance to purchase the Oxygen Machine last fiscal year.

In the Housing funds, an increase to revenues in the HOME Fund, the CALHOME fund, the CDBG fund for loan payoffs and increase in interest earnings. In the 2022 CDBG Grant, an increase to expenses of for the senior lunches.

In the Assessment District fund, an increase for the ponding basin weed abatement.

FISCAL IMPACT
After the budget amendments, revenues and expenditures for all fund types are expected to be on target. Staff will continue to monitor all funds and make any necessary budget adjustments in future financial reports.

PUBLIC HEARING
None.

ATTACHMENTS:

Description
A. General Fund Revenues and Expenses
B. Summary of All Funds
C. Resolution 2024-14 Approving the Budget Amendments for the 2023/24 Fiscal Year
Attachment 'A'

GENERAL FUND
For the Period Ending 12/31/2023

REVENUES PERCENTAGE

BUDGET AS OF REVENUES
REVENUES 2023-2024 12/31/2023 12/31/2023
Property Tax 1,939,400 997,429 51%
Motor Vehicle In Lieu of VLF 2,525,000 1,313,056 52%
Sales Tax 11,635,000 2,249,762 19%
Utility Users Tax 1,950,000 967,960 50%
Transient Occupancy Tax 290,000 107,360 37%
Business Lic Tax 280,000 327,922 117%
Franchise Tax 333,000 21,601 6%
Permits/Fines/Service Fees 1,418,567 1,159,778 82%
Overhead 1,215,536 607,769 50%
Other 541,927 567,422 105%
Total Revenues $22,128,430 $8,320,059 38%

EXPENDITURES PERCENTAGE

BUDGET AS OF EXPENDITURES
EXPENDITURES 2023-2024 12/31/2023 12/31/2023
City Council 124,755 56,043 45%
City Attorney 200,000 66,736 33%
City Manager 299,223 150,743 50%
Human Resources 271,655 131,214 48%
Finance 814,045 400,677 49%
General Services 1,943,178 769,979 40%
Community Services 2,843,895 1,413,742 50%
Police Services 6,904,077 3,656,624 53%
Fire Services 2,308,088 1,347,246 58%
Community Development 1,710,434 700,650 41%
One-Time Expenses 2,392,049 391,377 16%
Total Expenditures $19,811,399 $9,085,029 46%
Attachment 'B'

REVENUES APPROPRIATIONS
FY 2023/24 REVENUES AS PERCENT FY 2023/24 EXPENSES AS PERCENT BUDGET OF 12/31/23 REC'S YTD BUDGET OF 12/31/23 USED YTD

GENERAL FUND
General Fund - Operating Budget $21,881,290 $8,240,831 38% $17,419,350 $8,693,652 50% General Fund - one time items $247,140 $79,228 32% $2,392,049 $391,377 16% Sub-total $22,128,430 $8,320,059 38% $19,811,399 $9,085,029 46%

ENTERPRISE FUNDS
Vocational Center 0 47,682 0 382
Ridge Creek Golf Club 3,722,671 1,731,023 46% 3,705,455 1,906,659 51% Water 3,396,744 1,558,555 46% 3,503,006 1,815,880 52%
Sewer 3,902,748 1,396,654 36% 4,265,933 2,798,727 66%
Disposal 3,491,740 1,511,038 43% 3,316,704 1,699,597 51% Transit 290,067 0 0% 289,842 115,941 40%
CNG Station 139,730 38,949 28% 294,037 49,147 17%
Ambulance 5,226,700 2,632,644 50% 5,222,761 1,881,692 36% Sub-total $20,170,400 $8,916,545 44% $20,597,738 $10,268,025 50%

SPECIAL REVENUE FUNDS
Special Community Events 16,900 21,324 126% 33,932 11,666 34% Gas Tax 987,230 255,679 26% 926,085 400,999 43%
Transportation 1,368,970 157,628 12% 1,255,135 725,874 58% Road Repair & Acctabililty Act (SB1) 706,478 277,411 39% 630,293 0 0% Impact Fees 2,871,930 184,412 6% 3,063,869 152,589 5%
Public Safety Sales Tax 3,200,000 1,137,997 36% 3,397,728 1,465,107 43% COPS/Post Training Fund 110,000 134,871 123% 179,028 116,930 65% State Fire Suppression Reimb 0 22,621 0% 740,479 27,307 4% Fire/EMS Training 18,000 0 0% 0 0 0%
HOME/CDBG 1,194,960 407,427 34% 1,532,020 352,623 23%
Successor Agency 3,500,000 2,404,134 69% 3,453,430 2,546,499 74% Downtown Improvement District 0 11,099 0% 0 6,124 0%
Assessment Districts 510,662 240,723 47% 487,752 250,041 51% Community Facilities Districts 89,665 55,636 62% 69,166 45,439 66% Sub-total $14,574,795 $5,310,962 36% $15,768,917 $6,101,196 39%

INTERNAL SERVICE FUNDS
Insurance Risk 2,480,072 1,278,647 52% 2,508,559 1,783,031 71% Health 3,085,824 1,607,502 52% 3,065,000 2,195,057 72%
Technology Replacement 73,919 0 0% 69,820 17,846 26%
Fleet Maintenance 437,384 219,313 50% 437,666 221,686 51% Property & Facility Maintenance 405,521 206,699 51% 363,531 167,889 46% Sub-total $6,482,720 $3,312,161 51% $6,444,576 $4,385,510 68%

CAPITAL FUNDS
Transportation Construction 8,539,548 1,559 0% 7,237,826 3,035,876 42% Water Capital Projects 2,748,701 0 0% 2,748,701 46,749 2% Sewer Capital Projects 297,266 0 0% 87,613 114,836 131% MTBE 67,000 0 0% 67,000 0 0%
DBCP 0 100 0% 0 0 0%
Facilties Capital Projects 3,297,412 0 0% 3,113,934 842,715 27% Sub-total $14,949,927 $1,659 0% $13,255,074 $4,040,177 30%

DEBT SERVICE FUNDS
General Debt 127,717 62,859 49% 127,717 62,073 49%
Water Debt 506,116 290,534 57% 508,016 54,485 11%
Sewer Debt 829,244 717,299 87% 833,544 702,686 84%
Financing Authority Debt 1,793,025 1,283,374 72% 1,793,026 1,265,825 71% Sub-total $3,256,102 $2,354,065 72% $3,262,303 $2,085,069 64%

QUARTERLY REPORT FUND ANALYSIS - ALL FUNDS
For the Period Ending 12/31/2023

Attachment ‘C’
RESOLUTION 2024-14

A RESOLUTION OF THE COUNCIL OF THE CITY OF DINUBA

APPROVING AND ADOPTING THE BUDGET AMENDMENT FOR VARIOUS FUNDS FOR FISCAL YEAR 2023/2024
WHEREAS, the FY 2023/2024 Annual Budget reflects the City of Dinuba’s ongoing commitment to providing core services to the community consistent with the strategic goals established by the City Council; and
WHEREAS, the FY 2023/24 Annual Budget; was approved by the City Council on June 27, 2023 by Resolution 2023-35 and any subsequent amendments must be approved by Resolution; and
WHEREAS, a budget amendment is necessary to align the expected revenues and expected expenses,
WHEREAS, the budget amendment as Exhibit ‘1’ to Attachment C specifies detail of various funds.

NOW, THEREFORE, BE IT RESOLVED, the Dinuba City Council hereby resolves that the FY 2023/2024 budget be amended to provide the necessary funding to various funds.

PASSED, APPROVED AND ADOPTED this 12th day of March 2024, at a regular meeting of the Dinuba City Council by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT:

BY: ATTEST:
_______________________ __________________________
Mayor of the City of Dinuba City Clerk

Exhibit '1'

REQUEST FOR BUDGET AMENDMENT
Requested by: Karina Solis
Account Budget Amounts
Numbers Increase Decrease

REVENUES
101-401.1000 OTHER TAXES Moter Vehicle In-Lieu of VLF 126,112 101-403.1010 SALES TAX Sales and Use Tax 4,500,000
101-406.1000 BUS LIC TAX Business License 60,000
101-409.3200 SRVC & FEE Major Event POLICE 15,000
101-409.5220 SRVC & FEE Row Encroachment Permit 425,000 101-410.1000 PERMITS Building 55,000
101-412.1000 USE OF MONEY & PROP Investment Earnings 800,000 101-412.1050 USE OF MONEY & PROP Unrealized Gain/Loss 70,725 101-425.1000 DONATION Donation 51,040
105-412.1000 USE OF MONEY & PROP Investment Earnings 100,000 112-412.1000 USE OF MONEY & PROP Investment Earnings 100,000 114-412.1000 USE OF MONEY & PROP Investment Earnings 75,000 191-425.1050 DONATION Special Events 11,000
203-412.1000 USE OF MONEY & PROP Investment Earnings 40,000 207-412.1000 USE OF MONEY & PROP Investment Earnings 35,000 230-409.5090 SRVC & FEE Water Service Connection 16,000 230-412.1000 USE OF MONEY & PROP Investment Earnings 95,000 230-413.1060 INTERGOVT State Grants 131,176
231-800.105 TRANSFER IN American Rescue Plan Act 45,219 232-412.1000 USE OF MONEY & PROP Investment Earnings 52,000 250-412.1000 USE OF MONEY & PROP Investment Earnings 25,000 251-412.1000 USE OF MONEY & PROP Investment Earnings 20,000 256-409.4100 SRVC & FEE Impact Fees - Multiple Famitly 11,134 256-412.1000 USE OF MONEY & PROP Investment Earnings 40,000 260-800.101 TRANSFER IN General Fund 1,103,826
260-800.202 TRANSFER IN Gas Tax 200,000
260-800.203 TRANSFER IN Transportation 216,457
301-412.1000 USE OF MONEY & PROP Investment Earnings 95,000 302-413.1170 INTERGOVT L E Tech State Grant 55,000
303-413.1180 INTERGOVT JAG Grant 13,490
320-412.1000 USE OF MONEY & PROP Investment Earnings 425,000 322-414.1190 MISC State Mutual Aid Reimbursement 22,595 401-426.2005 PRINCIPAL 02-HOME-0579 30,100
401-426.2010 PRINCIPAL 09-HOME-6200 7,000
402-426.4002 PRINCIPAL 06-CALHOME-228 7,300
402-426.4003 PRINCIPAL 08-CALHOME-4899 51,000
403-412.1000 USE OF MONEY & PROP Investment Earnings 14,000 403-426.3004 PRINCIPAL 87-STBG-226 24,300
403-426.3006 PRINCIPAL 92-STBG-644 27,310
Fund Name Description

APPROPRIATIONS
101.20.201-670.1010 MAINTENANCE Repair & Maintenance 15,000 101.20.201-730.1070 CAPITAL OUTLAY Vehicles 55,903
101.20.201-900.260 TRSF OUT Transportation Capital Projects 1,103,826 101.40.401-730.1070 CAPITAL OUTLAY Machinery and Equipment 31,733 101.40.401-730.1070 CAPITAL OUTLAY Improvements 35,000
101.40.402-610.1060 SUPPLIES Safety Equipment & Supplies 22,785 101.40.402-730.1090 CAPITAL OUTLAY Improvements 51,040
101.50.001-730.1070 CAPITAL OUTLAY Machinery and Equipment 10,975 101.50.502-610.1020 SUPPLIES Operating Supplies 14,139
101.60.001-610.1020 SUPPLIES Operating Supplies 5,000
101.60.001-670.1030 MAINTENANCE Repair & Maintenance 20,437 101.80.802-640.1020 SERVICES Contractual 140,000
101.80.803-640.1020 SERVICES Contractual 10,000
101.80.805-640.1020 SERVICES Contractual 70,000
105.30.001-900.231 TRANSFER OUT Sewer 45,219
112.20.000-660.1110 INSURANCE Medical Ins Claim 500,000 202.70.709-900.260 TRANSFER OUT transportation Capital Projects 200,000 203.70.709-900.260 TRANSFER OUT transportation Capital Projects 216,457 207.70.709-680.1286 CAPITAL PROJECTS ATP Bldg Dinuba's Active Transp 85,000 207.70.709-680.1263 CAPITAL PROJECTS Alta/Kamm Roundabout 731,239 230.70.703-610.1020 SUPPLIES Operating Supplies 100,000 231.70.704-730.1050 CAPITAL OUTLAY Trucks and Other Heavy Vehicles 45,219 231.70.705-640.1020 SERVICES Contractual 100,000
232.70.716-690.1330 SPC DEPT EXP Containers 40,000
232.70.717-640.1030 SERVICES Contractual 192,250
301.50.502-610.1030 SUPPLIES Lubricant & Fuels 30,000
301.50.502-730.1070 CAPITAL OUTLAY Machinery and Equipment 16,123 303.50.000-610.1060 SUPPLIES Safety Equipment & Supplies 13,247 320.60.304-640.1020 CONTRACTUAL Contractual 40,000
322.60.601-730.1070 CAPITAL OUTLAY Machinery and Equipment 12,902 426.40.408-690.1170 SPC DEPT EXP Senior Citizens Meals 60,000 503.20.264-640.1020 SERVICES Contractual 4,723
503.20.266-640.1020 SERVICES Contractual 3,938
503.20.270-640.1020 SERVICES Contractual 5,341
Reason(s) for Budget Amendment:

To align the expenses and revenues for mid-year FY 2023/2024 budget, staff is requesting budget amendments to the following funds:
*In General Fund - Increases in revenues totaling $1,602,877 are needed due to receiving more revenue than what was anticipated. This amount consist of $126,112 for Motor Vehicle in Lieu of VLF that are coming in higher than budgeted, $60,000 for Business Licenses, $15,000 for the Police major events, $425,000 for row encroachment permits, $55,000 for the outsourcing of review of permits, $800,000 for interest earnings, $70,725 for the GASB 31 adjustment and $51,040 from the Alta Healthcare District that will be offset with the purchase and installation of Solar lights along the nature based trail at KC Vista Park. However, there will be a decrease of $4,500,000 for the sales tax revenue that is being moved into a liability account pending the CDTFA final determination.

In General Fund expenses - Increases to expenses totaling $1,585,838 are needed consisting of the following:
$15,000 in repair and maintenance of El Monte basin, $55,903 for a replacement of a stolen vehicle that will be offset by a reimbursement from insurance, $1,103,835 to be transferred out to the Transportation Capital Projects, of which $104,000 is for the HSIP Roadway Segment Project increase in median size, $339,000 Street Reconstruction road repairs project, $320,000 for the Alta/Kamm Roundabout Right of Way and encroahment

permits in the amount of $340,593 for said projects. In the Parks division a total increase of $140,558 is needed, consisting $31,733 for a purchase of an HVAC at the community center, access point relocation for surveillance camera, and purchase of a light tower, $35,000 for a heating unit, $22,785 for the purchase of mulch replacement at all city playgrounds, and $51,040 for the installation of solar lights along the nature based trail at KC Vista Park. In the Police division an increase of $10,975 is needed for an AC unit and $14,139 for handheld radios. In the Fire division the addition of $5,000 in operating supplies is required, an increase of $20,437 is needed for the repairs of a truck and an HVAC. In the Community Development division an increase of $220,000 is needed among several divisions for contractual services for the updates to the public works building and for 4Creeks general building services.
*In the American Rescue Plan Act (ARPA) fund- An increase to revenues in the amount of $100,000 is needed to adjust for the anticipated additional interest earnings. An increase to transfers out of $45,219 is needed for the purchase of a Tractor for the waste water treatment plant. *In the Health Insurance fund- An increase to revenues in the amount of $100,000 is needed due to receiving more interest earnings than anticipated. An increase of $500,000 is needed as there has been an increase in claims.
*In the Vocational Center fund - a budget amendment of $75,000 is needed to adjust for the interest anticipated to be received in this fund.
*In the Special Community Events- An increase to revenues in the amount of $11,000 is needed for donationsfor special events.
*In Gas Tax, a budget amendment of $200,000 is needed as a transfer into Capital Projects for the Roadway HSIP project match.
*In the Transportation fund- An increase to revenues in the amount of $40,000 is needed due to receiving more interest earnings than anticipated and an increase to transfers out in the amount of $216,457 is needed for the Roadway Segment HSIP and Street Rehabilitation projects. *In the Road Repair & Accountability Act (SB1) fund-An increase to revenues in the amount of $35,000 is needed due to receiving more interest earnings than anticipated. On the expenses, $85,000 is needed for the Active Transportation grant match and an adjustment of $731,239 is needed for the Kamm/Alta Roundabout project.
*In the Water Fund -An increase to revenues in the amount of $16,000 is needed for the water service connections and $95,000 due to receiving more interest earnings than anticipated and an adjustment is needed in Intergovernmental State Grants in the amount of $131,176 for the El Monte Village Mobile Home park. In Expenses, An increase of $100,000 is needed in the operating supplies for the purchase of water meters and fire piping.
*In the Sewer fund- An increase to revenues of $45,219 in the Transfer in from the American Rescue plan act is needed for the purchase of a tractor which will be offset by the increase in the capital outlay trucks and other heavy vehicles line. An increase of $100,000 is also needed for items that were contingent upon the rate increases.
*In the Disposal Fund- An increase to revenues in the amount of $52,000 is needed due to receiving more interest earnings than anticipated. An increase to special department expense line is needed in the amount of

$40,000 for the purchase of the Pena's disposal kitchen totes and refrigerator magnets, and $192,250 increase is needed for the street sweeping contract.
*In the Impact fees funds- An increase to revenues totaling $96,134 is needed due to receiving more interest earnings than anticipated.
*In the Transportation Capital Projects- Increases in transfers are needed in the amount of $104,000 for the HSIP Roadway Segment Project increase in median size, $339,000 Street Reconstruction road repairs project, $320,000 for the Alta/Kamm Roundabout Right of Way and encroahment permits in the amount of $340,593 for said projects coming from the General Fund, $200,000 for the Roadway HSIP project match from the Gas Tax Fund, and $216,457 for the Roadway Segment HSIP and Street Rehabilitation projects from the Transportation Fund.
*In the Public Safety Sales Tax Fund - An increase to revenues in the amount of $95,000 is needed due to receiving more interest earnings than anticipated. An increase in Lubricant and fuels is needed in the amount of $30,000 for the shift of personnel from the general fund, an increase of $16,123 in machinery and equipment for the purchase of (8) eight mobile data terminals (MDT's) for the new patrol units. *In the State (COPS) Program fund- an increase to revenues in the amount of $55,000 in the State Grant for reimbursements.
*In the Byrnes Justice Assistance fund-An increase to revenues in the amount of $13,490 for the JAG Grant that will be offset by the increase of $13,247 in the safety equipment and supplies for the records office furnishings. *In the Ambulance fund- An increase to revenues in the amount of $425,000 is needed due to receiving more interest earnings than anticipated. An increase to expenses of $40,000 is needed in the contractual line for the increase in credit card charges.
*In the State Fire Suppression Reimbursement fund- An increase in revenues in the amount of $22,595 is needed for the state aid reimbursements. An increase in expenses of $12,902 in the machinery and equipment line is needed as it was the amount paid back to Alta Healthcare for the unused amount of the grant balance to purchase the Oxygen Machine in last fiscal year.
*In the Housing funds- an increase to revenues is needed in the HOME Fund in the amount of $37,100, $58,300 in the CALHOME fund, and $65,610 in the CDBG fund due to loan payoffs and increase in interest earnings. In the 2022 CDBG Grant - an increase to expenses of $60,000 is needed for the senior lunches. *In the Assessment District fund- A total of $14,002 is needed to be increased in the contractual line for ponding basin weed abatement expenses.

Approval Required Budget Amendment:

Administrative Services Director
Signature Date
City Manager
Signature Date
City Council: Approved Resolution #__________ Denied
Date
Journal Entry No. _______________ Date Posted ___________ By: ____________________________ City Council Staff Report
Department: ENGINEER/PLANNING March 12, 2024
To: Mayor and City Council
From: Jason Watts, City Engineer
Subject:

Authorization to Purchase Playground Equipment and other Amenities for Viscaya Park Improvements Project (JW)

RECOMMENDATION
Council to authorize the Parks & Community Services Director to purchase playground equipment and other amenities for the Viscaya Park Improvements Project.

EXECUTIVE SUMMARY
The City of Dinuba received two state grants totaling $5.2 million for the development of the 8-acre Viscaya Neighborhood Park. This is the first new park to be developed in over 30 years. In order to ensure that all playground equipment and other amenities are delivered in a timely manner, staff is requesting authorization to begin purchasing items now. The goal is to have all items ready for installation during construction of the park.

OUTSTANDING ISSUES
None.

DISCUSSION
The City received a $2,500,00 Urban Greening Grant and a $2,720,588 Land and Water Conservation Fund for the 8-acre Viscaya Neighborhood Park located just southeast of Nebraska Avenue and Viscaya Parkway. The original conceptual exhibit is attached for reference as Attachment 'A'.

Staff expects to release the project for bids on March 14. Construction on the park is expected to start in May and be completed within 7 to 8 months. Since the end of Covid, staff has consistently experienced long lead-times for equipment and materials. In order to ensure that playground equipment and other amenities for the park are received in a timely manner, staff is requesting authorization to begin purchasing such items now.

The subject items will be procured in compliance with the City's local procurement policy, delineated in Resolution No. 2023-03, and by the rules and regulations required by the two state agencies awarding the grant funds. The City of Dinuba purchasing policy is attached as Attachment 'B' for reference. A table is also provided below to outline the purchasing policy thresholds.

Purchasing
Threshold
Purchasing
Procedure
Explanation
$0 to
$34,999
No
competitive
Bidding
City can acquire a quote from any supplier
$35,000 to
$84,999
Informal
Bidding
Process
City is required to get three qualified supplier quotes $85,000
and up
Formal
Bidding
Process
City is required to publicly bid. Same process the City uses for all major capital Improvement Projects
Most of the materials identified in the list below fall within the first purchasing threshold or can be procured through a purchasing cooperative. Using these types of purchasing cooperatives allows the City to "piggyback" on competitively procured contracts and, therefore, expedite the purchase of such items. Purchases using a purchasing cooperative are authorized in the City's purchasing policy.

The only two materials listed below that did not follow a purchasing cooperative or fall under the non-competitive bidding requirement was the solar bollards and streetlights.

According to Resolution No. 2023-03, Section B subsection 5 procurement by noncompetitive proposals may be used only when at least one of four conditions is met. In this situation, the first listed condition is met due to ClearWorld having a patent (US 8, 714, 768, B2) on the solar wrapped streetlight technology and the solar bollards having a non-destructive protective barrier that is warranted by the company.

The City has evaluated several models, styles, and appearances on the materials selected and determined that the materials listed below are the best choice for the Viscaya Park Improvements Project. The quotes are provided as Attachment 'C'.

Material Description Quantity Supplier Cost
6 Foot Metal Benches 20
Kings River Casting, Inc. (Tax not
included in this table)
$30,340.00
Bike Racks 3 Game Time (Tax not included in this
table)
$654.00
Game Time (Tax not included in this
Pet Station 1 table) $496.00
Trash Receptacles 15
Kings River Casting, Inc. (Tax not
included in this table)
$23,310.00
Picnic Tables 17 Game Time (Tax not included in this
table)
$14,705.00
Picnic Tables - ADA 3 Game Time (Tax not included in this table)
$2,520.00
BBQ Grills 2 Game Time (Tax not included in this
table)
$570.00
58' Pavilion 1 Game Time $124,783.02
48' Pavilion 1 Game Time $102,117.46
Drinking Fountains 4 Ferguson Plumbing Supply $19,568.96 Game Tables 1 Stone Age Concrete Table Tennis $10,457.00 Big Kid Playground 1 Game Time $211,607.93
Small Kid Playground
(Tiny Tot)
1 Game Time $39,747.51
Fitness Equipment 1 Game Time $72,313.28
Restroom 1 CXT $230,266.00
Shade Structure 2 USA Shade & Fabric Structures $171,894.38 Solar Streetlights 10 GBL Infrastructure Solutions $221,340.00 Solar Bollards 35 SCL North $47,840.13
In conclusion, in order to avoid any potential supply chain delays during construction, staff is recommending City Council approve the purchase of the materials listed above so that the City will have the materials on hand during construction.

FISCAL IMPACT
The City will be using grant funding to purchase the materials.

PUBLIC HEARING
None
ATTACHMENTS:

Description
A. Conceptual Exhibit
B. Resolution Number 2023-03
C. Material Quotes

CXT® Precast Concrete Products manufactures restroom, shower and concession buildings in multiple designs, textures and colors. The roof and walls are fabricated with high strength precast concrete to meet all local building codes and textured to match local architectural details. All CXT buildings are designed to meet A.D.A. and to withstand heavy snow, high wind and category E seismic loads. All concrete construction also makes the buildings easy to maintain and withstand the rigors of vandalism. The buildings are prefabricated and delivered complete and ready-to- use, including plumbing and electrical where applicable. With thousands of satisfied customers nationwide, CXT is the leader in prefabricated concrete restrooms.

1. ORDERING ADDRESS(ES): CXT Precast Concrete Products, 606 N. Pines Road, Suite 202, Spokane Valley, WA 99206

2. ORDERING PROCEDURES: Fax 509-928-8270

3. PAYMENT ADDRESS(ES):

Remitting by check:

CXT, Inc., PO Box 676208, Dallas, TX 75267-6208
Remitting by ACH or wire transfer:

Beneficiary: CXT, Inc.

Beneficiary Bank: PNC Bank, Pittsburgh, PA
Account: 1077766885 ABA/Routing: 043000096
Email remittance details to [email protected]

4. WARRANTY PROVISIONS: CXT provides a one (1) year warranty. The warranty is valid only when concrete is used within the specified loadings.

Furthermore, said warranty includes only the related material necessary for the construction and fabrication of said concrete components. All other non-concrete components will carry a one (1) year warranty. CXT warrants that all goods sold pursuant hereto will, when delivered, conform to specifications set forth above. Goods shall be deemed accepted and meeting specifications unless notice identifying the nature of any nonconformity is provided to CXT in writing within the specified warranty.

CXT, at its option, will repair or replace the goods or issue credit for the customer provided CXT is first given the opportunity to inspect such goods.

It is specifically understood that CXT’s obligation hereunder is for credit, repair or replacement only, F.O.B. CXT’s manufacturing plants, and does not include shipping, handling, installation or other incidental or consequential costs unless otherwise agreed to in writing by CXT.

This warranty shall not apply to:

1. Any goods which have been repaired or altered without CXT’s express written consent, in such a way as in the reasonable judgment of CXT, to adversely affect the stability or reliability thereof;

2. To any goods which have been subject to misuse, negligence, acts of God or accidents; or

3. To any goods which have not been installed to manufacturer’s specifications and guidelines, improperly maintained, or used outside of the specifications for which such goods were designed.

5. TERMS AND CONDITIONS OF INSTALLATION (IF APPLICABLE): All prices subject to the “Conditions of Sale” listed on the CXT quotation form.

Customers are responsible for marking exact location building is to be set; providing clear and level site, free of overhead and/or underground obstructions; and providing site accessible to normal highway trucks and sufficient area for the crane to install and other equipment to perform the contract requirements. Site must allow for the crane to be within three feet of the building location and the truck to be within three feet of the crane.

Customer shall provide notice in writing of low bridges, roadway width or grade, unimproved roads or any other possible obstacles to access. CXT reserves the right to charge the customer for additional costs incurred for

ORDERING INFORMATION
special equipment required to perform delivery and installation. Customers will negotiate installation on a project-by-project basis, which shall be priced as separate line items. For more information regarding installation and truck turning radius guidelines please see our website at http://www. cxtinc.com.

In the event delivery of the building/s ordered is/are not completed within 30 days of the agreed to schedule through no fault of CXT, an invoice for the full contract value (excluding shipping and installation costs) will be submitted for payment. Delivery and installation charges will be invoiced at the time of delivery and installation.

Should the delivery and installation costs increase due to changes in the delivery period, this increase will be added to the price originally quoted, and will be subject to the contract payment terms.

In the event that the delivery is delayed more than 90 days after the agreed to schedule and through no fault of CXT, then in addition to the remedies above, a storage fee of 1-½% of contract price per month or any part of any month will be charged.
**Customer is responsible for all local permits and fees.

6. DELIVERY CHARGE: All prices F.O.B. origin prepaid and added to invoice.

CXT operates three (3) manufacturing plants in the United States and will deliver from the closest location on our carriers.

7. PAYMENT TERMS: All orders are cash in advance. At CXT’s discretion, credit may be given after approval of credit application. Payment to CXT by the purchaser of any approved credit amount is net 30 days after submission of invoice to purchaser. Interest at a rate equal to the lower of (i) the highest rate permitted by law; or (ii) 1.5% per month will be charged monthly on all unpaid invoices beginning with the 35th day (includes five (5) day grace period) from the date of the invoice. Under no circumstance can retention be taken. If CXT initiates legal proceeding to collect any unpaid amount, purchaser shall be liable for all of CXT’s costs, expenses and attorneys’ fees and costs of any appeal.

8. LIMITATION OF REMEDIES: In the event of any breach of any obligations hereunder; breach of any warranty regarding the goods, or any negligent act or omission of any party, the parties agree to submit all claims to binding arbitration. Any settlement reached shall include all reasonable costs including attorney fees. In no event shall CXT be subject to or liable for any incidental or consequential damages. Without limitation on the foregoing, in no event shall CXT be liable for damages in excess of the purchase price of the goods herein offered.

9. DELIVERY INFORMATION: All prices F.O.B. origin prepaid and added to invoice. CXT operates three (3) manufacturing plants in the United States and will deliver from the closest location on our carriers. Use the information below to determine the origin:
• F.O.B. 6701 E. Flamingo Avenue, Building 300, Nampa, ID 83687 applies to: AK, CA, HI, ID, MT, ND, NV, OR, SD, UT, WA, WY. • F.O.B. 901 North Highway 77, Hillsboro, TX 76645 applies to AR, AZ, CO, IA, KS, LA, MN, MO, MS, NE, NM, OK, TX.
• F.O.B. 362 Waverly Road, Williamstown, WV 26183 applies to AL, CT,

DE, FL, GA, IL, IN, KY, MA, MD, ME, MI, NC, NH, NJ, NY, OH, PA, PR, RI, SC, TN, VA, VT, WI, WV.
• Prices exclude all federal/state/local taxes. Tax will be charged where applicable if customer is unable to provide proof of exemption.

Rev. 07/24/2023
Contract # 081721-CXT
DAKOTA — 11’ x 26’
Dakota with chase has two multiuser fully accessible
flush restrooms. Standard features include simulated
barnwood textured walls, simulated cedar shake
textured roof, vitreous china fixtures, 4-gallon water
heater, interior and exterior lights, off loaded, and
set up at site.
800.696.5766
cxtinc.com
Price Per Unit
Base Price $ $
Added Cost Options Click to
Select
Final Connection to Utilities $
Optional Wall Texture- choose one Split Face Block ($5,500) Custom Texture ($7,000) Optional Roof Texture Ribbed Metal $
Stainless Steel Water Closet (each) Qty:
$
Stainless Steel Lavatory (each) Qty: $
Stainless Steel Urinal (each) Qty: $
Electric Hand Dryer (each) Qty: $
Electronic Flush Valve (each) Qty: $
Electronic Lavatory Faucet (each) Qty: $
Electronic Urinal Valve (each) Qty: $
Paper Towel Dispenser (each) Qty: $
Toilet Seat Cover Dispenser (each) Qty: $
Sanitary Napkin Disposal Receptacle (each) Qty: $
Baby Changing Table (each) Qty: $
Skylight in Restroom (each) Qty: $
Marine Grade Skylight in Restroom (each) Qty: $
Marine Package (excluding fiberglass doors and frames) $ Exterior Mounted ADA Drinking Fountain w/Cane Skirt (each) Qty: $ 2K Anti-Graffiti Coating $
Optional Door Closure (each) Qty: $
Fiberglass Entry and Chase Doors and Frames (each) Qty: $ Timed Electric Lock System (2 doors- does not include chase door) (each) Qty: $ Exterior Frostproof Hose Bib with Box (each) Qty: $
Total for Added Cost Options: $
Custom Options: $
Engineering and State Fees: $
Estimated One-Way Transportation Costs to Site (quote): $ Estimated Tax: $
Total Cost per Unit Placed at Job Site: $
Estimated monthly payment on 5 year lease
This price quote is good for 60 days from date below,
and is accurate and complete.

I accept this quote. Please process this order.

Company Name
CXT Sales Representative Date Company Representative Date Individual User Option
$

OPTIONS
Exterior Color(s) (For single color mark an X. For two-tone combinations use W = Walls and R = Roof.) Amber Rose Berry Mauve Buckskin Cappuccino Cream
Charcoal Grey Coca Milk Evergreen Georgia Brick
Golden Beige Granite Rock Hunter Green Java Brown
Liberty Tan Malibu Taupe Mocha Caramel Natural Honey
Nuss Brown Oatmeal Buff Pueblo Gold Raven Black
Rich Earth Rosewood Sage Green Salsa Red
Sand Beige Sun Bronze Toasted Almond Western Wheat
Special roof color #
Special wall color #
Special trim color #
Rock Color
Basalt Mountain Blend Natural Grey Romana
Roof Texture
Cedar Shake Ribbed Metal
Wall Texture(s) (For single color mark an X. For top and bottom textures use T = Top and B = Bottom.) Barnwood Horizontal Lap Can only be used as bottom texture Split Face Block Board & Batt Napa Valley Rock River Rock Stucco/Skip Trowel Brick Flagstone
(Textures not included in CXT’s quote are additional cost.) Door Opener
Non-locking ADA Handle Privacy ADA Latch Pull Handle/Push Plate Deadbolt
Accessible Signage
Men Women Unisex
Toilet Paper Holder
2-Roll Stainless Steel 3-Roll Stainless Steel
Notes:
cxtinc.com
800.696.5766

Dinuba City of
Attn: Stephanie Hurtado
1390 E. Elizabeth Way
Dinuba, CA 93618
Phone: 559-591-5940 Ext. 104
[email protected]
Ship to Zip 93618
Quantity Part # Description Unit Price Amount
1 Custom
Shelter
Design
Superior - 48' (AS) Hexagonal Duo Top (GX02) Structure8:12 Pitch; 7'-6" Eave Height; 6 Standard Column Design; Standard 6" Sub surface Mount with External Anchors; Pre-Fabricated Ready To Assemble Framework; Polyester TGIC 6 mil thick Powder Coated Framework “Using SRP’s Standard Color Options”; .24 Ga. 36” Wide x 1 ¼” Deep R-Panel 50 KSI Multi Rib Kynar 500 Coated Pre Cut-Metal Roofing “Using SRP’s Standard Color Options”.
$87,205.87 $87,205.87
1 ABT Superior - Anchor Hardware and TemplatesIncludes Steel Plate Template And Hardware For Cast In Place Anchoring System. Shipping Address And Contact Required For Processing. (WILL DELIVER AHEAD OF ORDER

UNLESS REQUESTED TO BE SHIPPED WITH STRUCTURE)
$590.00 $590.00
1 Engineering Superior - Engineering: Sealed Drawings & FeesSealed Drawings & Calculations Provided In 11”x17” Format X4 Copies of Sealed Drawings & X2 Of Calculations, Digital Copies With Pier And Spread Footer Analysis Included.

Engineered Sealed Drawings Will Be performed To Meet Current Published Local Codes and Conditions. Includes Epoxy Analysis With True Surface Mount Designs. - Check With The City Ordinances To Verify Any Special Requirements Prior To Sealing Structure.
- Additional Alterations/Revisions Will Be Subject To Added Fees. - If Available Include A Soils/Geotechnical Report (Location Specific To This Design). - One Seal per Design and per Location
ENGINEERED TO ZIP: 93618
Building Code: 2022 CALIFORNIA BC
Wind Speed: 95
Ground Snow Load: 5
$1,000.00 $1,000.00
Contract: OMNIA #2017001134 Sub Total $88,795.87
Discount ($2,616.18)
Freight $8,612.50
Tax $7,325.27
Total $102,117.46
Comments
OMNIA Partners f/n/a USC Contract #2017001134 Vendor #121531 Please supply your OMNIA registration # or Federal Tax ID #: ________________ Shipping to Dinuba, CA.

Installation is not included in the above price.

CUSTOMER IS RESPONSIBLE FOR OFF-LOADING OF EQUIPMENT FROM DELIVERY TRUCK.

C/O MRC
PO Box 225250
San Francisco, CA 94122
Ph: 800-235-2440
Em: [email protected]
Web: www.mrcrec.com
11/14/2023
Quote #
112514-02-01
CA Dinuba City of Viscaya Park Superior Shelter 48' Option Page 1 of 2 This quotation is subject to policies in the current GAMETIME PARK & PLAYGROUND CATALOG and the following terms and conditions. Our quotation is based on shipment of all items at one time to a single destination, unless noted, and changes are subject to price adjustment.

Purchases in excess of $1,000.00 to be supported by your written purchase order made out to GAMETIME c/o MRC. Kindly issue one order for the equipment and a separate order for surfacing and/or equipment installation services. Customer is responsible for any required permits and fees pertaining to such permits.

PRICING / PAYMENT: Pricing f.o.b. factory, firm for 30 days from date of quotation unless otherwise stated above. Payment terms: Purchase order made payable to GameTime. Net 30 days for tax supported governmental agencies. A 1.5% per month finance charge will be imposed on all past due accounts. Equipment shall be invoiced separately from other services and shall be payable in advance of those services and project completion. Retainage not accepted.

TAXES: State and local taxes, if applicable, will be added at time of invoicing unless a tax exempt certificate is provided at the time of order entry.

FREIGHT/SHIPMENT: Freight charges: Prepaid and added at time of invoicing. Shipment: order shall ship within 8-10 weeks after GAMETIME'S receipt and acceptance of your PURCHASE ORDER, signed quotation and color selections. Some products may require longer lead times.

Consult with your Sales Representative for any extended lead times that may apply to your order.

RECEIPT OF GOODS: Customer is responsible for unloading and uncrating equipment from truck. Customer shall receive, unload and inspect goods upon arrival, noting any discrepancies on the Delivery Receipt prior to written acceptance of the shipment.

EXCLUSIONS: Unless specifically included, this quotation excludes all site work and landscaping; removal of existing equipment; acceptance of equipment and off-loading; storage of goods prior to installation; installation; installation tools/equipment; safety surfacing; borders; drainage provisions and bonds.

TO ORDER: Please complete the acceptance portion of this quotation and provide color selections, PURCHASE ORDER and other key information requested. Acceptance of this proposal indicates your agreement to the terms and conditions stated herein.

Acceptance of quotation: (ALL INFORMATION REQUIRED)
Accepted By (printed): ________________________________ P.O. No: ___________________________________ Signature: _____________________________________________ Date: ______________________________________ Title: __________________________________________________ Phone: _____________________________________ Email:_________________________________________________ Facsimilie: _________________________________ Purchase Amount: $102,117.46
Order Information: (ALL INFORMATION REQUIRED)
Bill To: ________________________________________________ Ship To: ____________________________________ Bill To Contact: ________________________________________ Ship To Contact: ___________________________ Bill To Email:___________________________________________ Ship To Email: ______________________________ Bill To Phone: _________________________________________ Ship To Phone: (Office):______________________ (Cell):________________________
Bill to Address: _________________________________________ Ship To Address: _____________________________ Bill To City, State, Zip: __________________________________ Ship To City, State, Zip: ________________________ SALES TAX EXEMPTION CERTIFICATE #:_____________________________________________ (PLEASE PROVIDE A COPY OF CERTIFICATE)

Dinuba City of
Attn: Stephanie Hurtado
1390 E. Elizabeth Way
Dinuba, CA 93618
Phone: 559-591-5940 Ext. 104
[email protected]
Ship to Zip 93618
Quantity Part # Description Unit Price Amount
1 Custom
Shelter
Design
Superior - 58' (AS) Hexagonal Duo Top (GX02) Structure8:12 Pitch; 7'-6" Eave Height; 6 Standard Column Design; Standard 6" Sub surface Mount with External Anchors; Pre-Fabricated Ready To Assemble Framework; Polyester TGIC 6 mil thick Powder Coated Framework “Using SRP’s Standard Color Options”; .24 Ga. 36” Wide x 1 ¼” Deep R-Panel 50 KSI Multi Rib Kynar 500 Coated Pre Cut-Metal Roofing “Using SRP’s Standard Color Options”.
$108,741.86 $108,741.86
1 ABT Superior - Anchor Hardware and TemplatesIncludes Steel Plate Template And Hardware For Cast In Place Anchoring System. Shipping Address And Contact Required For Processing. (WILL DELIVER AHEAD OF ORDER

Engineered Sealed Drawings Will Be performed To Meet Current Published Local Codes and Conditions. Includes Epoxy Analysis With True Surface Mount Designs. - Check With The City Ordinances To Verify Any Special Requirements Prior To Sealing Structure.
- Additional Alterations/Revisions Will Be Subject To Added Fees. - If Available Include A Soils/Geotechnical Report (Location Specific To This Design). - One Seal per Design and per Location
ENGINEERED TO ZIP: 93618
Building Code: 2022 CALIFORNIA BC
Wind Speed: 95
Ground Snow Load: 5
$1,000.00 $1,000.00
Contract: OMNIA #2017001134 Sub Total $110,331.86
Discount ($3,262.26)
Freight $8,612.50
Tax $9,100.92
Total $124,783.02
Comments
OMNIA Partners f/n/a USC Contract #2017001134 Vendor #121531 Please supply your OMNIA registration # or Federal Tax ID #: ________________ Shipping to Dinuba, CA.

Installation is not included in the above price.

CUSTOMER IS RESPONSIBLE FOR OFF-LOADING OF EQUIPMENT FROM DELIVERY TRUCK.

C/O MRC
PO Box 225250
San Francisco, CA 94122
Ph: 800-235-2440
Em: [email protected]
Web: www.mrcrec.com
11/14/2023
Quote #
112514-02-02
CA Dinuba City of Viscaya Park Superior Shelter 58' Option Page 1 of 2 This quotation is subject to policies in the current GAMETIME PARK & PLAYGROUND CATALOG and the following terms and conditions. Our quotation is based on shipment of all items at one time to a single destination, unless noted, and changes are subject to price adjustment.

TAXES: State and local taxes, if applicable, will be added at time of invoicing unless a tax exempt certificate is provided at the time of order entry.

Consult with your Sales Representative for any extended lead times that may apply to your order.

Acceptance of quotation: (ALL INFORMATION REQUIRED)
Accepted By (printed): ________________________________ P.O. No: ___________________________________ Signature: _____________________________________________ Date: ______________________________________ Title: __________________________________________________ Phone: _____________________________________ Email:_________________________________________________ Facsimilie: _________________________________ Purchase Amount: $124,783.02
Order Information: (ALL INFORMATION REQUIRED)
Bill To: ________________________________________________ Ship To: ____________________________________ Bill To Contact: ________________________________________ Ship To Contact: ___________________________ Bill To Email:___________________________________________ Ship To Email: ______________________________ Bill To Phone: _________________________________________ Ship To Phone: (Office):______________________ (Cell):________________________
Bill to Address: _________________________________________ Ship To Address: _____________________________ Bill To City, State, Zip: __________________________________ Ship To City, State, Zip: ________________________ SALES TAX EXEMPTION CERTIFICATE #:_____________________________________________ (PLEASE PROVIDE A COPY OF CERTIFICATE)

Quotation
Date
2/22/2024
Estimate #
1629
Bill To:

City of Dinuba
1088 E. Kamm Ave.

Dinuba, CA 93618
Emma Laplante 559-802-3052
[email protected]
Ship To:

SAME
Kings River Casting, Inc.
1350 North Avenue
Sanger, CA 93657
(559) 875-8250 Fax (559) 875-1491
[email protected]
Terms P.O. Number
CBD
Quoted By
ME
FOB
Sanger
Lead Time Project
8-10 Weeks
Signature
Total
Subtotal
Sales Tax (8.5%)
Please sign/date and email back to place order This quote is valid for 30 Days Description Qty Rate Total
IVBC 72"
6' IRON VALLEY Bench
BLACK
20 1,517.00 30,340.00T

IVTRE-RT
IRON VALLEY EXCLUSIVE Receptacle;
45 Gallon Liner Included

RAIN TOP - BLACK
15 1,554.00 23,310.00T
Freight Prepay & Add 875.00 875.00
_____________________________________
$59,085.25
$54,525.00
$4,560.25

Dinuba City of
Attn: Stephanie Hurtado
1390 E. Elizabeth Way
Dinuba, CA 93618
Phone: 559-591-5940 Ext. 104
[email protected]
Ship to Zip 93618
Quantity Part # Description Unit Price Amount
1 RDU GameTime - PrimeTime ADA SwingIncludes (1) Expression swing and (1) enclosed tot swing$4,313.00 $4,313.00 1 28028 GT-Site - Sway Bench $2,321.00 $2,321.00
1 QRI189 GT-Shade - GTCU080810IG CANTI UMB 8X8X10 W/GLD $4,584.00 $4,584.00 1 RDU GameTime - Custom PowerScape 5-12 Play Structure $167,033.00 $167,033.00 1 RDU GameTime - PrimeTime ADA 2-Bay SwingIncludes (3) belt swings and (1) Zero-G 5-12 swing$4,986.00 $4,986.00 1 3274 GameTime - Sensory Wave Seat $2,661.00 $2,661.00 1 6299 GameTime - Inclusive Seesaw $9,311.00 $9,311.00
1 6354 GameTime - Dune 12 With Conifer Climbers $18,549.00 $18,549.00 1 7030 GameTime - Inchworm $11,391.00 $11,391.00
1 28028 GT-Site - Sway Bench $2,321.00 $2,321.00
1 QRI189 GT-Shade - GTCU080810IG CANTI UMB 8X8X10 W/GLD $4,584.00 $4,584.00 Contract: OMNIA #2017001134 Sub Total $232,054.00
Discount ($43,815.74)
Freight $7,369.42
Tax $16,000.25
Total $211,607.93
Comments
OMNIA Partners f/n/a USC Contract #2017001134 Vendor #121531 Please supply your OMNIA registration # or Federal Tax ID #: ________________ Shipping to Dinuba, CA 93618.

Borders, sub base, site preparaon, safety surfacing and installaon are NOT included in this proposal. 2-5 Unit is not included in this proposal, it is quoted separately on # 112770-01-02.

Bonds are NOT included and will be an addional cost if required.

CUSTOMER IS RESPONSIBLE FOR OFF-LOADING OF EQUIPMENT FROM DELIVERY TRUCK.

Please note: The sales tax rate shown on the quote is determinant on the final end use locaon, which is 1088 E. Kamm Avenue, Dinuba, CA 93618. Any variaon will result in a review of the appropriate tax rate, which will be applied to your final order.

C/O MRC
PO Box 225250
San Francisco, CA 94122
Ph: 800-235-2440
Em: [email protected]
Web: www.mrcrec.com
03/04/2024
Quote #
112514-01-06
CA Dinuba City of Viscaya Park Revised 3/4/24 Page 1 of 3 CHOOSE YOUR COLOR SCHEME: IT IS VERY IMPORTANT THAT YOU CHOOSE A COLOR SCHEME FOR YOUR MODULAR PLAYGROUND UNIT AT TIME OF ORDER. PLEASE SELECT FROM ONE OF THE MANY "PLAY PALETTES" LISTED IN THE BACK OF THE GAMETIME CATALOG OR ON OUR WEBSITE: www.gametime.com. INDICATE YOUR SELECTION BELOW.

GAMETIME PLAY PALETTE: ___________________________
NOTE: COLOR SELECTION FOR ALL OTHER EQUIPMENT SHOULD BE ENTERED IN THE SPACE PROVIDED UNDER THAT SPECIFIC ITEM.

This quotation is subject to policies in the current GAMETIME PARK & PLAYGROUND CATALOG and the following terms and conditions. Our quotation is based on shipment of all items at one time to a single destination, unless noted, and changes are subject to price adjustment.

PRICING / PAYMENT: Pricing f.o.b. factory, firm for 30 days from date of quotation. Payment terms: Purchase order made payable to GameTime.

Net 30 days for tax supported governmental agencies. A 1.5% per month finance charge will be imposed on all past due accounts. Equipment shall be invoiced separately from other services and shall be payable in advance of those services and project completion. Retainage not accepted.

TAXES: State and local taxes, if applicable, will be added at time of invoicing unless a tax exempt certificate is provided at the time of order entry.

FREIGHT/SHIPMENT: Freight charges: Prepaid and added at time of invoicing. Shipment: order shall ship within 14-18 Weeks after GAMETIME'S receipt and acceptance of your PURCHASE ORDER, signed quotation and color selections. Some products may require longer lead times.

Consult with your Sales Representative for any extended lead times that may apply to your order.

Sales Representative: Jenn Peterson/es

C/O MRC
PO Box 225250
San Francisco, CA 94122
Ph: 800-235-2440
Em: [email protected]
Web: www.mrcrec.com
03/04/2024
Quote #
112514-01-06
CA Dinuba City of Viscaya Park Revised 3/4/24 Page 2 of 3 Acceptance of quotation: (ALL INFORMATION REQUIRED)
Accepted By (printed): ________________________________ P.O. No: ___________________________________ Signature: _____________________________________________ Date: ______________________________________ Title: __________________________________________________ Phone: _____________________________________ Email:_________________________________________________ Facsimilie: _________________________________ Purchase Amount: $211,607.93
Order Information: (ALL INFORMATION REQUIRED)
Bill To: ________________________________________________ Ship To: ____________________________________ Bill To Contact: ________________________________________ Ship To Contact: ___________________________ Bill To Email:___________________________________________ Ship To Email: ______________________________ Bill To Phone: _________________________________________ Ship To Phone: (Office):______________________ (Cell):________________________
Bill to Address: _________________________________________ Ship To Address: _____________________________ Bill To City, State, Zip: __________________________________ Ship To City, State, Zip: ________________________ SALES TAX EXEMPTION CERTIFICATE #:_____________________________________________ (PLEASE PROVIDE A COPY OF CERTIFICATE)

C/O MRC
PO Box 225250
San Francisco, CA 94122
Ph: 800-235-2440
Em: [email protected]
Web: www.mrcrec.com
03/04/2024
Quote #
112514-01-06
CA Dinuba City of Viscaya Park Revised 3/4/24 Page 3 of 3

Price Quotation # B635814
FEL FRESNO #690
704 N. LAVERNE AVE
FRESNO, CA 93727
Phone : 559-253-2900
Fax : 559-252-6865
Bid No.......:

Bid Date...:

Quoted By:

Customer.:

Cust PO#..:

B635814
02/27/24
KAM

CITY OF DINUBA
1088 E KAMM AVE
COD>>COD<<COD
DINUBA, CA 93618

ELKAY DRNK FTN
Cust Phone:

Terms.........:

Ship To.......:

Job Name.:
559-392-5618

CASH ON DEMAND

CITY OF DINUBA
1088 E KAMM AVE
COD>>COD<<COD
DINUBA, CA 93618
City of Dinuba
Item Description Quantity Net Price UM Total
VAL30 QUOTE VALID FOR 30 DAYS 1 0.000 EA
ELK4400BFEVG LFA FM ADA SGL OUTDR BTL FILL FTN 2 3994.200 EA 7988.40 ELK4430BF1UEVG *CVR* LFA TRI-LEVEL PED FTN ADA W/U 1 6654.000 EA 6654.00 ELK4400DBEVG LFA PEDESTAL FTN & DOG BOWL EV 1 3481.200 EA 3481.20 **************************

PAYMENT IN FULL REQUIRED
AT TIME OF ORDER.
**************************
ALL ITEMS HAVE A 12-15 DAY

LEAD TIME TO LEAVE THE

FACTORY IN ILLINOIS,
TENTATIVELY. 1WK TRANSIT.
**************************
30% RESTOCK FEE PLUS ALL

FRT CHARGES TO/FRO IF

CANCELLED OR RETURNED
**************************
PRICING GOOD FOR 30 DAYS.
**************************

FULL QTY ORDER WOULD MEET
FFA.
**************************
Subtotal: $18123.60
Inbound Freight: $0.00
Tax: $1445.36
Order Total: $19568.96

Shipping Address:

City of Dinuba
California
United States
City of Dinuba, Stephanie Hurtado
405 E El monte Way
Dinuba CA 93618
United States
Invoice INV/2024/00026
Invoice Date:
02/09/2024
Due Date:
02/09/2024
Source:

S/00254
Description Quantity Unit
Price
Taxes Amount
[BLACK-UPTOW] Uptown Model (Black Dyed)
Concrete table tennis table in color of your choice with grey concrete legs. All hardware is included. Includes a custom net design or our standard black checkerboard net. Be sure to read the installation instructions, a forklift or tractor with forks is required for Offloading and Installation. 10 YEAR WARRANTY

1.00 Units
7,079.00 $ 7,079.00
[GREY-CHESS-FREE] Genius Chess Table Freestanding (Natural Grey) Concrete and marble chess table, polished to a smooth finish for easy play. Free Standing base. Finished with a quality concrete sealant. Includes steel powdercoated "L" brackets to bolt down to existing concrete or asphalt.

1.00 Units
3,106.00 $ 3,106.00
Benches - Chess - Natural Grey 1.00
Units
726.00 $ 726.00
Stone Age Games
298 Quarry Road
Roseburg OR 97470
United States
541-671-6318
Page: 1 / 3
[BLACK-CORNHOLE] Concrete Cornhole (Black Dyed)
Concrete cornhole game boards in the color of your choice. Regulation size (24" x 48"). Comes with a quality concrete sealant and steel powder coated "L" brackets and hardware to bolt down to existing concrete. (Price is for a pair of 2 game boards) (Custom logos on boards are priced by complexity and number of colors -request quote if desired)
10 YEAR WARRANTY

1.00 Units
2,037.00 $ 2,037.00
Ad-ins, accessories, and discounts
February Special - buy 2 get 1 free. Chess table and one set of benches free 1.00 Units
-3,832.00 $ -3,832.00
Paddles
Quality outdoor Ping Pong Paddles. Includes a carrying case . 4 Paddles w/6 balls.

1.00 Units
115.00 $ 115.00
Chess Pieces
Master Series Chess Set, weighted plastic in classic, universally recognized Staunton design. Green felt pads on bottom. Spare queen. Black and Ivory.

Comes with a set of plastic red and black checkers.

1.00 Units

45.00 $ 45.00
Subtotal $ -3,672.00
Shipping
LTL Shipping 1.00
Units
1,181.00 $ 1,181.00
Subtotal $ 1,181.00
Description Quantity Unit
Price
Taxes Amount
Total $ 10,457.00
Please use the following communication for your payment : INV/2024/00026 Payment terms: Immediate Payment
This quote does not include offloading and setup or taxes.

Quote valid for 30 days
Payment due upon order
Currency is U.S. Dollars
Stone Age Games
298 Quarry Road
Roseburg OR 97470
United States
541-671-6318
Page: 2 / 3
Visa, Mastercard, and American Express accepted
3 Year Limited Warranty - Cancellations, and returns not accepted once order is placed.

Current lead time for this order is approximately 6-8 weeks Stone Age can hold an order due to delays on site, or unforeseen circumstances for one week. After a week, the order must be shipped to the site or an alternative storage site.

Stone Age Games
298 Quarry Road
Roseburg OR 97470
United States
541-671-6318
Page: 3 / 3

www.usa-shade.com | 800-966-5005
324A S. Santa Fe Street
Visalia, CA 93291
AZ: 289388 CA: 989458 LA: 61718 NV:78724
NM: 383826 TN: 68712 DIR: 1000003533
Viscaya Park
2/9/2024
Pricing valid for 30 days
Priced per CMAS Contract Number 4-22-11-1011
Proposal Prepared For:
4 Creeks
Date: 2/9/2024
Purchaser: Contact: Sales Rep:

Project Name: Phone: Phone:

Quote No: Email: Email:

PO No: Fax: Fax:

Contact: Contact: Contact:

Phone Phone Phone
Email: Email: Email:

Fax: Fax: Fax:

CORPORATE ADDRESS: REMITTANCE ADDRESS:
2580 Esters Blvd., Suite 100 P.O. Box 734158
DFW Airport, TX 75261 Dallas, TX 75373-4158
SOUTHERN CALIFORNIA: NORTHERN CALIFORNIA: ARIZONA: LAS VEGAS:
1085 N. Main Street, Suite C 927 Enterprise Way, Suite A 2452 W. Birchwood Ave, Suite 112 6225 S. Valley View Blvd., Suite I Orange, CA 92867 Napa, CA 94558 Mesa, AZ 85202 Las Vegas, NV 89118 NOTE: This message is intended only for the use of the individual to whom it is addressed, and contains information that is privileged, confidential, and exempt from disclosure under applicable law. If you are not the intended recipient, or the employee or agent responsible for delivering this message to the intended recipient, you are hereby notified that any unauthorized disclosure, distribution, or copying of this communication is strictly prohibited. If you have received this communication in error, please notify us immediately by phone and return the original message to the applicable address above.

MAILING ADDRESS:

P.O. Box 3467
Coppel, TX 75019
(559) 802-3052 (559) 802-3052
[email protected] [email protected]
93291
Emma Laplante TBD Emma Laplante
Visalia Dinuba

CA CA CA
4 Creeks SOUTHERN CALIFORNIA Viscaya Park
324A S. Santa Fe Street
Billing Information: Shipping Information: Jobsite Information:

Viscaya Park (559) 802-3052 (559) 974-1353
CA0124KR11006 [email protected] [email protected] Proposal for USA SHADE & Fabric Structures
Project Information: Sales Information:
4 Creeks Emma Laplante Kathy Rainey
www.usa-shade.com 800-966-5005
AZ: 289388 CA: 989458 LA: 61718 NV: 78724 NV:78724 NM: 383826 TN: 68712 DIR: 1000003533 Structure Pricing

UNIT IMAGE
Unit Quantity: 1 Foundations By USA Shade
Unit Type: Mariner Peak Grout Installation USA Shade
Structure Size: 40 x 40 Footing Type: Drilled Pier
USA Shade Model Number 406.2 Base Attachment: PIH - Embed Entry Height: Up to 12 Anchor Bolts: N/A
No of Columns: 4 Concrete Cutting: Included
No of Fabric Tops: 1 Dirt Removal: Included
Fabric Type: Colourshade_FR Surface Type: Concrete
Fabric Color: TBD NOTES
Steel Finish:

Coastal Primer w/
Powder Coating
Steel Color: TBD
PRICE Electrical Provisions:

Cable/HDW Finish:

Concept No:

UNIT IMAGE
Unit Quantity: 1 Foundations By USA Shade
Unit Type: Mariner Pyramid Grout Installation USA Shade Structure Size: 35 x 40 Footing Type: Drilled Pier
USA Shade Model Number 407.2 Base Attachment: PIH - Embed Entry Height: Up to 12 Anchor Bolts: N/A
No of Columns: 4 Concrete Cutting: Included
No of Fabric Tops: 1 Dirt Removal: Included
Fabric Type: Colourshade_FR Surface Type: Concrete
Fabric Color: TBD NOTES
Steel Finish:

Coastal Primer w/
Powder Coating
Steel Color: TBD
Electrical Provisions:

UNIT DETAILS
Playground A

UNIT DETAILS
$83,364.73
Playground B
www.usa-shade.com 800-966-5005
AZ: 289388 CA: 989458 LA: 61718 NV: 78724 NV:78724 NM: 383826 TN: 68712 DIR: 1000003533 Structure Pricing
Cable/HDW Finish:

Concept No:
$74,966.65
www.usa-shade.com 800-966-5005
AZ: 289388 CA: 989458 LA: 61718 NV: 78724 NV:78724 NM: 383826 TN: 68712 DIR: 1000003533 Structure Pricing

UNIT IMAGE
Unit Quantity: 2 Foundations By USA Shade
Unit Type: Mariner Peak Grout Installation USA Shade
Structure Size: 35 x 40/ 40x40 Footing Type: Drilled Pier USA Shade Model Number 407.2 Base Attachment: PIH - Embed Entry Height: Up to 12 Anchor Bolts: N/A
No of Columns: 4 Concrete Cutting: Included
No of Fabric Tops: 1 Dirt Removal: Included
Fabric Type: Colourshade_FR Surface Type: Concrete
Fabric Color: TBD NOTES
Steel Finish: Powder Coated
Steel Color: TBD
PRICE Electrical Provisions: N/A
Cable/HDW Finish: Galvanized
Concept No:

Cost if both structures
purchased and installed
together $171,894.38
Both Play Structures

UNIT DETAILS
www.usa-shade.com 800-966-5005
AZ: 289388 CA: 989458 LA: 61718 NV: 78724 NV:78724 NM: 383826 TN: 68712 DIR: 1000003533

INCLUDED EXCLUDED INCLUDED EXCLUDED
Crane: should a crane be required and direct access not available, additional costs will incur by way of a Change Order Revised Foundations: pricing based on standard drilled pier foundations; if existing site conditions and/or constraints require revised foundations (i.e. spread footing), additional costs will incur by way of a Change Order
Undergrounds: existing underground utilities, irrigation, etc. to be relocated/capped by others – USA Shade will provide Dig Alert only www.usa-shade.com 800-966-5005
AZ: 289388 CA: 989458 LA: 61718 NV: 78724 NV:78724 NM: 383826 TN: 68712 DIR: 1000003533 Design and Engineering of Foundation Demolition (Existing Structures) Reactions and Loads for attachment to Walls, Rooftops, or Other Payment and Performance Bonds Foundation Location and Elevation Survey Special Inspection Fees Permit Fee Temporary Fencing
DSA Submittal & Fees Water and Electrical
Design and Engineering of Structure Landscape Repair

INCLUSIONS / EXCLUSIONS

ENGINEERING REQUIREMENTS INSTALLATION - MISCELLANEOUS
Sealed Drawings & Calculations Prevailing Wage / Certified Payroll Permit Submittal Union Wages
Drawing Size Electronic
No. of Sealed Drawings 1
Calculations Required On File
USA SHADE reserves the right to implement a surcharge for significant increases in raw materials, including the following, but not limited to: fuel, steel, fabric, and concrete. Proposal pricing is only valid for 30 days due to the fluctuation in pricing. Due to recent significant increases experienced in raw steel and fabric materials, it may be necessary to order, invoice, and receive payments for steel and fabric as soon as final sizing can be determined.

ENGINEERING REQUIREMENTS NOTES
Building Code CBC 2019
Wind Load 115 mph
Snow Load 5 psf
1)
2)
3)
Proposal: The above proposal is valid for 15 days from the date first set forth above. After 15 days, we reserve the right to increase prices due to the rise in cost of raw materials, fuel, or other cost increases. When applicable, USA SHADE & Fabric Structures reserves the right to implement a surcharge for significant increases in raw materials, including, but not limited to; fuel, steel, and concrete. Due to the duration of time between proposals, contracts, and final installation, USA SHADE & Fabric Structures reserves the right to implement this surcharge, when applicable.

Purchase: By executing this proposal, or submitting a purchase order pursuant to this proposal (which shall incorporate the terms of this agreement specifically by reference) which is accepted by USA SHADE & Fabric Structures (the “Company”), the purchaser identified above (“you” or the “Purchaser”) agrees to purchase Shade Structures brand shade structures (“Structures”) and the services to be provided by the Company, as detailed in the “Structure Pricing” and “General Scope of Work” sections of this agreement, above, or in the relevant purchase order accepted by the Company, for use by Purchaser or for installation by Company or Purchaser on behalf of a third-party who will be the ultimate owner of the Structures (the ultimate owner of a Structure, whether Purchaser or a third-party, being the “Owner”).

Short Ship Claims: Purchaser has 15 days from receipt of the structures to file a short ship report in writing to its sales representative. Company will not honor claims made after this time.
6) Barricades, traffic control and public security requirements are not included. 7) Unless specifically included in this proposal, this agreement does not include, and Company will not provide, services, labor, or materials for any of the following work: (a) removal and disposal of any materials containing asbestos or any hazardous materials as defined by the EPA; (b) moving Owner’s property around the installation site; (c) repair or replacement of any Purchaser or Owner-supplied materials; or (d) repair of damage to existing surfaces that may occur when construction equipment and vehicles are being used in the normal course of construction. 8) Pricing for foundation design is based on drilled pier footings. In the event the geotechnical report requires an alternate configuration, any additional costs incurred will be submitted to the client by a Change Order. 9) Digging of our foundations will not be constrained by any existing concrete or utilities. USA SHADE will not be responsible for moving or repairing any underground utility lines such as electrical, telephone, gas, water, or sprinkler lines that may be encountered during installation. 10) Any additional costs incurred as a result of hard rock conditions requiring extra equipment, utility removal or repair, resulting in delay, will result in additional charges unless they are detailed on as-built site drawings provided to USA SHADE or marked on the ground and communicated to USA SHADE in writing prior to installation.

GENERAL TERMS & CONDITIONS AND WARRANTY
Construction Assumptions
1) The designated area for our structures will be accessible by drive-up for unloading of our trucks and equipment, including personnel man-lifts, forklifts, etc.

Should a crane be required and direct access not available, additional costs for such will be submitted by a Change Order. 2) Our pricing is based on the ability to perform all of our work with clear, sequential, and continuous access without interruption during normal daytime working hours. We have assumed one mobilization for the installation of foundations, steel and fabric; if additional mobilizations are required, there will be an additional charge. We will require exclusive access to the area for our work during the construction process. 3) Our pricing does not include daily site delays accessing the work areas. USA SHADE will submit a Change Order for any delays caused by other trades which interfere or cause us to stop working.
4) We will require site sanitary facilities and refuse containers by others within 200 feet of our work. 5) USA SHADE will leave its work and materials in a clean condition at the conclusion of our work. www.usa-shade.com 800-966-5005
AZ: 289388 CA: 989458 LA: 61718 NV: 78724 NV:78724 NM: 383826 TN: 68712 DIR: 1000003533 4)
5)
6)
7)
8)
9)
10)
11)
Insurance Requirements: Company is not required to provide any insurance coverage in excess of Company’s standard insurance. A copy of the Company’s standard insurance is available for your review prior to acceptance of the Company’s proposal.

Payment: Terms of payment are defined in the “Pricing Details” section and are specific to this contract. For purposes of this agreement, “Completion” is defined as being the point at which the Structure is suitable for its intended use, the issue of occupancy consent, or a final building department approval is issued, whichever occurs first. Progress billing and payment will be required. All payments must be made to Shade Structures, Inc., P.O. Box 734158, Dallas, TX 75373-4158. Company may use all remedies available to it under current laws including, but not limited to, filing of liens against the property and using a collection agency or the courts to secure the collection of the outstanding debt.

Lien Releases: Upon request by Owner, Company will issue appropriate partial lien releases as corresponding payments are received from Purchaser, but prior to receiving final payment from Purchaser or Owner. Company will provide a full release of liens upon receipt of final payment. In accordance with state laws, Company reserves the right to place a lien on the property if final payment has not been received 10 days prior to the filing deadline for liens.

Site Plan Approval, Permit/s, Permit Fees, Plans, Engineering Drawings, and Surveying: Site plan approval, permits, permit fees, plans, engineering drawings, and surveying are specifically excluded from this agreement and the Services unless specified under the “General Scope of Work”. The Company does not in any way warrant or represent that a permit or site plan approval for construction will be obtained. Sealed engineered drawings that are required but not included in the “General Scope of Work” will result in an additional cost to Purchaser.

Manufacturing & Delivery: Manufacturing lead-time from Company’s receipt of the “Notice To Proceed” is approximately 6 to 8 weeks for standard structures, and 8 to 12 weeks for custom structures. Delivery is approximately 1 week thereafter. Delivery of structures may be prior to or at start of assembly. Please note that these timelines do not include approval or permitting timeframes.

Returned Product, Deposits, and/or Cancelled Order: Within the first 45 days after shipment from our facility, all returned product(s) and cancelled orders are subject to a 50% restocking fee. No returns are available following this 45 day period. All deposits are non-refundable. All expenses incurred (engineering, site surveys, shipping, handling, etc.) are the responsibility of the Purchaser, up to notice of cancellation.

Standard Exclusions: Unless specifically included under the “General Scope of Work” section above, this agreement does not include, and Company will not provide, services, labor, or materials for any of the following work: (a) removal and disposal of any materials containing asbestos or any hazardous materials as defined by the EPA; (b) moving Owner’s property around the installation site; (c) repair or replacement of any Purchaser or Owner-supplied materials; (d) repair of concealed underground utilities not located on prints supplied to Company by Owner during the bidding process, or physically staked out by Owner, and which are damaged during construction during normal course of construction.

Bonding Guidelines: If Purchaser will use or provide the Structures and Services for an Owner other than Purchaser (including, without limitation, as a subcontractor of Purchaser), Purchaser will include the following statement in Purchaser’s contract with Owner:
“The manufacturer’s warranty for the Shade Structures brand shade structures is a separate document between USA SHADE & Fabric Structures and the ultimate owner of the Shade Structures brand shade structures, which will be provided to the ultimate owner at the time of completion of the installation and other services to be provided by USA SHADE & Fabric Structures. Due to surety requirements, any performance and/or payment bond will cover only the first year of the USA SHADE & Fabric Structures warranty.” www.usa-shade.com 800-966-5005
AZ: 289388 CA: 989458 LA: 61718 NV: 78724 NV:78724 NM: 383826 TN: 68712 DIR: 1000003533 12)
13)
14)
15)
•
•
•
•
• Sewing thread is warranted for ten years.

All steel surface finishes are warranted for one year.

Shadesure™, Colourshade® FR, eXtreme 32™, Commercial 95™, SaFRshade™, and Monotec 370™ fabrics all carry a ten year limited manufacturer’s warranty against failure from significant fading, deterioration, breakdown, outdoor heat, cold, or discoloration. Should the fabric need to be replaced under the warranty, the Company will manufacture and ship a new replacement fabric at no charge for the first six years, thereafter pro-rated at 20% per year over the remaining four years. The following are exceptions to the preceding warranty terms:
o Shadesure™ fabrics in Red, Yellow, Atomic Orange, Electric Purple, Zesty Lime, Cinnamon, Olive, and Mulberry carry a five year pro-rated warranty; o Fabric tops attached to Coolbrella™ structures carry a three year warranty; o Individual fabric tops measuring greater than 40’ in length are covered by a non-prorated five year warranty; o Precontraint 502™ waterproof membrane is subject to an eight year pro-rated warranty.

Concealed Conditions: ”Concealed conditions” include, without limitation, water, gas, sprinkler, electrical and sewage lines, post tension cables, and steel rebar. This agreement is based solely on observations the Company was able to make either by visual inspection or by drawings and/or plans submitted by Owner at the time this agreement was bid. If additional Concealed Conditions are discovered once work has commenced, which were not visible at the time this proposal was bid, Company will stop work and indicate these unforeseen Concealed Conditions to Purchaser or Owner so that Purchaser and Company can execute a Change Order for any additional work. In any event, any damage caused by or to unforeseen Concealed Conditions is the sole responsibility of the Purchaser and Company shall not be held liable for any such damage. Soil conditions are assumed to be soil that does not contain any water, hard rock (such as limestone, caliche, etc.), rocks larger than 4 inches in diameter, or any other condition that will require additional labor, equipment and/or materials not specified by the Purchaser or Owner in the bidding process. Any condition requiring additional labor, equipment, and/or materials to complete the drilling or concrete operations will require a Change Order before Company will complete the process. Price quotes are based on a drilled pier footing. Any variation will incur additional charges (i.e. spread footings, concrete mat, sand, water, landfill, etc.). Costs for footing and installation do not include any allowance for extending below frost lines (the additional costs for which vary by geographical region).

Changes in the Work: During the course of this project, Purchaser may order changes in the work (both additions and deletions). Additionally, an approving agency may require changes in the work from the original design or engineering quoted and provided by the Company (both additions and deletions.) The cost of these changes will be determined by the Company, and a Change Order form must be completed and signed by both the Purchaser and the Company, which will detail the “General Scope of the Change Order”. Should any Change Order be essential to the completion of the project, and the Purchaser refuses to authorize such Change Order, then Company will be deemed to have performed its part of the project, and the project and services will be terminated. Upon such termination, Company will submit a final billing to Purchaser for payment, less a labor allowance for work not performed but including additional charges incurred due to the stoppage. No credit will be allowed for materials sold and supplied, which will remain the property of the Purchaser.

Indemnification: To the fullest extent permitted by law, Purchaser shall indemnify, defend, and hold harmless the Company and its consultants, agents, and employees or any of them from and against claims, damages, losses and expenses, including, but not limited to, attorneys’ fees related to the installation of the Structure or performance of the services, provided that such claim, damage, loss, or expense is attributable to bodily injury to, sickness, disease, or death of a person, or to injury to or destruction of tangible property, but only to the extent caused by the negligent acts or omissions of the Purchaser or its agents, employees, or subcontractors, or anyone directly or indirectly employed by them or anyone for whose acts they may be liable, regardless of whether or not such claim, damage, loss, or expense is caused in part by a party indemnified hereunder. Such obligation shall not be construed to negate, abridge, or reduce other rights or obligations of indemnity that would otherwise exist as to a party or person described in Section 15.

Statement of Limited Warranty:

The structural integrity of all supplied steel is warranted for ten years.

If assembly is provided by the Company, workmanship of the structure is covered for one year, including labor for the removal of any failed part, disassembly (if necessary), cost of shipping, and reassembly.
www.usa-shade.com 800-966-5005
AZ: 289388 CA: 989458 LA: 61718 NV: 78724 NV:78724 NM: 383826 TN: 68712 DIR: 1000003533 •
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Commercial 95™ and SaFRshade™ are registered trademarks of Gale Pacific USA Inc.

Monotec 370™ is a registered trademark of PRO-KNIT Industries Pty. Ltd.

Precontraint 502™ is a registered trademark of Serge Ferrari North America, Inc. o workmanship related to assembly not provided by the Company or its agents; o fabric curtains, valances, and flat vertical panels;
o fabric tops installed on structures that were not engineered and originally supplied by the Company.

THE COMPANY SHALL NOT BE LIABLE FOR ANY INCIDENTAL, CONSEQUENTIAL, SPECIAL, LIQUIDATED, EXEMPLARY, OR PUNITIVE DAMAGES, OR ANY LOSS

OF REVENUE, PROFIT, USE OR GOODWILL, WHETHER BASED UPON CONTRACT, TORT (INCLUDING NEGLIGENCE), OR ANY OTHER LEGAL THEORY, ARISING

OUT OF A BREACH OF THIS WARRANTY OR IN CONNECTION WITH THE SALE, INSTALLATION, MAINTENANCE, USE, OPERATION OR REPAIR OF ANY PRODUCT OR SERVICE. IN NO EVENT WILL THE COMPANY BE LIABLE FOR ANY AMOUNT GREATER THAN THE PURCHASE PRICE FOR ANY PRODUCT OR SERVICE PROVIDED BY THE COMPANY.

THE FOREGOING LIMITED WARRANTY IS THE SOLE AND EXCLUSIVE WARRANTY FOR THE COMPANY’S PRODUCTS AND SERVICES, AND IS IN LIEU OF ALL OTHER WARRANTIES, EXPRESS OR IMPLIED, IN LAW OR IN FACT. SELLER SPECIFICALLY DISCLAIMS ALL OTHER WARRANTIES, EXPRESS OR IMPLIED,

INCLUDING, WITHOUT LIMITATION, ALL IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR USE OR PURPOSE, AND ANY IMPLIED WARRANTIES ARISING OUT OF COURSE OF DEALING OR PERFORMANCE OR TRADE USAGE. PURCHASER, BY ACCEPTANCE AND USE OF THIS LIMITED WARRANTY, WAIVES ANY RIGHTS IT WOULD OTHERWISE HAVE TO CLAIM OR ASSERT THAT THIS LIMITED WARRANTY FAILS OF ITS ESSENTIAL PURPOSE.

Colourshade ® and eXtreme 32™ are registered trademarks of Multiknit Pty. Ltd.

These limited warranties do not cover defects and/or damages caused by:
o normal wear and tear;
o misuse, willful or intentional damage, vandalism, contact with chemicals, cuts and Acts of God (i.e. tornado, hurricane, micro/macros burst, earthquake, wildfires, etc.);
o ice, snow or wind loads in excess of the designed load parameters engineered for the supplied structures; o use, maintenance, neglect, repair, and/or service inconsistent with the Company’s written care and maintenance instructions, provided with the order.

The limited warranties explicitly exclude:

All warranty claims covering Company supplied structures, products, and services must be submitted by Purchaser or Owner in writing to the Company within thirty days from the date of discovery of the alleged defect and must include a detailed description and applicable photographs of the alleged defect or problem. Warranty claims should be submitted by email to [email protected].

Purchaser or Owner agrees that venue for any court action to enforce these limited warranties shall be in the City or County of Dallas in the State of Texas, USA.

These limited warranties are void if:
o the supplied structures, products, services and/or labor are not paid for in full; o the structures are not assembled in strict compliance with USA SHADE specifications; o any changes, modifications, additions, or attachments are made to the structures in any way, without prior written approval from the Company.

Specifically, no signs, objects, fans, light fixtures, etc. may be hung from the structures, unless specifically engineered by the Company.

General Limited Warranty Terms and Conditions
These limited warranties are effective from the date of sale, or, if assembly is provided by the Company, upon receipt by Company from Purchaser of a completed and signed “Customer Checklist and Sign-off” form.

In its sole discretion, the Company will repair and or/replace defective structures, products or workmanship, or refund that portion of the price related to the defective product, labor, or service rendered.

The Company reserves the right, in cases where certain fabric colors have been discontinued, to offer the Purchaser or Owner a choice of available alternative colors to replace the warranted fabric. The Company does not guarantee that any particular color will be available for any period of time, and reserves the right to discontinue any color for any reason, without recourse by the Purchaser or Owner of the discontinued fabric color.

Should the Purchaser or Owner sell the structures to another party, the warranty cannot be transferred to the new owner without a complete and thorough onsite inspection performed by a Company representative. Please contact the Company at [email protected] for more details. www.usa-shade.com 800-966-5005
AZ: 289388 CA: 989458 LA: 61718 NV: 78724 NV:78724 NM: 383826 TN: 68712 DIR: 1000003533 16) Assembly/Installation:
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26) Assignment: Purchaser may not assign this agreement, by operation of law or otherwise, without the prior written consent of Company. The agreement shall be binding upon and insure to the benefit of the Company and the Purchaser, and their successors and permitted assigns.

Delegation: Subcontractors: The services and the manufacturing and assembly of the structures may be performed by subcontractors under appropriate agreements with the Company.

Force Majeure: Impracticability: The Company shall not be charged with any loss or damage for failure or delay in delivering or assembling of the structures when such failure or delay is due to any cause beyond the control of the Company, due to compliance with governmental regulations or orders, or due to any Acts of God, strikes, lockouts, slowdowns, wars, or shortages in transportation, materials or labor.

Dispute Resolution: Any controversy or claim arising out of or related to this agreement must be settled by binding arbitration administered in Dallas, TX by a single arbitrator selected by the parties or by the American Arbitration Association, and conducted in accordance with the construction industry arbitration rules. Judgment upon the award may be entered in any court having jurisdiction thereof.

Entire Agreement; No Reliance: This agreement represents and contains the entire agreement between the parties. Prior discussion or verbal representations by the parties that are not contained in this agreement are not part of this agreement. Purchaser hereby acknowledges that it has not received or relied upon any statements or representations by Company or its agents which are not expressly stipulated herein, including without limitation any statements as to the structures, warranties, or services provided hereunder.

No Third-Party Beneficiaries: This agreement creates no third-party rights or obligations between Company and any other person, including any Owner who is not also a Purchaser. It is understood and agreed that the parties do not intend that any third party should be a beneficiary of this agreement.

Governing Law: The agreement will be construed and enforced in accordance with the laws of the State of Texas.

If the requested services require Company access to Owner’s premises, Company will be provided access to the Owner’s premises free and clear of debris, automobiles, or other interference Monday ~ Friday during the hours of 8:00am to 6:00pm, and Company will have access to water and electrical facilities during installation. Additional charges will apply if utilities are not easily accessible. Where applicable, all vehicles will be moved prior to Company’s crew beginning any installation.

Company will not be responsible for moving or repairing any underground utility lines such as electrical, telephone, gas, water, or sprinkler lines that may be encountered during installation.

Any additional costs incurred as a result of hard rock conditions requiring extra equipment, utility removal or repair resulting in delay will result in additional charges unless they are detailed on as-built site drawings provided to Company or marked on the ground and communicated to Company in writing prior to fabrication and installation.

Installation/Assembly on-site: Where installation/assembly is part of the services, Purchaser must provide the Company with a detailed drawing prepared by or for the Owner showing exactly where the structures are to be assembled as well as detailing any obstacles or other impediments that may cause the assembly process to be more difficult. Any fixture(s), e.g., playground, pools, etc., that the structures are to be assembled over must also be detailed, along with their peak heights (if applicable).

Site/Use Review by Purchaser: Company relies on the Purchaser to determine that the structures ordered are appropriate and safe for the Owner’s installation site and/or intended use. Company is not responsible for damages or injuries resulting from collisions by moving objects or persons with the structure post(s).

Company can recommend, or supply at additional cost, padding for posts from a third party manufacturer.

Preparatory Work: Where installation/assembly is part of the services and in the event that the foundation or job site is not suitable or ready for assembly to begin on the scheduled day, a Delay of Order notification must be sent to Company at least 4 working days prior, in order to allow Company to reschedule the project. In the event that Company is not notified and incurs an expense in attempting to execute the assembly, a re-mobilization charge may be charged to Purchaser before Company will reschedule the assembly.

Company will notify Purchaser of the scheduled assembly date. Owner agrees to have an owner representative meet the assembly crew at the job site on the scheduled assembly date to verify the exact location where the structure(s) is to be placed.

Labor for the removal, assembly, and/or freight charges will only be covered by Company in instances where the structures supplied and installed by Company are determined by the Company to be defective. In all cases where structures are not installed by Company, all labor for the removal, assembly, and/or freight of the structures will be the Purchaser’s responsibility.

Installation prices are based on a single mobilization charge. If additional mobilizations are required, there will be additional charges. www.usa-shade.com 800-966-5005
AZ: 289388 CA: 989458 LA: 61718 NV: 78724 NV:78724 NM: 383826 TN: 68712 DIR: 1000003533 27)
PURCHASER: SELLER:
4 Creeks Shade Structures, Inc. DBA USA Shade
Signature: Signature:

By: (Print) By: (Print)Kathy Rainey
Title: Title: Regional Sales Manager
Date: Date: 01-30-2024
Electronic Signatures. Each party agrees that the electronic signatures of the parties to this Agreement, whether digital or encrypted, including but not limited to the use of a typed name, are intended to authenticate this writing and to have the same force and effect as manual signatures. Electronic signature means any electronic sound, symbol, or process attached to or logically associated with a record and executed and adopted by a party with the intent to sign such record, including but not limited to typed or email electronic signatures.

Executed to be effective as of the date executed by the Company:

NOTE: FOR ANY PURCHASE EQUAL TO OR EXCEEDING $100,000.00 USD, NO WORK, OTHER THAN PRE-WORK, SHALL BE UNDERTAKEN WITHOUT A MUTUALLY ACCEPTABLE AND SIGNED CONSTRUCTION CONTRACT.

NOTE: All purchase orders and contracts should be drafted in the name of Shade Structures, Inc.
www.usa-shade.com 800-966-5005
AZ: 289388 CA: 989458 LA: 61718 NV: 78724 NV:78724 NM: 383826 TN: 68712 DIR: 1000003533

(35) PLB-102-BZ-ASM-WW-09
$1,195 ea
Subtotal = $41,825.00
+ $3555.13
+ Shipping ($2,460)
Total = $47,840.13
Notes:
- Lead Time ~ 6-8 weeks
- Quote Valid 30 days
- Pricing does not include foundations, installation, contractor markups, etc... - Pre-shipped anchor bolts & templates, 24 hour call ahead, residential and liftgate delivery are available on request - additional charges apply.

Sean Cheney - SCL North
Main - 805.548.0200
Cell - 805.441.0070

Date: Mar 4, 2024 Quote: GBL24-5417-1 Quote

Page 1 ends

GBL Infrastructure Solutions, Inc.

P.O. Box 1360
Brentwood CA 94513
Phone: (925) 240-1566
Fax: (925) 240-9686
From: Ana Murillo
Quoter Ph:

Email: [email protected]
Project VISCAYA PARK
Location DINUBA CA
Quote GBL24-5417-1
Thank you for your support! Ana Murillo Page 1/1
To: For
ESTIMATING Bid Date Mar 4, 2024
Expires Apr 3, 2024
QTY Type MFG Price UQ ExtPrice
10 POLE TYPE 1
10 10
10 POLE TYPE 2
10 10
1 Part
RW700- RETROFLEX SOLAR LED OFF-GRID
SYSTEM 100W ADJUSTABLE SQUARE HEAD LED
16200 LUMENS, TYPE4
26' RW POLE KIT STRAIGHT ALUMINUM POLE 5"
OD, FLANGE, 6' STRAIGHT ARM AND 11" BASE
COVER
NEW INSTALL KIT INCLUDES: FOUR J-BOLTS 18"X1"
EIGHT 1" WASHERS AND NUTS, AND CLEARWORLD

BOLT PATTERN W/ MOTION SENSORS
RW400 RETROFLEX SOLAR LED OFF-GRID SYSTEM
60W LED, GOBO-L - TYPE 4
26' RW POLE KIT STRAIGHT ALUMINUM POLE 5"
OD, FLANGE, 6' TAPERED ARM AND 24" VINTAGE

BASE COVER
NEW INSTALL KIT INCLUDES: FOUR J-BOLTS 18"X1"
EIGHT 1" WASHERS AND NUTS
ESTIMATED TAX $17,340.00 $17,340.00
1 VALMONT TOTAL $204,000.00 $204,000.00
Total: $221,340.00
Notes:

GBL #20369

FREIGHT ALLOWED
LEAD TIME: 14-16 WEEKS, ARO & APPROVED DRAWINGS.

SIZED PER CUSTOMER
PRICE IS GOOD FOR 30 DAYS, SUBJECT TO VALMONT'S TERMS AND CONDITIONS.

PAYMENT TERMS: NET 30
Terms and conditions of sale:

NO TAXES ARE INCLUDED UNLESS OTHERWISE NOTED
Mfg Terms:

Freight
Allowance
Minimum
Order
VALMO Valmont

Dinuba City of
Attn: Stephanie Hurtado
1390 E. Elizabeth Way
Dinuba, CA 93618
Phone: 559-591-5940 Ext. 104
[email protected]
Ship to Zip 93618
Quantity Part # Description Unit Price Amount
1 RDU GameTime - FT22202 Summer FunAppropriate for ages 13 years and older$73,475.00 $73,475.00 Contract: OMNIA #2017001134 Sub Total $73,475.00
Discount ($11,256.28)
Freight $4,805.97
Tax $5,288.59
Total $72,313.28
Comments
OMNIA Partners f/n/a USC Contract #2017001134 Vendor #121531 Please supply your OMNIA registration # or Federal Tax ID #: ________________ Shipping to Dinuba, CA 93618.

Safety surfacing and installation are not included in this proposal.

CUSTOMER IS RESPONSIBLE FOR OFF-LOADING OF EQUIPMENT FROM DELIVERY TRUCK.

Please note: The sales tax rate shown on the quote is determinant on the final end use locaon, which is 405 E. El Monte Way, Dinuba, CA 93618. Any variaon will result in a review of the appropriate tax rate, which will be applied to your final order.

CHOOSE YOUR COLOR SCHEME: IT IS VERY IMPORTANT THAT YOU CHOOSE A COLOR SCHEME FOR YOUR MODULAR PLAYGROUND UNIT AT TIME OF ORDER. PLEASE SELECT FROM ONE OF THE MANY "PLAY PALETTES" LISTED IN THE BACK OF THE GAMETIME CATALOG OR ON OUR WEBSITE: www.gametime.com. INDICATE YOUR SELECTION BELOW.

GAMETIME PLAY PALETTE: ___________________________
NOTE: COLOR SELECTION FOR ALL OTHER EQUIPMENT SHOULD BE ENTERED IN THE SPACE PROVIDED UNDER THAT SPECIFIC ITEM.

C/O MRC
PO Box 225250
San Francisco, CA 94122
Ph: 800-235-2440
Em: [email protected]
Web: www.mrcrec.com
02/29/2024
Quote #
112514-04-01
CA Dinuba City of Viscaya Park GTFit Page 1 of 2
This quotation is subject to policies in the current GAMETIME PARK & PLAYGROUND CATALOG and the following terms and conditions. Our quotation is based on shipment of all items at one time to a single destination, unless noted, and changes are subject to price adjustment.

PRICING / PAYMENT: Pricing f.o.b. factory, firm for 30 days from date of quotation. Payment terms: Purchase order made payable to GameTime.

TAXES: State and local taxes, if applicable, will be added at time of invoicing unless a tax exempt certificate is provided at the time of order entry.

FREIGHT/SHIPMENT: Freight charges: Prepaid and added at time of invoicing. Shipment: order shall ship within 10-12 Weeks after GAMETIME'S receipt and acceptance of your PURCHASE ORDER, signed quotation and color selections. Some products may require longer lead times.

Consult with your Sales Representative for any extended lead times that may apply to your order.

Sales Representative: Jenn Peterson/es
Acceptance of quotation: (ALL INFORMATION REQUIRED)
Accepted By (printed): ________________________________ P.O. No: ___________________________________ Signature: _____________________________________________ Date: ______________________________________ Title: __________________________________________________ Phone: _____________________________________ Email:_________________________________________________ Facsimilie: _________________________________ Purchase Amount: $72,313.28
Order Information: (ALL INFORMATION REQUIRED)
Bill To: ________________________________________________ Ship To: ____________________________________ Bill To Contact: ________________________________________ Ship To Contact: ___________________________ Bill To Email:___________________________________________ Ship To Email: ______________________________ Bill To Phone: _________________________________________ Ship To Phone: (Office):______________________ (Cell):________________________
Bill to Address: _________________________________________ Ship To Address: _____________________________ Bill To City, State, Zip: __________________________________ Ship To City, State, Zip: ________________________ SALES TAX EXEMPTION CERTIFICATE #:_____________________________________________ (PLEASE PROVIDE A COPY OF CERTIFICATE)

C/O MRC
PO Box 225250
San Francisco, CA 94122
Ph: 800-235-2440
Em: [email protected]
Web: www.mrcrec.com
02/29/2024
Quote #
112514-04-01
CA Dinuba City of Viscaya Park GTFit Page 2 of 2

Highland Products Group/The Park Catalog
931 Village Blvd Ste 905-354
West Palm Beach, FL 33409
Phone : 561-620-7878
Email : [email protected]
Bill to:

Emma Laplante
4 creeks -City of Dinuba
1088 E Kamm Ave
Dinuba, California, 93618
United States
T: 559-802-3052
C: 530-306-5233
Ship to:

Emma Laplante
4 creeks -City of Dinuba
1088 E Kamm Ave
Dinuba, California, 93618
United States
T: 559-802-3052
C: 530-306-5233
Quote Proposal
Date of Proposal
Proposal valid until
102147
Feb 14, 2024
Mar 14, 2024 ( 29 days )
Sales Rep: Carrie Georgopoulos
[email protected]
This quote comes with our BEST PRICE GUARANTEE! If we are not your lowest delivered quote for equivalent product, we will BEAT it! (Exclusions may apply)
Product Image Product Name Item # QTY Price Your Price Discount Subtotal 8-Ft. Heavy Duty Rectangular ADA
Picnic Table,Color=Black,Pattern
Type=Expanded Metal,Style=Double
Overhang
543-6012-2-14 3 $1,083.00 $840.00 $243.00 $2,520.00
8-Ft. Heavy Duty Rectangular Picnic
Table,Color=Black,Pattern
Type=Expanded Metal,Hole
Option=Without Umbrella
Hole,Mounting Option=Portable Mount
543-6006-111 17 $1,117.00 $865.00 $252.00 $14,705.00
5 Bike Sonic Wave Rack (2 3/8" HeavyDuty),Color=Traffic Black,Mounting Option=Surface Mount
536-1408-1-12 3 $390.00 $218.00 $172.00 $654.00
DOGIPOT Pet Station with Aluminum
Receptacle
135-1003 1 $496.00 $496.00 $0.00 $496.00
free freight
320 Sq. Premium Park Grill,Mount
Type=In-Ground Mount Base,Shelf
Option=No Shelf
136-1069-2094792 2 $344.00 $285.00 $59.00 $570.00
Adjustment Quote
Subtotal
Shipping & Handling
Tax
Grand Total
-$5,647.00
$18,945.00
$3,658.97
$1,921.36
$24,525.33
- THIS QUOTE COMES WITH A BEST PRICE GUARANTEE -

TERMS & CONDITIONS
SHIPPING:

All merchandise is sold F.O.B. Deliveries are made during normal business hours, 8am - 4pm Monday - Friday. Unless otherwise noted, shipping charges include standard delivery only. Standard shipping charges are for Tailgate delivery to any commercial location on a commercial truck route; the truck driver is under no obligation to help you unload. If you are unable to accept a shipment via this method, you must purchase additional services. • Additional Services - Residential Delivery, Limited Access Delivery, Construction Site Delivery, Liftgate Service, Inside Delivery, Notify Before Delivery. • Service Discrepancies - If there is a discrepancy in the services requested and the minimum services required to deliver the product, The Park Catalog reserves the right to charge the customer for any necessary additional services provided at the time of delivery. • Inspection of Shipments - It is the customer’s responsibility to inspect all deliveries for possible damage, correct quantities and to note any discrepancies on the freight bill PRIOR to signing the delivery receipt provided by the driver. All claims MUST be recorded on the delivery receipt and reported within 48 hours of delivery. The Park Catalog does NOT GUARANTEE replacement parts or products FREE of charge due to concealed or unreported damages. • Assembly May Be Required - Many of our products are shipped unassembled in order to minimize damage and lower freight charges.

CANCELLATIONS:

All cancellations must be done prior to shipping. Made-to-Order items already in production may not be cancelled.

RETURNS:

We will accept returns of unused products, up to 30 days from the shipping date, subject to ALL of the following terms and conditions:
• Approval - Written approval and instructions must be issued by our Customer Service Department before any merchandise can be returned. • Shipping Returns - All merchandise must be returned in its original packaging, freight Prepaid. No Collect shipments are accepted. • Re-Stocking & Shipping Fees - The customer is responsible for a minimum 25% re-stocking fee and all related shipping charges on product returned for reasons other than damage or defect. Original shipping charges will not be refunded. • Web-Orders - For online orders, The Park Catalog is not responsible if the customer orders incorrect product or colors. All return and restock fees apply. • Made-to-Order or Personalized - These items are not returnable unless a defect in manufacturing is presented to us with pictures prior to return. • Force Majeure: No Party to this Agreement shall be responsible for any delays or failure to perform any obligation under this Agreement due to acts of God, outbreaks, epidemic/pandemic or the spreading of disease or contagion strikes or other disturbances, including, without limitation, war, insurrection, embargoes, governmental restrictions, acts of governments or governmental authorities, and any other cause beyond the control of such party. During an event of force majeure, the Parties' duty to perform obligations shall be suspended.

To accept this proposal please Sign Here: ______________________________________________________________________ Date: ____________________

City Council Staff Report
Department: ENGINEER/PLANNING March 12, 2024
To: Mayor and City Council
From: Jason Watts, City Engineer
Subject: Stop Warrant Analysis for Various Intersections (JW)

RECOMMENDATION
Council to receive informational report on traffic warrant analysis prepared for various intersections, and take the following action:

1. Adopt Resolution No. 2024-07 authorizing the installation of stop signs at the intersection of Tulare Street and Uruapan Drive.

EXECUTIVE SUMMARY
The City Engineer was tasked with preparing a traffic warrant analysis for five (5) intersections to determine if stop signs or other traffic control measures were warranted. During the analysis process, it was determined that stop signs were warranted at the intersection of Tulare Street and Uruapan Drive. All other intersections evaluated did not meet warrants for stop signs.

OUTSTANDING ISSUES
None.

DISCUSSION
The City Engineer conducted a traffic warrant analysis for five (5) intersections throughout the community. These intersections were selected based on concerns related to speeding, visibility and accidents.

The intersections evaluated include:

1. Nebraska Avenue and Lincoln Avenue

2. Tulare Street and O Street

3. Lincoln Avenue and Linzmeier Avenue

4. Tulare Street and Uruapan Drive

5. Nebraska Avenue and Euclid Avenue
Per the Manual on Uniform Traffic Control Devices (MUTCD), a traffic warrant is a condition that an intersection must meet to justify installation of a multi-way stop sign or traffic signal. The traffic engineer analyzes vehicle traffic volume, pedestrian activity, intersection crash history, and the physical environment to determine whether or not the intersection warrants a traffic control signal.

The following items are considered in the engineering study for a multi-way stop sign installation:

1. Five or more reported crashes in a 12-month period that are susceptible to correction by a multi-way stop installation.

2. Minimum traffic and pedestrian volumes entering the intersection.

3. Optional Criteria
The need to control left turn conflicts.

The need to control vehicle/pedestrian conflicts near locations that generate high pedestrian volumes.

Locations where a road user, after stopping, cannot see conflicting traffic and is not able to negotiate the intersection unless conflicting traffic is also required to stop.

An intersection of two residential neighborhood collector (through) streets of similar design and operating characteristics where multi-way stop control would improve traffic operational characteristics of the intersection.

Provided below is a quick synopsis of each intersection analyzed with recommendations.

Intersection of Lincoln Avenue and Nebraska Avenue (Attachment B) Eastbound average speed: 43 mph (85th percentile: 50 mph) Westbound average speed: 45 mph (85th percentile: 52 mph) Pedestrian AM Peak: 2; PM Peak:5
Bicyclists AM Peak: 0; PM Peak: 1
Vehicles AM Peak: 491; PM Peak: 470
Crashes = 2 in 12-months; 3 in 5 years
Does not warrant a multi-way stop
Recommendation: Remove parking and paint the curb along the south side of Nebraska Avenue red to improve visibility. Although the report does not state adding police enforcement, adding a police presence can help with the speeding concerns.

Intersection of Tulare Street and O Street (Attachment C) Tulare Street posted speed: 25 mph
O Street prima facie (default speed) speed: 25 mph
Pedestrian AM Peak: 9; PM Peak: 17
Bicyclists AM Peak: 0; PM Peak: 1
Vehicles AM Peak: 339; PM Peak: 470
Crashes = 3 in 12-months; 6 in 5 years
Does not warrant a multi-way stop.

Recommendation: Install bulb-out curb returns and ADA ramps.

Intersection of Lincoln Avenue and Linzmeier Drive (Attachment D) Northbound average speed: 25 mph (85th percentile: 29 mph) Southbound average speed: 26 mph (85th percentile: 31 mph) Pedestrian AM Peak: 16; PM Peak: 10
Bicyclists AM Peak: 0; PM Peak: 1
Vehicles AM Peak: 242; PM Peak: 206
Crashes = 0; Only a DUI reported during 2018-2022
Does not warrant a multi-way stop.

Recommendation: Update striping and signage; Install RRFB's (Rectangular Rapid Flashing Beacons).

Intersection of Tulare Street and Uruapan Drive (Attachment E) Eastbound average speed 24 mph (85th percentile: 29 mph) Westbound average speed 24 mph (85th percentile: 29 mph) Pedestrian AM Peak: 41; PM Peak: 50
Bicyclists AM Peak: 0; PM Peak: 3
Vehicles AM Peak: 495; PM Peak: 599
Crashes = 5 in 12-months; 11 in 5 years
Does warrant a multi-way stop.

Recommendation: Install a multi-way stop with curb bulb-outs and ADA ramps.

Intersection of Nebraska Avenue and Euclid Avenue (Attachment F) Eastbound average speed 37 mph (85th percentile: 46 mph) Westbound average speed 39 mph (85th percentile: 49 mph) Pedestrian AM Peak: 1; PM Peak: 6
Bicyclists AM Peak: 0; PM Peak: 0
Vehicles AM Peak: 800; PM Peak: 643
Crashes = 1 in 5 years
Does not warrant a multi-way stop.

Recommendation: Remove parking and paint the curb along the southside of Nebraska Avenue red to improve visibility. Although the report does not state adding police enforcement, adding a police presence can help with the speeding concerns.

The only intersection that warranted a multi-way stop based on the criteria of the CA MUTCD was Tulare Avenue and Uruapan Drive due to the 5 crashes in 12-months and the minimum volume on the major street meeting the required threshold. The other intersections that were studied can be improved by implementing various other traffic enhancements in order to increase safety at the intersections.

The installation of a stop sign does not absolve the City from potential liability. The City is exposed to liability whether or not stop signs are installed at a particular intersection. A stop sign is a useful regulatory traffic control device that directs motorists to stop at all times before proceeding through an intersection. A fully justified and properly installed stop sign can facilitate traffic movement, effectively assign right-of-way, reduce vehicle delay and decrease accidents. A stop sign is not a cure-all and is not a substitute for other potential traffic control devices.

Staff is recommending a multi-way stop sign installation at the intersection. As delineated in Dinuba's City Ordinance, stop signs can be installed by City Council through an accepted resolution which is provided as Attachment 'A'.

FISCAL IMPACT
The cost of materials to install the stop sign.

PUBLIC HEARING
None
ATTACHMENTS:

Description
A. Resolution 2024-07
B. Lincoln Avenue and Nebraska Avenue Report
C. Tulare Avenue and O Street Report
D. Lincoln Avenue and Linzmeier Drive Report
E. Tulare Avenue and Uruapan Drive Report
F. Nebraska Avenue and Euclid Avenue Report

Page 1 of 1 ends

RESOLUTION NO. 2024-07

A RESOLUTION OF THE CITY COUNCIL
OF THE CITY OF DINUBA AUTHORIZING THE INSTALLATION OF FOUR (4) STOP SIGNS AT

THE INTERSECTION OF TULARE STREET AND URUAPAN DRIVE
WHEREAS, the City of Dinuba (the “City”) has the authority by charter and ordinance to establish street control signs, including stop signs, for citizen safety and traffic control; and WHEREAS, the Uniform Manual on Traffic Control gives direction on the justification and specifications for the placement of street control signs; and WHEREAS, City Staff has received complaints from the public relating to near misses and crashes at the subject intersection; and

WHEREAS, City Council stop sign authorizations are supported by criteria established in the California Manual of Uniform Traffic Control Devices and documented in reports prepared and recommended by the City Engineer; and
WHEREAS City staff recommends installing four (4) stop signs at the intersection of Tulare Street and Uruapan Drive to convert the intersection to a 4-way stop controlled intersection.

NOW, THEREFORE, BE IT RESOLVED that the City Council of Dinuba hereby takes the following actions:

1. The above recitals are true and correct and are adopted as the findings of the City Council.

2. The provisions of this Resolution are severable and if any provision, clause, sentence, word or part thereof is held illegal, invalid, unconstitutional, or inapplicable to any person or circumstances, such illegality, invalidity, unconstitutionality, or inapplicability shall not affect or impair any of the remaining provisions, clauses, sentences, sections, words or parts thereof of the Resolution or their applicability to other persons or circumstances.

3. That the City Clerk shall certify to the adoption of this Resolution and that the same shall be in full force and effect.

IN WITNESS THEREOF, I, Maribel Reynosa, Mayor of the City of Dinuba have hereunto set my hand and caused the great seal of the City of Dinuba to be affixed, on this _____ day of ____________________ two-thousand-twenty-four.

PASSED AND ADOPTED this ___ day of _______________, 20_____ by the following vote:

AYES: COUNCIL MEMBERS:

NOES: COUNCIL MEMBERS:

ABSTAIN: COUNCIL MEMBERS:

ABSENT: COUNCIL MEMBERS:
________________________________
Mayor
ATTEST:
______________________________
Maria Alaniz, City Clerk
0 Phone: 559-802-3052
Email: [email protected]
324 S. SANTA FE STREET, SUITE A
VISALIA, CA 93292
Nebraska Avenue and Lincoln Avenue
City of Dinuba, CA
October 2, 2023

MULTI-WAY STOP

WARRANT ANALYSIS
www.4-creeks.com
1 Multi-Way Stop Warrant – Nebraska and
Lincoln Avenues
Overview
The City of Dinuba has requested 4Creeks to conduct a multi-way stop warrant analysis at the intersection of Nebraska Avenue and Lincoln Avenue. This analysis evaluated existing traffic volumes, crash history, and existing traffic conditions. This study has been conducted in accordance with the latest version of the California Manual on Uniform Traffic Control Devices (CA MUTCD).

Existing Conditions
The studied intersection is currently a three-legged intersection with a stop sign on the minor road (Lincoln Avenue) approach. Nebraska Avenue is an arterial street with one lane in each direction with a posted speed limit of 45 mph. On-street parking is allowed on the south side of Nebraska Avenue; however, truck parking is prohibited. Lincoln Avenue has one lane in each direction, on-street parking, and a posted speed limit of 25 mph. Lincoln Avenue is a collector street with Class III bike routes. Trucks over five tons are prohibited on Lincoln Avenue. The studied intersection is mainly in a single-family residential zone with the First Baptist Church located on the southwest corner. The northwest quadrant is zoned Community Commercial; however, the north side of Nebraska Avenue is existing agriculture.

Data Collection
Existing weekday traffic volume counts (including vehicle, truck, pedestrian, and bicycles) were taken at the studied intersection by Metro Traffic Data, Inc. on Thursday, January 26, 2023, for a 24-hour period. Metro Traffic Data also conducted a speed survey on Nebraska Avenue on the same day. The collected traffic data, including count data and speed survey, can be found in Attachment A.

The traffic data indicates a total of 4,729 vehicles per day at the studied intersection. The morning and afternoon peak hours are 7 a.m. to 8 a.m. and 3 p.m. to 4 p.m. with 491 and 470 total vehicles entering the intersection each hour, respectively. There was a total of 78 trucks per day at the studied intersection; 57 of which were traveling on Nebraska Avenue. www.4-creeks.com
2 The traffic data indicates a total of six bicycles and 32 pedestrians per day entering the studied intersection. There were no bicyclists in the a.m. peak hour and only one bicyclist in the p.m. peak hour. There were two pedestrians crossing the south crosswalk in the a.m. peak hour and five pedestrians in the p.m. peak hour: one crossing north crosswalk, two crossing the south crosswalk, and two crossing the east crosswalk.

The speed survey indicates the 85th-percentile speed (the speed at or below which 85 percent of drivers are traveling on a roadway segment) on Nebraska Avenue is 51 mph while the average speed is 44 mph. The posted speed limit on Nebraska Avenue is 45 mph.

Crash History
The crash records for the studied intersection were obtained from the City of Dinuba Police Department for the period of 2017 to 2022. During this time, there were three crashes in total at the subject intersection: one in 2019 and two in 2021. Crash data provided is included in Attachment B.

Multi-Way Stop Warrant Methodology
Per the CA MUTCD, Section 2B.07, Multi-Way Stop Applications, the following criteria should be considered in the engineering study for a multi-way stop sign installation:

A. Where traffic control signals are justified, the multi-way stop is an interim measure that can be installed quickly to control traffic while arrangements are being made for the installation of the traffic control signal.

B. Five or more reported crashes in a 12-month period that are susceptible to correction by a multi-way stop installation. Such crashes include right-turn and leftturn collisions as well as right-angle collisions.

C. Minimum volumes:

1. The vehicular volume entering the intersection from the major street approaches (total of both approaches) averages at least 300 vehicles per hour for any 8 hours of an average day; and

2. The combined vehicular, pedestrian, and bicycle volume entering the intersection from the minor street approaches (total of both approaches) averages at least 200 units per hour for the same 8 hours, with an average delay to minor-street vehicular traffic of at least 30 seconds per vehicle during the highest hour; but
www.4-creeks.com
3 3. If the 85th-percentile approach speed of the major-street traffic exceeds 40 mph, the minimum vehicular volume warrants are 70 percent of the values provided in Items 1 and 2.

D. Where no single criterion is satisfied, but where Criteria B, C.1, and C.2 are all satisfied to 80 percent of the minimum values. Criterion C.3 is excluded from this condition.

Option:

Other criteria that may be considered in an engineering study include:

A. The need to control left turn conflicts;
B. The need to control vehicle/pedestrian conflicts near locations that generate high pedestrian volumes;
C. Locations where a road user, after stopping, cannot see conflicting traffic and is not able to negotiate the intersection unless conflicting traffic is also required to stop; and
D. An intersection of two residential neighborhood collector (through) streets of similar design and operating characteristics where multi-way stop control would improve traffic operational characteristics of the intersection.

Criterion A – Interim Measure
The installation of a traffic control signal is not currently planned at this intersection; therefore, Criterion A shown above is not applicable.

Criterion B - Crash History
Based on the crash data provided by the City of Dinuba Police Department, there were only three crashes in total at the subject intersection: one in 2019 and two in 2021. The most crashes that occurred in a 12-month period at the Nebraska Avenue/Lincoln Avenue intersection is two.

Thus, Criterion B is not met.

Criterion C - Traffic Volume
For a multi-way stop to be warranted based on the volume criteria in the CA MUTCD, Nebraska Avenue (major street) would need to average a minimum of 300 vehicles per hour for any eight hours. In addition, Lincoln Avenue (minor street) would need an average combined vehicular, pedestrian, and bicycle volume of 200 units or more in the same 8-hour period. www.4-creeks.com
4 Based on the data taken, the eight peak hours are from 7 a.m. to 9 a.m., 11 a.m. to 12 p.m., and 2 p.m. to 7 p.m. The average volume entering the intersection from Nebraska Avenue was 332 and the average combined vehicular, pedestrian, and bicycle volume entering from Lincoln Avenue was 39. To also meet Criterion C2, in addition to the volume requirements, the average delay to minor street vehicle traffic must be at least 30 seconds per vehicle during the highest hour. Based on the data taken (see Attachment A), the average delay during the a.m. peak hour for the northbound approach was 9 seconds. During the p.m. peak hour, the average delay for the northbound approach was 10 seconds. The average during the highest hour does not meet the requirement. Even though the major street (Nebraska Avenue) met the 300 vehicle minimum volume requirements, the minor street (Lincoln Avenue) did not meet the 200 unit minimum or the delay requirements. Therefore, Criteria C.1 and C.2 were not met.

The major street (Nebraska Avenue) has an 85th-percentile speed of 51 mph and a posted speed limit of 45 mph. Since the 85th-percentile speed exceeds 40 mph, the intersection meets Criterion C.3 to reduce the minimum vehicular volume thresholds to 70 percent of the values indicated in Criteria C.1 and C.2. While the major street (Nebraska Avenue) met the 210 vehicle minimum volume requirements, the minor street (Lincoln Avenue) did not meet the 140 unit minimum.

Since Criteria C.1, C.2, and C.3 were not met, a multi-way stop is not warranted based on Criteria C.

Criterion D - Combination Warrant
The combination warrant only applies when none of the above criteria are met but the crash and minimum volume criteria can all be satisfied to 80 percent of the minimum values. This would require four crashes in a 12-month period; 240 vehicles per hour on the major street for eight hours; and 160 vehicles, pedestrians, and bicycles per hour on the minor street during the same eight hours. The total crashes and minor street volume still do not meet the 80 percent requirements. Therefore, Criterion D is not met.

Optional Warrants
The following four are optional warrants that the CA MUTCD outlines that when the above warrants are not met, can be used as justification in conjunction with engineering judgment. www.4-creeks.com
5 Left-Turn Conflicts
This optional warrant is intended to control conflicts between left-turning traffic on the major street with oncoming through traffic. Given the low crash history, as well as low volumes, there is no evidence of a left-turn conflict. Therefore, this optional warrant is not met.

Vehicle/Pedestrians Conflict
This warrant addresses pedestrian and vehicle conflicts in high pedestrian areas. There were 32 pedestrians in a 24-hour period with two pedestrians crossing the north crosswalk, 27 crossing the south crosswalk, and three crossing the east crosswalk. Given the low pedestrian volume, as well as no reported vehicle/pedestrian crashes at this intersection within the study period, there is no evidence of the need to control vehicle/pedestrian conflicts. Therefore, this optional warrant is not met.

Visibility
When an intersection does not have stop controls, a clear line of sight needs to be maintained between the driver on the minor road (Lincoln Avenue) and the driver on the major road (Nebraska Avenue). Adequate time is needed for the stopped vehicle on the minor street to either turn left, right, or cross all travel lanes without radically altering the speed of traffic on the major street. Corner sight distance was evaluated based on the criteria contained in the California Department of Transportation’s (Caltrans') Highway Design Manual, 7th Edition, 2019.

Recommended sight distances for public streets are based on corner sight distance and the approach speed of the major street. As previously noted, Nebraska Avenue has a posted speed limit of 45 mph. The minimum corner sight distance (feet) should be determined by the equation:

Results and Conclusions
The result of the multi-way stop warrant analysis indicates a multi-way stop is not warranted based on the criteria set by the CA MUTCD. The optional warrant concerning visibility could be considered met under existing conditions and could be considered justification for installing a multi-way stop control. However, removing parking on the south side of Nebraska Avenue could improve sight distance. The amount of parking that is recommended to be removed and painted red is a minimum of 230 feet on the southwest side and 165 feet on the southeast side of Nebraska Avenue.

Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Vehicles)
Hanford, CA 93230
Prepared For:
800-975-6938 Phone/Fax 4-Creeks, Inc.
www.metrotrafficdata.com 324 S Santa Fe St
Visalia, CA 93292

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
TOTALS Truck
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles % 12:00 AM to 12:15 AM 0 0 0 1 0 0 0 0 0 0 0 0 3 1 0 0 0 0 0 0 5 0% 17 12:15 AM to 12:30 AM 0 0 0 1 0 0 0 0 0 0 0 0 2 0 0 0 1 1 0 0 5 0% 15 12:30 AM to 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 0 1 0 0 6 0% 17 12:45 AM to 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 0% 13 1:00 AM to 1:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 2 0 0 3 0% 12 1:15 AM to 1:30 AM 0 1 0 0 0 0 0 0 0 0 0 0 4 1 0 0 0 1 0 0 7 0% 11 1:30 AM to 1:45 AM 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 2 0% 6 1:45 AM to 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0% 4 2:00 AM to 2:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 2 0% 4 2:15 AM to 2:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 2 0% 3 2:30 AM to 2:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0% 4 2:45 AM to 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0% 5 3:00 AM to 3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 0% 7 3:15 AM to 3:30 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 3 0% 11 3:30 AM to 3:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 0% 16 3:45 AM to 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0% 20 4:00 AM to 4:15 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 5 0% 28 4:15 AM to 4:30 AM 0 1 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 5 0 0 8 0% 35 4:30 AM to 4:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 0% 43 4:45 AM to 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 9 0 0 10 0% 56 5:00 AM to 5:15 AM 0 4 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 5 0 0 12 0% 73 5:15 AM to 5:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 6 1 0 0 0 9 0 0 16 0% 94 5:30 AM to 5:45 AM 0 1 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 11 0 1 18 6% 129 5:45 AM to 6:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 7 0 0 0 0 19 0 0 27 0% 183 6:00 AM to 6:15 AM 0 3 0 2 0 0 0 0 0 0 0 0 8 0 0 0 0 20 0 0 33 0% 237 6:15 AM to 6:30 AM 0 1 0 1 0 0 0 0 1 0 0 0 23 0 1 0 1 24 0 0 51 2% 268 6:30 AM to 6:45 AM 0 4 0 1 0 0 0 0 0 0 0 0 37 3 0 0 1 26 0 0 72 0% 310 6:45 AM to 7:00 AM 0 3 0 2 0 0 0 0 0 0 0 0 38 0 1 0 0 38 0 1 81 2% 385 7:00 AM to 7:15 AM 0 6 0 4 3 0 0 0 0 0 0 0 29 2 0 0 0 23 0 0 64 5% 463 7:15 AM to 7:30 AM 0 6 0 6 0 0 0 0 0 0 0 0 48 1 1 0 5 27 0 1 93 2% 491 7:30 AM to 7:45 AM 1 13 0 3 1 0 0 0 0 0 0 0 88 1 0 0 1 40 0 0 147 1% 471 7:45 AM to 8:00 AM 0 11 0 6 1 0 0 0 0 0 0 0 72 7 0 0 2 61 0 1 159 1% 376 Lincoln Ave @ Nebraska Ave
Tulare
Thursday, January 26, 2023

36.56019
-119.3883593
Westbound
Clear
Time
Northbound Southbound Eastbound

ATTACHMENT A
8:00 AM to 8:15 AM 0 3 0 3 0 0 0 0 0 0 0 0 34 2 1 0 2 48 0 0 92 1% 265 8:15 AM to 8:30 AM 0 12 0 2 1 0 0 0 0 0 0 0 26 3 0 0 2 28 0 0 73 1% 220 8:30 AM to 8:45 AM 0 1 0 0 0 0 0 0 0 0 0 0 22 2 1 0 1 26 0 0 52 2% 205 8:45 AM to 9:00 AM 0 6 0 1 1 0 0 0 0 0 0 0 19 3 3 0 0 19 0 0 48 8% 194 9:00 AM to 9:15 AM 0 3 0 0 0 0 0 0 0 0 0 0 16 4 0 0 0 24 0 3 47 6% 202 9:15 AM to 9:30 AM 0 8 0 4 1 0 0 0 0 0 0 0 22 2 2 0 0 22 0 0 58 5% 188 9:30 AM to 9:45 AM 0 3 0 0 0 0 0 0 0 0 0 0 16 2 0 0 1 19 0 1 41 2% 165 9:45 AM to 10:00 AM 0 1 0 1 0 0 0 0 0 0 0 0 29 3 1 0 1 21 0 0 56 2% 164 10:00 AM to 10:15 AM 0 4 0 1 0 0 0 0 0 0 0 0 13 0 0 0 1 14 0 0 33 0% 153 10:15 AM to 10:30 AM 0 2 0 1 1 0 0 0 0 0 0 0 13 2 0 0 0 17 0 0 35 3% 184 10:30 AM to 10:45 AM 0 2 0 1 0 0 0 0 0 0 0 0 20 1 0 0 1 14 1 0 40 0% 210 10:45 AM to 11:00 AM 0 4 0 3 0 0 0 0 0 0 0 0 17 3 0 0 0 18 0 1 45 2% 233 11:00 AM to 11:15 AM 0 4 0 1 0 0 0 0 0 0 0 0 27 6 3 0 2 24 0 1 64 6% 240 11:15 AM to 11:30 AM 0 3 0 3 1 0 0 0 0 0 0 0 25 2 2 0 3 25 0 1 61 7% 241 11:30 AM to 11:45 AM 0 3 0 1 0 0 0 0 0 0 0 0 26 3 0 0 4 26 0 1 63 2% 226 11:45 AM to 12:00 PM 0 2 0 3 1 0 0 0 0 0 0 0 21 1 0 0 3 22 0 0 52 2% 216 12:00 PM to 12:15 PM 0 3 0 2 0 0 0 0 0 0 0 0 30 4 0 0 5 21 0 0 65 0% 210 12:15 PM to 12:30 PM 0 2 0 2 1 0 0 0 0 0 0 0 17 2 0 0 1 22 0 2 46 7% 200 12:30 PM to 12:45 PM 0 6 0 1 0 0 0 0 0 0 0 0 18 4 0 0 1 23 0 0 53 0% 201 12:45 PM to 1:00 PM 0 5 0 2 0 0 0 0 0 0 0 0 18 3 0 0 1 17 0 0 46 0% 211 1:00 PM to 1:15 PM 0 4 0 1 0 0 0 0 0 0 0 0 19 6 0 0 2 23 0 1 55 2% 227 1:15 PM to 1:30 PM 0 4 0 1 0 0 0 0 0 0 0 0 22 2 0 0 3 15 0 0 47 0% 244 1:30 PM to 1:45 PM 0 2 0 3 1 0 0 0 0 0 0 0 23 2 0 0 2 31 0 1 63 3% 291 1:45 PM to 2:00 PM 0 3 0 4 1 0 0 0 0 0 0 0 28 4 0 0 1 22 0 0 62 2% 332 2:00 PM to 2:15 PM 0 9 0 1 0 0 0 0 0 0 0 0 31 8 0 0 3 20 0 1 72 1% 367 2:15 PM to 2:30 PM 0 7 0 5 1 0 0 0 0 0 0 0 36 2 1 0 5 39 0 2 94 4% 449 2:30 PM to 2:45 PM 0 5 0 2 0 0 0 0 0 0 0 0 35 3 2 0 2 57 0 0 104 2% 465 2:45 PM to 3:00 PM 0 9 0 2 0 0 0 0 0 0 0 0 42 6 1 0 2 36 0 1 97 2% 463 3:00 PM to 3:15 PM 0 9 0 2 0 0 0 0 0 0 0 0 73 6 1 0 1 63 0 1 154 1% 470 3:15 PM to 3:30 PM 0 5 0 4 0 0 0 0 0 0 0 0 36 7 0 0 4 54 0 1 110 1% 416 3:30 PM to 3:45 PM 0 2 0 3 1 0 0 0 0 0 0 0 34 5 1 0 3 55 0 1 102 3% 399 3:45 PM to 4:00 PM 0 6 0 1 2 0 0 0 0 0 0 0 50 9 1 0 1 37 0 2 104 5% 399 4:00 PM to 4:15 PM 0 4 0 2 0 0 0 0 0 0 0 0 39 7 1 0 2 46 0 1 100 2% 399 4:15 PM to 4:30 PM 0 2 0 3 0 0 0 0 0 0 0 0 38 7 0 0 1 42 0 0 93 0% 420 4:30 PM to 4:45 PM 0 4 0 4 1 0 0 0 0 0 0 0 54 4 0 0 6 30 0 0 102 1% 433 4:45 PM to 5:00 PM 0 3 0 1 0 0 0 0 0 0 1 0 49 8 0 0 4 38 0 0 104 0% 428 5:00 PM to 5:15 PM 0 8 0 7 0 0 0 0 0 0 0 0 48 9 0 0 4 45 0 0 121 0% 438 5:15 PM to 5:30 PM 0 4 0 3 0 0 0 0 0 0 0 0 45 7 0 0 3 44 0 0 106 0% 390 5:30 PM to 5:45 PM 0 7 0 3 1 0 0 0 0 0 0 0 46 7 0 0 2 32 0 0 97 1% 363 5:45 PM to 6:00 PM 0 2 0 1 0 0 0 0 0 0 0 0 65 10 0 0 2 34 0 1 114 1% 332 6:00 PM to 6:15 PM 0 5 0 0 0 0 0 0 0 0 0 0 31 4 0 0 1 32 0 2 73 3% 272 6:15 PM to 6:30 PM 0 4 0 2 0 0 0 0 0 0 0 0 35 9 0 0 1 28 0 0 79 0% 272 6:30 PM to 6:45 PM 0 4 0 3 0 0 0 0 0 0 0 0 31 3 0 1 1 23 0 0 66 0% 256 6:45 PM to 7:00 PM 0 2 0 2 1 0 0 0 0 0 0 0 31 4 0 0 1 14 0 1 54 4% 236 7:00 PM to 7:15 PM 0 2 0 2 0 0 0 0 0 0 0 0 41 5 0 0 1 22 0 0 73 0% 229 7:15 PM to 7:30 PM 0 5 0 1 0 0 0 0 0 0 0 0 28 7 0 0 3 19 0 0 63 0% 210 7:30 PM to 7:45 PM 0 3 0 0 0 0 0 0 0 0 0 0 24 2 0 0 1 16 0 1 46 2% 198 7:45 PM to 8:00 PM 0 1 0 2 0 0 0 0 0 0 0 0 21 4 0 0 0 19 0 0 47 0% 199 8:00 PM to 8:15 PM 0 1 0 3 0 0 0 0 0 0 0 0 25 3 0 0 1 21 0 0 54 0% 197 8:15 PM to 8:30 PM 0 1 0 3 0 0 0 0 0 0 0 0 23 3 0 0 2 19 0 0 51 0% 179 8:30 PM to 8:45 PM 0 2 0 1 0 0 0 0 0 0 0 0 21 4 1 0 1 18 0 0 47 2% 157 8:45 PM to 9:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 26 4 0 0 1 13 0 0 45 0% 138 9:00 PM to 9:15 PM 0 0 0 1 0 0 0 0 0 0 0 0 14 1 0 0 1 19 0 0 36 0% 115 9:15 PM to 9:30 PM 0 5 0 0 0 0 0 0 0 0 0 0 11 2 0 0 1 10 0 0 29 0% 101 9:30 PM to 9:45 PM 0 1 0 1 0 0 0 0 0 0 0 0 7 3 0 0 0 16 0 0 28 0% 89 9:45 PM to 10:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 7 3 0 0 1 10 0 0 22 0% 79 10:00 PM to 10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 11 1 0 0 0 10 0 0 22 0% 68 10:15 PM to 10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 9 2 1 0 0 6 0 0 17 6% 49 10:30 PM to 10:45 PM 0 1 0 0 0 0 0 0 0 0 0 0 9 1 0 0 0 7 0 0 18 0% 44 10:45 PM to 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 5 0 0 11 0% 39 11:00 PM to 11:15 PM 0 1 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 3 0% 36 11:15 PM to 11:30 PM 0 1 0 1 0 0 0 0 0 0 0 0 4 1 0 0 1 4 0 0 12 0% 11:30 PM to 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 9 0 0 0 1 3 0 0 13 0% 11:45 PM to 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 4 1 0 0 0 3 0 0 8 0% 1 274 0 136 21 0 0 0 1 0 1 0 2061 256 26 1 112 1885 1 31 4729 2% 491 470
TOTALS
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles Truck % PHF 7:15 AM to 8:15 AM 1 33 0 18 2 0 0 0 0 0 0 0 242 11 2 0 10 176 0 2 491 1% 0.77 3:00 PM to 4:00 PM 0 22 0 10 3 0 0 0 0 0 0 0 193 27 3 0 9 209 0 5 470 2% 0.76 Northbound Southbound

PEAK HOUR
Eastbound Westbound

DAILY TOTALS
Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Bicycles & Pedestrians) Hanford, CA 93230
Prepared For:
800-975-6938 Phone/Fax 4-Creeks, Inc.
www.metrotrafficdata.com 324 S Santa Fe St
Visalia, CA 93292

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Left Thru Right Left Thru Right Left Thru Right Left Thru Right North CW South CW East CW West CW Bicycles Pedestrians 12:00 AM to 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 AM to 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 AM to 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 AM to 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM to 1:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:15 AM to 1:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:30 AM to 1:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:45 AM to 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:00 AM to 2:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:15 AM to 2:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:30 AM to 2:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:45 AM to 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:00 AM to 3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15 AM to 3:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:30 AM to 3:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:45 AM to 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 AM to 4:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 AM to 4:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 AM to 4:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 AM to 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 AM to 5:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 AM to 5:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 AM to 5:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 AM to 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6:00 AM to 6:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6:15 AM to 6:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6:30 AM to 6:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6:45 AM to 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:00 AM to 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM to 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 AM to 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM to 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1
8:00 AM to 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1
Lincoln Ave @ Nebraska Ave 36.56019
Tulare -119.3883593
Thursday, January 26, 2023 Clear
Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians Crossing Each Approach Time
TOTALS
8:15 AM to 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM to 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM to 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1
9:00 AM to 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:15 AM to 9:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2
9:30 AM to 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:45 AM to 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 AM to 10:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:15 AM to 10:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:30 AM to 10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:45 AM to 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 3 11:00 AM to 11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 11:15 AM to 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 AM to 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 11:45 AM to 12:00 PM 1 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 3 0 12:00 PM to 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 PM to 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 PM to 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 12:45 PM to 1:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 PM to 1:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1
1:15 PM to 1:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:30 PM to 1:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:45 PM to 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 4
2:00 PM to 2:15 PM 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 0
2:15 PM to 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:30 PM to 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:45 PM to 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:00 PM to 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15 PM to 3:30 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 1 0 1 2
3:30 PM to 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1
3:45 PM to 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 2
4:00 PM to 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 4
4:15 PM to 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 2
4:30 PM to 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM to 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1
5:00 PM to 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2
5:15 PM to 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1
5:30 PM to 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM to 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6:00 PM to 6:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6:15 PM to 6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6:30 PM to 6:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6:45 PM to 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:00 PM to 7:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 PM to 7:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 PM to 7:45 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0
7:45 PM to 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 PM to 8:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 PM to 8:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 PM to 8:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 PM to 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:00 PM to 9:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:15 PM to 9:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:30 PM to 9:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:45 PM to 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM to 10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:15 PM to 10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:30 PM to 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:45 PM to 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM to 11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:15 PM to 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 PM to 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 PM to 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 2 0 0 0 0 1 2 0 0 0 2 27 3 0 6 32
Left Thru Right Left Thru Right Left Thru Right Left Thru Right North CW South CW East CW West CW Bicycles Pedestrians 7:15 AM to 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2
3:00 PM to 4:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 1 2 2 0 1 5

PEAK HOUR

DAILY TOTALS
Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians Crossing Each Approach TOTALS Metro Traffic Data Inc. Vehicle-Stop Delays
310 N. Irwin Street - Suite 20
Hanford, CA 93230
Prepared For:
800-975-6938 Phone/Fax 4-Creeks, Inc.
www.metrotrafficdata.com 324 S Santa Fe St
Visalia, CA 93292

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
7:15 7:30 7:45 8:00 P.H.
12 17 17 6 52
4 11 8 14 9
8 27 33 47 47
1 2 2 2 2
15:00 15:15 15:30 15:45 P.H.
11 9 5 7 32
12 10 3 10 10
24 46 5 25 46
2 1 1 2 2
Lincoln Ave @ Nebraska Ave 36.56019
Tulare -119.3883593
Thursday, January 26, 2023 Clear

MAX QUEUE
Northbound STOP
Northbound STOP
Time Interval

TOTAL VEHICLES
AVERAGE STOP TIME (Seconds)
MAX STOP TIME (Seconds)

MAX QUEUE
Time Interval

TOTAL VEHICLES
AVERAGE STOP TIME (Seconds)
MAX STOP TIME (Seconds)
Description
Survey Date
Latitude
Longitude
Number of Lanes
Average Speed
85th Percintile Speed:

Metro Traffic Data Inc. Prepared For:
310 N. Irwin Street - Suite 20 10mph Pace:

Hanford, CA 93230 4-Creeks, Inc.
324 S Santa Fe St % in Pace:
800-975-6938 Phone/Fax Visalia, CA 93292
www.metrotraffic data.com
HOUR :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T TOTAL 12:00 AM - 1:00 AM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 2 1 0 0 0 1 0 0 1 0 1 0 0 2 0 2 0 2 0 0 2 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 1:00 AM - 2:00 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 1 0 1 0 2 1 1 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 2:00 AM-3:00 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3:00 AM - 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 4:00 AM - 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 5:00 AM - 6:00 AM 0 1 0 0 1 1 0 0 0 1 0 0 0 0 0 0 0 1 1 2 2 1 1 2 6 0 1 2 1 4 0 1 1 0 2 0 1 1 1 3 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20 6:00 AM - 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 2 2 1 5 3 2 2 2 9 0 7 8 8 23 5 5 11 8 29 1 4 12 11 28 0 1 2 2 5 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 103 7:00 AM - 8:00 AM 0 0 0 0 0 0 0 0 1 1 3 1 2 2 8 1 1 1 4 7 5 4 14 7 30 5 14 23 17 59 5 20 28 19 72 5 5 14 16 40 2 4 4 5 15 3 0 0 2 5 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 238 8:00 AM - 9:00 AM 0 0 0 0 0 0 0 0 1 1 1 2 2 2 7 1 2 1 1 5 6 2 1 3 12 7 11 4 6 28 11 9 6 6 32 5 3 4 1 13 2 1 1 2 6 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 105 9:00 AM - 10:00 AM 0 0 0 0 0 0 0 1 1 2 3 2 1 2 8 2 1 2 4 9 2 2 4 1 9 3 8 4 5 20 3 5 3 8 19 1 3 0 6 10 1 2 4 1 8 3 1 1 1 6 1 1 0 0 2 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 94 10:00 AM - 11:00 AM 0 0 0 0 0 0 0 1 0 1 0 1 0 2 3 1 1 1 2 5 1 4 2 1 8 2 2 5 5 14 6 4 7 5 22 1 2 3 5 11 1 1 0 0 2 1 1 0 0 2 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 69 11:00 AM - 12:00 pM 0 0 0 0 0 1 1 0 2 4 4 1 2 0 7 4 3 1 0 8 6 2 7 4 19 5 5 2 9 21 4 12 11 7 34 4 2 3 0 9 1 2 0 1 4 2 0 2 0 4 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 111 12:00 PM - 1:00 PM 0 0 0 0 0 0 1 1 1 3 0 2 1 3 6 4 0 1 0 5 7 2 2 4 15 7 3 4 4 18 5 6 3 5 19 4 6 7 4 21 1 1 2 1 5 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 94 1:00 PM - 2:00 PM 0 0 0 0 0 1 0 1 1 3 3 0 1 3 7 2 3 0 1 6 4 2 1 4 11 3 8 9 9 29 4 7 9 10 30 3 2 3 5 13 0 0 2 0 2 1 1 0 1 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 104 2:00 PM - 3:00 PM 0 0 0 0 0 1 0 0 2 3 7 2 3 4 16 1 2 1 0 4 5 6 3 8 22 9 8 14 11 42 8 12 11 14 45 4 2 5 9 20 2 4 3 0 9 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 162 3:00 PM - 4:00 PM 0 1 0 0 1 0 0 1 4 5 7 4 3 5 19 2 2 2 3 9 11 6 4 9 30 31 11 14 20 76 16 9 12 7 44 5 7 5 6 23 0 5 1 1 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 214 4:00 PM - 5:00 PM 1 1 0 0 2 2 0 0 3 5 3 2 4 3 12 4 4 5 2 15 2 8 3 5 18 14 9 17 15 55 13 12 16 14 55 4 12 10 8 34 4 0 1 3 8 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 205 5:00 PM - 6:00 PM 0 0 0 0 0 3 2 1 2 8 3 3 5 5 16 5 2 5 2 14 4 3 9 7 23 12 23 15 32 82 21 14 15 17 67 5 5 2 4 16 1 0 2 3 6 0 1 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 234 6:00 PM - 7:00 PM 0 0 0 0 0 2 2 2 1 7 2 5 1 3 11 3 2 1 0 6 3 6 8 7 24 12 10 7 13 42 6 8 10 9 33 6 9 2 7 24 1 0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 149 7:00 PM - 8:00 PM 0 0 0 0 0 1 2 1 2 6 5 3 0 2 10 3 1 2 3 9 9 6 3 4 22 12 9 7 8 36 10 6 2 5 23 3 5 6 2 16 0 1 2 0 3 0 1 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 127 8:00 PM - 9:00 PM 1 1 0 0 2 1 1 1 2 5 2 0 2 2 6 0 3 1 2 6 2 6 5 6 19 7 9 2 7 25 9 4 9 8 30 3 2 3 1 9 1 2 0 2 5 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 108 9:00 PM - 10:00 PM 0 0 2 0 2 0 1 1 2 4 1 1 1 1 4 0 0 2 0 2 4 0 1 0 5 6 5 1 4 16 1 4 1 3 9 3 0 1 1 5 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 48 10:00 PM - 11:00 PM 0 0 0 0 0 0 1 0 0 1 1 1 0 0 2 0 0 1 2 3 2 0 1 1 4 4 6 4 3 17 4 0 4 0 8 1 1 0 0 2 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 38 11:00 PM - 12:00 AM 0 0 0 0 0 0 0 0 1 1 0 1 0 0 1 0 0 0 1 1 0 0 2 0 2 0 0 1 2 3 4 2 4 2 12 0 1 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22 Total 2268
Percentage 100.0%
Average Speed: 43 mph 85th Percentile Speed : 50 mph 10mph Pace: 39 - 48 MPH % in Pace: 55% HOUR :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T TOTAL 12:00 AM - 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1:00 AM - 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2:00 AM-3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 3:00 AM - 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 1 0 0 1 0 1 0 1 2 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 4:00 AM - 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 3 0 1 4 2 2 0 2 6 0 1 1 1 3 0 0 1 2 3 0 0 1 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19 5:00 AM - 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 1 1 1 0 1 0 2 0 2 1 5 8 2 2 4 5 13 1 4 2 4 11 0 0 1 2 3 0 0 0 2 2 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 42 6:00 AM - 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 0 2 0 1 1 1 3 3 4 11 10 28 5 12 9 12 38 4 5 5 9 23 2 1 1 2 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 101 7:00 AM - 8:00 AM 0 0 0 0 0 0 1 1 0 2 1 0 1 0 2 0 4 0 1 5 2 2 2 3 9 7 5 14 10 36 8 6 14 21 49 4 5 10 17 36 2 2 4 1 9 1 1 0 4 6 0 0 1 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 156 8:00 AM - 9:00 AM 0 0 0 0 0 1 2 1 0 4 0 0 0 0 0 2 0 0 0 2 4 4 0 3 11 8 5 7 3 23 18 7 10 3 38 11 9 8 1 29 1 1 1 3 6 0 1 1 1 3 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 117 9:00 AM - 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 3 2 0 3 3 8 4 10 4 8 26 8 9 8 4 29 8 2 2 2 14 5 0 1 3 9 0 0 0 1 1 0 1 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 92 10:00 AM - 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2 0 1 2 5 0 1 1 4 6 5 6 4 5 20 2 5 2 3 12 2 4 3 4 13 4 2 0 1 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 64 11:00 AM - 12:00 pM 1 0 0 0 1 0 0 0 0 0 1 1 2 0 4 0 2 4 2 8 3 5 10 3 21 6 5 4 7 22 11 7 9 6 33 6 1 4 2 13 1 1 2 0 4 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 108 12:00 PM - 1:00 PM 0 0 0 0 0 1 0 0 0 1 1 1 0 0 2 3 0 0 1 4 3 2 5 3 13 7 4 6 6 23 11 7 5 3 26 2 2 5 4 13 1 5 1 1 8 0 1 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 92 1:00 PM - 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 3 3 0 2 8 1 0 2 3 6 4 6 8 4 22 11 6 8 8 33 2 3 6 6 17 2 3 4 1 10 2 0 0 1 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 101 2:00 PM - 3:00 PM 0 0 0 1 1 0 0 0 0 0 3 1 4 0 8 2 4 2 2 10 3 6 12 9 30 5 8 19 14 46 7 14 16 6 43 4 4 6 5 19 2 2 1 2 7 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 165 3:00 PM - 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 1 4 5 2 12 7 8 4 2 21 21 21 8 13 63 27 17 15 15 74 6 5 19 4 34 0 1 4 2 7 1 2 1 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 217 4:00 PM - 5:00 PM 0 0 0 3 3 1 0 0 1 2 0 1 2 3 6 3 0 3 2 8 6 5 7 2 20 14 14 8 18 54 14 14 12 12 52 8 7 4 2 21 1 1 1 0 3 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 170 5:00 PM - 6:00 PM 0 0 0 0 0 0 0 0 0 0 2 1 1 0 4 6 4 0 3 13 6 5 3 7 21 19 26 17 14 76 11 9 9 3 32 4 2 2 7 15 1 0 2 1 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 165 6:00 PM - 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 0 0 1 0 1 7 3 1 2 13 11 13 7 1 32 9 12 6 6 33 3 1 4 5 13 0 0 3 1 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 98 7:00 PM - 8:00 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 2 1 4 4 1 3 2 10 7 10 4 4 25 10 7 4 8 29 0 3 2 2 7 1 0 1 0 2 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 79 8:00 PM - 9:00 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1 2 0 0 3 1 3 4 1 9 5 7 4 5 21 13 4 5 4 26 1 3 6 1 11 1 0 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 73 9:00 PM - 10:00 PM 0 0 0 0 0 1 0 0 0 1 1 0 0 0 1 2 1 0 1 4 5 1 1 3 10 3 5 7 1 16 4 3 3 1 11 1 1 4 1 7 0 2 0 0 2 1 0 0 3 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 56 10:00 PM - 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 0 1 0 2 0 4 2 0 6 7 0 3 4 14 2 0 0 0 2 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 26 11:00 PM - 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 0 0 0 0 0 0 1 0 1 2 0 0 0 1 1 0 2 0 0 2 0 1 0 0 1 0 1 1 0 2 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 Total 1962
Percentage 100.0%
Average Speed: 45 mph 85th Percentile Speed : 52 mph 10mph Pace: % in Pace: 60% Speed Volume
Lincoln Ave @ Nebraska Ave
Thursday, January 26, 2023

36.56019
-119.3883593
2 44
51 39 - 48 MPH
57%
Eastbound Approach
0-20 MPH 20-25 MPH 25-30 MPH 30-35 MPH 35-40 MPH 40-45 MPH 45-50 MPH 50-55 MPH 55-60 MPH 60-65 MPH 65-70 MPH 70-75 MPH 75-80 MPH OVER 80 MPH 8 61 149 122 292 613 590 304 91 29 6 1 1 1

0.4% 2.7% 6.6% 5.4% 12.9% 27.0% 26.0% 13.4% 4.0% 1.3% 0.3% 0.0% 0.0% 0.0% Westbound Approach
0-20 MPH 20-25 MPH 25-30 MPH 30-35 MPH 35-40 MPH 40-45 MPH 45-50 MPH 50-55 MPH 55-60 MPH 60-65 MPH 65-70 MPH 70-75 MPH 75-80 MPH OVER 80 MPH 5 11 39 95 219 553 595 305 98 34 6 1 1 0

0.3% 0.6% 2.0% 4.8% 11.2% 28.2% 0.1% 0.0%
39 - 48 MPH

30.3% 15.5% 5.0% 1.7% 0.3% 0.1%
-20
0 20
40 60
80 100
Percentile
Speed (MPH)
Speed Curve
Eastbound Approach Westbound Approach Both Directions
1/24/2023
Date Time Day Location Intersection/Distance Cross Street Incident No.

Number
Inj\Killed
Traffic Accident Report
Grouped and Sorted By Date and Time
PCF
03/05/19 1400 TUE 600 B E NEBRASKA AV X LINCOLN AV 21804(A) \ M.LOPEZ DA1900663 03/20/21 1019 SAT 600 B E NEBRASKA AV 364 FEET WEST LINCOLN AV Oth Improper Driving \ M.REYNA DA2100748 10/22/21 1527 FRI E NEBRASKA AV X LINCOLN AV 22107 \ J.GUZMAN DA2103132 Record Count 3
1 ATTACHMENT B
DECISION POINT B (10' FROM EDGE OF TRAVEL WAY)
DECISION POINT A (8' FROM STOP BAR)

LINCOLN AVENUE
NEBRASKA AVENUE 430.00'
496.00'
INSTALL R28 (CA) SIGN
INSTALL R28 (CA) SIGN
INSTALL R28 (CA) SIGN INSTALL R28 (CA) SIGN
www.4-creeks.com
FAX: 559.802.3215
TEL: 559.802.3052
324 S. SANTA FE, STE. A
VISALIA, CA 93292
PREPARED BY:
0'
NORTH
60' 60'
AVAILABLE ISD - 8FT SETBACK FROM STOP BAR
AVAILABLE ISD - 10FT SETBACK FROM EDGE OF TRAVEL WAY

PAINT CURB RED
LEGEND

ATTACHMENT C
1 Tulare Street and O Street
City of Dinuba, CA
November 30, 2023

STOP WARRANT

ANALYSIS
Phone: 559-802-3052
Email: [email protected]
324 S. SANTA FE STREET, SUITE A
VISALIA, CA 93292
www.4-creeks.com
2 Multi-Way Stop – Tulare Street and O Street
Overview
The City of Dinuba has requested 4Creeks to conduct a multi-way stop warrant analysis at the intersection of West Tulare Street and South O Street. This analysis evaluated existing traffic volumes, crash history, and existing traffic conditions. This study has been conducted in accordance with the latest version of the California Manual on Uniform Traffic Control Devices (CA MUTCD).

Existing Conditions
The studied intersection is currently a four-legged intersection with stop signs on the minor road approaches (O Street). Tulare Street is one of Dinuba’s commercial main streets with one lane in each direction and a posted speed limit of 25 mph. Tulare Street has diagonal parking on both sides of the street. O Street is a local street with one lane in each direction, on-street parking, and a prima facie speed limit of 25 mph. Tulare Street and O Street are both designated truck routes. The studied intersection is located mainly in commercial zoning.

Data Collection
Existing weekday traffic volume counts (including vehicles, trucks, pedestrians, and bicycles) were taken at the studied intersection by Metro Traffic Data, Inc. on Thursday, November 10, 2022, for a 24-hour period. The collected traffic data, including count data, can be found in Attachment A.

The traffic data indicates a total of 4,678 vehicles per day at the project intersection. The morning and afternoon peak hours are 7:30 a.m. to 8:30 a.m. and 2:45 p.m. to 3:45 p.m. with 339 and 470 total vehicles entering the intersection, respectively. The traffic data indicates a total of 96 trucks per day at the studied intersection; 76 were traveling on Tulare Street.

The traffic data indicates a total of 18 bicycles and 98 pedestrians per day entering the studied intersection. There were no bicyclists in the a.m. peak hour and one bicyclist in the p.m. peak hour. During the a.m. peak hour, there were nine pedestrians: seven crossing the north crosswalk and two crossing the south crosswalk. During the p.m. peak hour, there were 17 pedestrians crossing the intersection: nine crossing the north crosswalk, two crossing the south crosswalk, and six crossing the west crosswalk.
www.4-creeks.com
3 Crash History
The crash records for the studied intersection were obtained from the City of Dinuba Police Department for the five-year period of 2019 to 2023. During this time, there were six crashes in total at the subject intersection: three in 2019, two in 2022, and one in 2023. Crash data provided is included in Attachment B.

C. Minimum volumes:

1. The vehicular volume entering the intersection from the major street approaches (total of both approaches) averages at least 300 vehicles per hour for any 8 hours of an average day; and

3. If the 85th-percentile approach speed of the major-street traffic exceeds 40 mph, the minimum vehicular volume warrants are 70 percent of the values provided in Items 1 and 2.

D. Where no single criterion is satisfied, but where Criteria B, C.1, and C.2 are all satisfied to 80 percent of the minimum values. Criterion C.3 is excluded from this condition.

Option:

Other criteria that may be considered in an engineering study include:

A. The need to control left-turn conflicts;
www.4-creeks.com
4 B. The need to control vehicle/pedestrian conflicts near locations that generate high pedestrian volumes;
C. Locations where a road user, after stopping, cannot see conflicting traffic and is not able to negotiate the intersection unless conflicting traffic is also required to stop; and
D. An intersection of two residential neighborhood collector (through) streets of similar design and operating characteristics where multi-way stop control would improve traffic operational characteristics of the intersection.

Criterion A – Interim Measure
The installation of a traffic control signal is not currently planned at this intersection; therefore, Criterion A shown above is not applicable.

Criterion B - Crash History
Based on the crash data provided by the City of Dinuba Police Department, there were six crashes in total at the studied intersection for the five-year study period: three in 2019, two in 2022, and one in 2023. The most crashes that occurred in a 12-month period at the intersection of Tulare Street and O Street is three. Thus, Criterion B is not met.

Criterion C - Traffic Volume
For a multi-way stop to be warranted based on the volume criteria in the CA MUTCD, Tulare Street (major street) would need to average a minimum of 300 vehicles per hour for any eight hours of an average day. In addition, O Street (minor street) would need an average combined vehicular, pedestrian, and bicycle volume of 200 units or more in the same 8-hour period.

Based on the data taken, the eight peak hours are from 7 a.m. to 8 a.m. and 11 a.m. to 6 p.m. For these peak hours, the average volume entering the intersection from Tulare Street was 312 and the average combined vehicular, pedestrian, and bicycle volume entering from O Street was

42. Even though the major street (Tulare Street) met the 300 vehicle minimum volume requirements, the minor street (O Street) did not meet the 200 unit minimum. Because the volume requirements were not met, the average delay to minor street vehicles or a speed survey were not evaluated at this intersection. Criteria C.1 for the major street was met, but Criteria C.2 was not met.
www.4-creeks.com
5 Since Criteria C.2 was not met and C.3 was not evaluated, a multi-way stop is not warranted based on Criteria C.

Optional Warrants
The following four are optional warrants that the CA MUTCD outlines that when the above warrants are not met, can be used as justification in conjunction with engineering judgment.

Vehicle/Pedestrians Conflicts
This warrant addresses pedestrian and vehicle conflicts in high pedestrian areas. There were 98 pedestrians in a 24-hour period with 51 crossing the north crosswalk, 19 crossing the south crosswalk, five crossing the east crosswalk, and 23 crossing the west crosswalk. Given the low pedestrian volume, as well as no reported vehicle/pedestrian crashes at this intersection within the study period, there is no evidence of the need to control vehicle/pedestrian conflicts.

Therefore, this optional warrant is not met.

Visibility
When an intersection does not have stop controls, a clear line of sight needs to be maintained between the driver on the minor road (O Street) and the driver on the major road (Tulare Street). Adequate time is needed for the stopped vehicle on the minor street to either turn left, right, or cross all travel lanes without radically altering the speed of traffic on the major street.

Corner sight distance was evaluated based on the criteria contained in the California Department of Transportation’s (Caltrans') Highway Design Manual, 7th Edition, 2019. www.4-creeks.com
6 Recommended sight distances for public streets are based on corner sight distance and the approach speed of the major street. As previously noted, Tulare Street has a posted speed limit of 25 mph. The minimum corner sight distance (feet) should be determined by the equation:

As a result, visibility for vehicles making left- and right- turns from the minor road will be improved. Bulb-outs also slow vehicles by reducing the curb radii and by providing better visual cues of pedestrian activity. They also improve pedestrian safety by reducing the pedestrian crossing distance and the time pedestrians are exposed to traffic as they cross.

Results and Conclusions
The result of the multi-way stop warrant analysis indicates a multi-way stop is not warranted based on the criteria set by the CA MUTCD. The optional warrant concerning visibility could be considered met under existing conditions and could be considered justification for installing a multi-way stop control. However, installing bulb-out curb ramps at each corner of the studied intersection can improve visibility. The bulb-out curb ramps will narrow the travel lanes and provide better visibility for vehicles making left- and right- turns from the minor road. Bulbouts also slow vehicles and improve pedestrian safety.

Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Vehicles)
Hanford, CA 93230
Prepared For:
800-975-6938 Phone/Fax 4-Creeks
www.metrotrafficdata.com 324 S. Santa Fe St, Ste A
Visalia, CA 93292

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
TOTALS
Left Thru Right Trucks Left Thru Right Trucks Left Thru Right Trucks Left Thru Right Trucks Vehicles 12:00 AM to 12:15 AM 0 0 0 0 0 0 0 0 0 3 1 0 0 2 0 0 6 24 12:15 AM to 12:30 AM 0 1 0 0 0 1 0 0 0 2 0 0 0 0 1 0 5 23 12:30 AM to 12:45 AM 0 0 0 0 0 2 0 0 0 1 0 0 0 1 1 0 5 26 12:45 AM to 1:00 AM 0 0 0 0 0 1 2 0 0 1 0 0 0 2 2 0 8 21 1:00 AM to 1:15 AM 0 1 0 0 0 0 0 0 2 2 0 0 0 0 0 0 5 15 1:15 AM to 1:30 AM 0 0 0 0 0 1 1 0 2 1 1 0 0 2 0 0 8 13 1:30 AM to 1:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5
1:45 AM to 2:00 AM 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 2 7
2:00 AM to 2:15 AM 0 1 0 0 0 0 0 0 0 2 0 0 0 0 0 0 3 6
2:15 AM to 2:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4
2:30 AM to 2:45 AM 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 2 10 2:45 AM to 3:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 10 3:00 AM to 3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 11 3:15 AM to 3:30 AM 1 0 0 1 1 0 0 0 1 0 0 0 1 1 1 0 6 17 3:30 AM to 3:45 AM 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 16 3:45 AM to 4:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 2 25 4:00 AM to 4:15 AM 0 0 0 0 0 0 0 0 0 4 1 0 0 2 0 0 7 36 4:15 AM to 4:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 49 4:30 AM to 4:45 AM 1 0 0 0 0 0 0 0 0 2 0 0 1 7 0 0 11 66 4:45 AM to 5:00 AM 0 0 1 0 0 0 0 0 0 4 0 0 2 6 0 0 13 80 5:00 AM to 5:15 AM 1 0 2 0 0 1 0 0 0 10 0 0 0 6 0 0 20 104 5:15 AM to 5:30 AM 0 3 0 0 0 0 0 0 1 6 1 1 0 11 0 0 22 113 5:30 AM to 5:45 AM 0 1 2 0 0 0 0 0 0 10 0 0 0 11 1 0 25 111 5:45 AM to 6:00 AM 0 3 1 0 0 1 0 0 0 12 0 0 0 20 0 0 37 129 6:00 AM to 6:15 AM 0 0 2 0 0 0 0 0 0 5 0 0 1 21 0 0 29 121 6:15 AM to 6:30 AM 1 3 2 0 0 0 0 0 1 2 0 0 1 10 0 0 20 125 6:30 AM to 6:45 AM 2 0 2 0 0 2 3 0 1 16 1 0 3 12 1 0 43 156 6:45 AM to 7:00 AM 0 3 1 0 1 3 1 0 0 10 0 0 0 10 0 0 29 190 7:00 AM to 7:15 AM 0 2 1 0 0 0 0 0 1 17 0 1 0 12 0 0 33 276 7:15 AM to 7:30 AM 0 1 1 0 1 0 2 0 1 25 1 3 0 19 0 2 51 327 7:30 AM to 7:45 AM 1 2 3 0 1 1 0 0 0 42 0 2 3 24 0 2 77 339 7:45 AM to 8:00 AM 2 3 2 0 4 2 0 0 0 62 1 3 4 33 2 0 115 321 Clear
Tulare St @ O St
Tulare
Thursday, November 10, 2022

36.5385522
-119.3933618
Time
Northbound Southbound Eastbound Westbound

ATTACHMENT A
8:00 AM to 8:15 AM 1 1 3 1 0 2 2 0 3 37 0 2 4 30 1 0 84 251 8:15 AM to 8:30 AM 0 2 3 0 2 0 1 0 0 28 2 1 4 21 0 0 63 208 8:30 AM to 8:45 AM 2 2 2 0 2 1 0 1 3 28 1 1 2 16 0 0 59 196 8:45 AM to 9:00 AM 0 1 4 1 0 0 1 0 0 24 1 0 1 11 2 0 45 203 9:00 AM to 9:15 AM 0 0 1 0 1 0 2 0 3 17 1 0 1 15 0 0 41 224 9:15 AM to 9:30 AM 1 1 4 1 0 1 3 0 0 17 2 1 1 21 0 1 51 254 9:30 AM to 9:45 AM 2 3 3 0 2 3 1 0 1 23 0 1 4 21 3 1 66 274 9:45 AM to 10:00 AM 0 2 6 0 2 3 1 0 1 27 1 2 1 20 2 1 66 277 10:00 AM to 10:15 AM 0 6 3 1 2 0 1 0 2 24 0 2 5 27 1 1 71 275 10:15 AM to 10:30 AM 0 2 2 0 0 2 2 0 2 20 1 1 3 35 2 0 71 295 10:30 AM to 10:45 AM 1 2 0 0 3 1 1 0 1 32 2 1 2 20 4 2 69 302 10:45 AM to 11:00 AM 3 4 2 0 2 2 2 0 0 27 2 1 3 13 4 0 64 308 11:00 AM to 11:15 AM 1 4 6 1 2 1 2 1 4 29 0 0 4 34 4 1 91 318 11:15 AM to 11:30 AM 1 2 6 0 4 0 0 0 0 30 0 0 8 26 1 0 78 306 11:30 AM to 11:45 AM 1 5 4 0 2 3 1 0 0 34 0 0 1 21 3 0 75 321 11:45 AM to 12:00 PM 0 1 2 0 2 1 2 0 6 28 1 3 2 29 0 0 74 335 12:00 PM to 12:15 PM 1 4 4 2 3 2 3 1 1 27 0 0 2 31 1 0 79 342 12:15 PM to 12:30 PM 0 0 4 0 3 4 5 0 1 33 2 2 4 32 5 1 93 345 12:30 PM to 12:45 PM 1 3 6 0 0 4 1 0 2 38 0 3 5 28 1 0 89 336 12:45 PM to 1:00 PM 0 0 2 0 3 3 1 0 1 43 1 0 4 21 2 0 81 325 1:00 PM to 1:15 PM 0 3 2 0 5 2 2 1 4 27 0 1 4 30 3 1 82 342 1:15 PM to 1:30 PM 1 2 4 1 1 1 0 0 2 34 1 1 4 31 3 1 84 361 1:30 PM to 1:45 PM 3 1 0 0 6 2 1 0 2 22 1 0 6 29 5 2 78 370 1:45 PM to 2:00 PM 1 1 4 0 0 3 1 0 1 35 1 2 10 38 3 0 98 362 2:00 PM to 2:15 PM 0 2 5 0 2 1 1 1 3 43 0 1 5 35 4 0 101 375 2:15 PM to 2:30 PM 1 2 7 2 1 1 2 0 0 48 1 3 4 25 1 0 93 394 2:30 PM to 2:45 PM 1 1 1 0 3 0 1 0 0 28 1 1 4 26 4 0 70 423 2:45 PM to 3:00 PM 0 1 6 0 1 3 1 0 2 53 2 0 6 34 2 0 111 470 3:00 PM to 3:15 PM 2 5 6 0 2 2 5 0 1 73 1 0 2 19 2 1 120 456 3:15 PM to 3:30 PM 2 6 3 1 0 2 0 0 2 48 2 0 11 41 5 0 122 445 3:30 PM to 3:45 PM 1 5 8 0 1 3 1 0 2 48 2 0 5 41 0 1 117 436 3:45 PM to 4:00 PM 1 4 6 0 1 2 2 0 1 41 3 0 7 25 4 2 97 412 4:00 PM to 4:15 PM 0 3 2 0 2 2 2 0 2 57 1 4 7 25 6 0 109 435 4:15 PM to 4:30 PM 0 3 3 0 3 4 0 0 0 45 2 1 5 45 3 0 113 440 4:30 PM to 4:45 PM 1 4 4 1 2 2 1 0 0 39 1 0 5 32 2 0 93 412 4:45 PM to 5:00 PM 2 5 10 0 1 5 3 0 3 52 3 1 3 26 7 0 120 401 5:00 PM to 5:15 PM 2 3 2 0 1 6 1 0 2 44 1 0 9 36 7 1 114 362 5:15 PM to 5:30 PM 0 4 7 1 4 1 0 0 4 24 3 0 7 30 1 0 85 310 5:30 PM to 5:45 PM 0 1 3 0 7 0 0 0 2 29 2 0 5 23 10 1 82 286 5:45 PM to 6:00 PM 0 2 5 0 2 1 1 0 2 33 0 0 6 28 1 0 81 271 6:00 PM to 6:15 PM 0 1 2 0 1 4 0 0 0 26 1 0 7 19 1 0 62 228 6:15 PM to 6:30 PM 1 5 0 0 1 1 1 0 1 26 0 0 2 20 3 0 61 225 6:30 PM to 6:45 PM 1 0 2 1 3 4 0 0 1 30 0 2 4 17 5 0 67 211 6:45 PM to 7:00 PM 0 0 1 0 3 3 0 0 1 10 0 0 5 10 5 0 38 181 7:00 PM to 7:15 PM 0 2 4 0 0 1 1 0 0 25 4 2 3 17 2 0 59 185 7:15 PM to 7:30 PM 0 3 3 0 1 2 4 0 0 15 1 0 3 14 1 0 47 158 7:30 PM to 7:45 PM 0 2 3 0 2 2 0 0 0 14 2 0 0 11 1 0 37 146 7:45 PM to 8:00 PM 0 7 1 0 2 1 0 0 0 15 1 0 0 12 3 0 42 141 8:00 PM to 8:15 PM 1 1 4 0 2 0 0 0 0 11 0 0 2 9 2 0 32 124 8:15 PM to 8:30 PM 0 5 1 0 1 2 0 0 2 10 0 0 2 12 0 0 35 107 8:30 PM to 8:45 PM 0 0 2 0 4 0 0 0 0 14 1 1 0 10 1 0 32 93 8:45 PM to 9:00 PM 0 2 1 0 1 0 1 0 1 5 1 0 0 12 1 1 25 89 9:00 PM to 9:15 PM 0 0 0 0 1 0 0 0 0 6 1 0 1 3 3 0 15 85 9:15 PM to 9:30 PM 0 4 1 0 0 2 1 0 0 6 1 1 1 5 0 0 21 92 9:30 PM to 9:45 PM 0 0 1 0 1 2 0 0 0 8 2 0 3 7 4 0 28 81 9:45 PM to 10:00 PM 0 0 0 0 0 2 0 0 0 3 2 0 1 12 1 0 21 67 10:00 PM to 10:15 PM 0 0 1 0 0 2 1 0 0 8 1 0 3 5 1 0 22 57 10:15 PM to 10:30 PM 0 0 0 0 0 2 0 0 0 4 0 0 0 4 0 0 10 42 10:30 PM to 10:45 PM 1 0 0 0 1 0 0 0 0 9 0 0 1 2 0 0 14 41 10:45 PM to 11:00 PM 0 0 1 0 0 0 0 0 0 4 2 0 0 3 1 0 11 31 11:00 PM to 11:15 PM 0 3 0 0 0 1 0 0 0 2 0 0 0 1 0 0 7 26 11:15 PM to 11:30 PM 0 1 0 0 0 0 0 0 0 2 1 0 0 5 0 1 9
11:30 PM to 11:45 PM 0 0 0 0 1 1 0 0 0 2 0 0 0 0 0 0 4
11:45 PM to 12:00 AM 0 2 0 0 0 0 1 0 0 2 0 0 0 0 1 0 6 339 48 167 203 15 114 123 76 5 82 1887 73 52 230 1519 156 24 4678 470 TOTALS
Left Thru Right Trucks Left Thru Right Trucks Left Thru Right Trucks Left Thru Right Trucks Vehicles PHF Truck % 7:30 AM to 8:30 AM 4 8 11 1 7 5 3 0 3 169 3 8 15 108 3 2 339 0.74 3% 2:45 PM to 3:45 PM 5 17 23 1 4 10 7 0 7 222 7 0 24 135 9 2 470 0.96 1%

PEAK HOUR
Eastbound Westbound

DAILY TOTALS
Northbound Southbound
Metro Traffic Data Inc. Turning Movement Report
310 N. Irwin Street - Suite 20 (Bicycles & Pedestrians) Hanford, CA 93230
Prepared For:
800-975-6938 Phone/Fax 4-Creeks
www.metrotrafficdata.com 324 S. Santa Fe St, Ste A
Visalia, CA 93292

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Left Thru Right Left Thru Right Left Thru Right Left Thru Right North CW South CW East CW West CW Bicycles Pedestrians 12:00 AM to 12:15 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 12:15 AM to 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 AM to 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 AM to 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM to 1:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:15 AM to 1:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:30 AM to 1:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:45 AM to 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:00 AM to 2:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:15 AM to 2:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:30 AM to 2:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:45 AM to 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:00 AM to 3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15 AM to 3:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:30 AM to 3:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:45 AM to 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 AM to 4:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 AM to 4:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 AM to 4:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 AM to 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 AM to 5:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 AM to 5:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 AM to 5:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 AM to 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6:00 AM to 6:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6:15 AM to 6:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 2
6:30 AM to 6:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6:45 AM to 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:00 AM to 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM to 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 AM to 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 3
7:45 AM to 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 4
Tulare St @ O St 36.5385522
Tulare -119.3933618
Thursday, November 10, 2022 Clear
Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk Time
TOTALS
8:00 AM to 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2
8:15 AM to 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM to 8:45 AM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0
8:45 AM to 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:00 AM to 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:15 AM to 9:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1
9:30 AM to 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1
9:45 AM to 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 10:00 AM to 10:15 AM 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 1 1 10:15 AM to 10:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 6 10:30 AM to 10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 0 4 10:45 AM to 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 11:00 AM to 11:15 AM 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1 11:15 AM to 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 2 1 0 0 4 11:30 AM to 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 11:45 AM to 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 12:00 PM to 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 2 12:15 PM to 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 PM to 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 PM to 1:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 1 3 0 0 1 4 1:00 PM to 1:15 PM 0 0 0 0 0 0 1 0 0 0 0 0 1 1 0 0 1 2
1:15 PM to 1:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 0 0 3
1:30 PM to 1:45 PM 0 0 1 0 1 0 0 0 0 0 0 0 6 1 1 4 2 12 1:45 PM to 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 2
2:00 PM to 2:15 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 1 0 0 1 2
2:15 PM to 2:30 PM 0 0 0 1 0 0 1 0 0 0 0 0 1 2 0 1 2 4
2:30 PM to 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3
2:45 PM to 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:00 PM to 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 1 0 3
3:15 PM to 3:30 PM 0 0 0 0 0 0 0 1 0 0 0 0 7 0 0 2 1 9
3:30 PM to 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 3 0 5
3:45 PM to 4:00 PM 0 0 0 0 0 0 0 1 0 0 0 0 2 0 0 0 1 2
4:00 PM to 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM to 4:30 PM 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 2 0
4:30 PM to 4:45 PM 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 1 1
4:45 PM to 5:00 PM 0 0 0 0 0 0 0 0 0 0 1 0 2 1 0 3 1 6
5:00 PM to 5:15 PM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 3 1 3
5:15 PM to 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM to 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM to 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6:00 PM to 6:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6:15 PM to 6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6:30 PM to 6:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6:45 PM to 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:00 PM to 7:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 PM to 7:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 PM to 7:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 PM to 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 PM to 8:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 PM to 8:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 PM to 8:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 PM to 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:00 PM to 9:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:15 PM to 9:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:30 PM to 9:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:45 PM to 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM to 10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:15 PM to 10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:30 PM to 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:45 PM to 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM to 11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:15 PM to 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 PM to 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 PM to 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 1 1 1 2 5 0 0 5 0 51 19 5 23 18 98
Left Thru Right Left Thru Right Left Thru Right Left Thru Right North CW South CW East CW West CW Bicycles Pedestrians 7:30 AM to 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 7 2 0 0 0 9
2:45 PM to 3:45 PM 0 0 0 0 0 0 0 1 0 0 0 0 9 2 0 6 1 17

PEAK HOUR

DAILY TOTALS
Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS

42.00'
1 2
R20.00'
R10.00'
R20.00'
R20.00'
R20.00'
R10.00'
R10.00' R10.00'
2 2
2 1

42.00'
±14.00'
±15.00'
±14.50'
±15.00'
1 1
www.4-creeks.com
FAX: 559.802.3215
TEL: 559.802.3052
324 S. SANTA FE, STE. A
VISALIA, CA 93292
PREPARED BY:

NORTH
40' 0' 40'

DETECTABLE WARNING SURFACE
LEGEND

O STREET

KEYNOTES
1 INSTALL HIGH-VISIBILITY CROSSWALK PER CITY STD. P-6.
2 CONSTRUCT CURB RAMP WITH 4'X4' MIN. ADA LANDING. SLOPE SHALL NOT EXCEED 2% IN ANY DIRECTION.

ATTACHMENT C
0 Phone: 559-802-3052
Email: [email protected]
324 S. SANTA FE STREET, SUITE A
VISALIA, CA 93292
Lincoln Avenue and Linzmeier Drive
City of Dinuba, CA
October 2, 2023

MULTI-WAY STOP

WARRANT ANALYSIS
www.4-creeks.com
1 Multi-Way Stop Warrant – Lincoln Avenue
and Linzmeier Drive
Overview
The City of Dinuba has requested 4Creeks to conduct a multi-way stop warrant analysis at the intersection of Lincoln Avenue and Linzmeier Drive. This analysis evaluated existing traffic volumes, crash history, and existing traffic conditions. This study has been conducted in accordance with the latest version of the California Manual on Uniform Traffic Control Devices (CA MUTCD).

Existing Conditions
The studied intersection is currently a three-legged intersection with a stop sign on the minor road (Linzmeier Drive) approach. Lincoln Avenue is a collector street with one lane in each direction, Class III bike routes, and on-street parking. The prima facie speed limit for Lincoln Avenue is 25 mph. Linzmeier Drive has one lane, on-street parking, and the prima facie speed limit is 25 mph. The studied intersection is located mainly in a single-family residential zone with Lincoln Elementary School located on the northwest corner. A pedestrian trail also connects to the east side of the studied intersection.

Data Collection
Existing weekday traffic volume counts (including vehicle, truck, pedestrian, and bicycles) were taken at the studied intersection by Metro Traffic Data, Inc. on Monday, August 14, 2023, for a 24-hour period. Metro Traffic Data also conducted a speed survey on Lincoln Avenue on the same day. The collected traffic data, including count data and speed survey, can be found in Attachment A.

The traffic data indicates a total of 1,371 vehicles per day at the studied intersection. The morning and afternoon peak hours are 7:30 a.m. to 8:30 a.m. and 2:00 p.m. to 3:00 p.m. with 242 and 206 total vehicles entering the intersection, respectively. The traffic data indicates a total of 28 trucks per day at the studied intersection; 27 of which were traveling on Lincoln Avenue.

The traffic data indicates a total of six bicycles and 72 pedestrians per day entering the studied intersection. There were no bicyclists in the a.m. peak hour and only one bicyclist in the www.4-creeks.com
2 p.m. peak hour. There were 16 pedestrians in the a.m. peak hour and 10 in the p.m. peak hour. In the a.m. peak hour, 10 pedestrians crossed the north crosswalk and six crossed the west crosswalk. In the p.m. peak hour, six pedestrians crossed the north crosswalk, and four crossed the west crosswalk.

The speed survey indicates the 85th -percentile speed (the speed at or below which 85 percent of drivers are traveling on a roadway segment) on Lincoln Avenue is 30 mph while the average speed is 26 mph.

Crash History
The crash records for the studied intersection were obtained from the City of Dinuba Police Department for the five-year period of 2018 to 2022. During this time, there was a total of one crash in 2020 that was a reported D.U.I. south of the studied intersection. This crash did not involve a pedestrian or bicyclist and did not result in injury or fatality. Crash data is included in Attachment B.

C. Minimum volumes:

1. The vehicular volume entering the intersection from the major street approaches (total of both approaches) averages at least 300 vehicles per hour for any 8 hours of an average day; and

D. Where no single criterion is satisfied, but where Criteria B, C.1, and C.2 are all satisfied to 80 percent of the minimum values. Criterion C.3 is excluded from this condition.

Option:

Other criteria that may be considered in an engineering study include:

A. The need to control left-turn conflicts;
B. The need to control vehicle/pedestrian conflicts near locations that generate high pedestrian volumes;
C. Locations where a road user, after stopping, cannot see conflicting traffic and is not able to negotiate the intersection unless conflicting traffic is also required to stop; and
D. An intersection of two residential neighborhood collector (through) streets of similar design and operating characteristics where multi-way stop control would improve traffic operational characteristics of the intersection.

Criterion A – Interim Measure
The installation of a traffic control signal is not currently planned at this intersection; therefore, Criterion A shown above is not applicable.

Criterion B – Crash History
Based on the crash data provided by the City of Dinuba Police Department, there was only one crash in total at the studied intersection in 2020 which was a reported D.U.I. The most collisions that occurred in a 12-month period at the Lincoln Avenue/Linzmeier Drive intersection is one.

Thus, Criterion B is not met.

Criterion C – Traffic Volume
For a multi-way stop to be warranted based on the volume criteria in the CA MUTCD, Lincoln Avenue (major street) would need to average a minimum of 300 vehicles per hour for any eight hours. In addition, Linzmeier Drive (minor street) would need an average combined vehicular, pedestrian, and bicycle volume of 200 units or more in the same 8-hour period.

Based on the data taken, the average volume entering the intersection from Lincoln Avenue for the highest volume eight hours was 107 and the average combined vehicular, pedestrian, www.4-creeks.com
4 and bicycle volume entering the intersection from Linzmeier Drive was 15. To also meet Criterion C.2, in addition to the volume requirement, the average delay to minor-street vehicle traffic must be at least 30 seconds per vehicle during the highest hour. Based on the data taken (see Attachment A), the average delay during the a.m. peak hour for the eastbound approach was 8 seconds. During the p.m. peak hour, the average delay for the eastbound was 16 seconds. The average during the highest hour does not meet the requirement. Criteria C.1 and C.2 were not met.

The 85th-percentile speed of the major street (Lincoln Avenue) was determined to be 30 mph.

Since the 85th-percentile speed does not exceed 40 mph, the intersection does not meet Criterion C.3 to reduce the minimum vehicular volume thresholds to 70 percent of the values indicated in Criteria C.1 and C.2.

Since Criteria C.1, C.2, and C.3 were not met, a multi-way stop is not warranted based on Criteria C.

Criterion D – Combination Warrant
The combination warrant only applies when none of the above criteria are met but the crash and minimum volume criteria can all be satisfied to 80 percent of the minimum values. This would require four collisions in a 12-month period; 240 vehicles per hour on the major street for eight hours; and 160 vehicles, bicycles, and pedestrians per hour on the minor street during the same eight hours. The total crashes, major street, and minor street volumes still do not meet the 80 percent requirements. Therefore, Criterion D is not met.

Optional Warrants
The following four are optional warrants that the CA MUTCD outlines that when the above warrants are not met, can be used as justification in conjunction with engineering judgment.

Left-Turn Conflicts
This optional warrant is intended to control conflicts between left-turning traffic on the major street with oncoming through traffic. Since there was only one crash in the last five years that was south of the studied intersection, there is no evidence of a left-turn conflict. Therefore, this optional warrant is not met.

Vehicle/Pedestrian Conflicts
This warrant addresses pedestrian and vehicle conflicts in high pedestrian areas. There were 72 pedestrians in a 24-hour period with 38 crossing the north leg of the intersection and 34 www.4-creeks.com
5 crossing the west leg. Given the low pedestrian volume, as well as no reported vehicle/pedestrian crashes at this intersection within the studied period, there is no evidence of the need to control vehicle/pedestrian conflicts. Therefore, this optional warrant is not met.

Visibility
When an intersection does not have stop controls, a clear line of sight needs to be maintained between the driver on the minor road (Linzmeier Drive) and the driver on the major road (Lincoln Avenue). Adequate time is needed for the stopped vehicle on the minor street to either turn left, right, or cross all travel lanes without radically altering the speed of traffic on the major street. Corner sight distance was evaluated based on the criteria contained in the California Department of Transportation’s (Caltrans’) Highway Design Manual, 7th Edition, 2019.

Recommended sight distances for public streets are based on corner sight distance and the approach speed of the major street. As previously noted, Lincoln Avenue has a prima facie speed limit of 25 mph. The minimum corner sight distance (feet) should be determined by the equation:

Residential Collector Streets
For this warrant to be applicable, the intersection in question must be of two residential neighborhood collector streets of similar designs and operating characteristics. Although Lincoln Avenue and Linzmeier Drive are both residential streets, they do not have similar operating characteristics given they intersect a T-intersection. Therefore, this optional warrant is not applicable.

Results and Conclusion
The result of the multi-way stop warrant analysis indicates a multi-way stop is not warranted based on the criteria set by the CA MUTCD. No criteria for a multi-way stop were met, including www.4-creeks.com
6 the optional warrants allowed for left-turn conflicts, vehicle/pedestrian conflicts, or visibility. As a result, the installation of a multi-way stop is not recommended at the intersection of Lincoln Avenue and Linzmeier Drive.

However, striping and signing can be updated to improve visibility approaching the intersection. It is recommended that the existing school zone signing be removed and replaced with the latest signs per the CA MUTCD. A rectangular rapid flashing beacon (RRFB) may also be used to increase visibility of pedestrians crossing the uncontrolled crosswalk on Lincoln Avenue. The two crosswalks can also be striped as high-visibility crosswalks. See Attachment C for recommended signing and striping improvements.

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
TOTALS Truck
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles % 12:00 AM to 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0% 0 12:15 AM to 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0% 2 12:30 AM to 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0% 2 12:45 AM to 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0% 2 1:00 AM to 1:15 AM 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 0% 3 1:15 AM to 1:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0% 1 1:30 AM to 1:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0% 1 1:45 AM to 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0% 3 2:00 AM to 2:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0% 2 2:15 AM to 2:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0% 2 2:30 AM to 2:45 AM 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 0% 2 2:45 AM to 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0% 0 3:00 AM to 3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0% 0 3:15 AM to 3:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0% 0 3:30 AM to 3:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0% 1 3:45 AM to 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0% 2 4:00 AM to 4:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0% 2 4:15 AM to 4:30 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0% 7 4:30 AM to 4:45 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0% 13 4:45 AM to 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0% 17 5:00 AM to 5:15 AM 0 0 1 0 0 0 0 3 0 0 0 0 0 1 0 0 0 0 0 0 5 0% 19 5:15 AM to 5:30 AM 0 1 2 0 0 0 0 2 0 0 0 0 0 2 0 0 0 0 0 0 7 0% 15 5:30 AM to 5:45 AM 0 0 1 0 0 0 0 3 1 0 0 0 0 0 0 0 0 0 0 0 5 0% 10 5:45 AM to 6:00 AM 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 0% 12 6:00 AM to 6:15 AM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0% 18 6:15 AM to 6:30 AM 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 0% 27 6:30 AM to 6:45 AM 0 0 4 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 7 0% 39 6:45 AM to 7:00 AM 0 0 3 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 8 0% 82 7:00 AM to 7:15 AM 0 1 5 0 2 0 0 4 0 1 0 0 0 0 0 0 0 0 0 0 10 30% 177 7:15 AM to 7:30 AM 0 2 6 0 1 0 0 5 0 0 0 0 0 1 0 0 0 0 0 0 14 7% 233 7:30 AM to 7:45 AM 0 1 18 0 0 0 0 24 6 0 0 1 0 0 0 0 0 0 0 0 50 0% 242 7:45 AM to 8:00 AM 0 14 30 0 0 0 0 51 4 0 0 4 0 0 0 0 0 0 0 0 103 0% 203 Westbound
Clear
Time
Northbound Southbound Eastbound
Lincoln Avenue @ East Linzmeier Drive
Tulare
Monday, August 14, 2023

36.5511495
-119.3882951

ATTACHMENT A
8:00 AM to 8:15 AM 0 6 16 0 1 0 0 25 14 1 0 4 0 1 0 0 0 0 0 0 66 3% 110 8:15 AM to 8:30 AM 0 1 5 0 0 0 0 10 3 0 0 1 0 3 0 0 0 0 0 0 23 0% 50 8:30 AM to 8:45 AM 0 1 6 0 0 0 0 3 1 0 0 0 0 0 0 0 0 0 0 0 11 0% 35 8:45 AM to 9:00 AM 0 0 5 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 10 0% 34 9:00 AM to 9:15 AM 0 0 3 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 6 0% 37 9:15 AM to 9:30 AM 0 0 5 0 1 0 0 2 0 0 0 1 0 0 0 0 0 0 0 0 8 13% 36 9:30 AM to 9:45 AM 0 0 3 0 1 0 0 5 1 0 0 0 0 1 0 0 0 0 0 0 10 10% 38 9:45 AM to 10:00 AM 0 2 8 0 0 0 0 2 0 0 0 0 0 1 0 0 0 0 0 0 13 0% 37 10:00 AM to 10:15 AM 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 5 0% 35 10:15 AM to 10:30 AM 0 0 6 0 1 0 0 3 0 0 0 1 0 0 0 0 0 0 0 0 10 10% 51 10:30 AM to 10:45 AM 0 0 6 0 0 0 0 2 0 0 0 1 0 0 0 0 0 0 0 0 9 0% 74 10:45 AM to 11:00 AM 0 0 6 0 0 0 0 3 2 0 0 0 0 0 0 0 0 0 0 0 11 0% 94 11:00 AM to 11:15 AM 0 2 6 0 0 0 0 10 2 0 0 1 0 0 0 0 0 0 0 0 21 0% 108 11:15 AM to 11:30 AM 0 5 7 0 1 0 0 11 4 1 0 3 0 3 0 0 0 0 0 0 33 6% 98 11:30 AM to 11:45 AM 0 0 12 0 0 0 0 10 0 0 0 4 0 3 1 0 0 0 0 0 29 3% 70 11:45 AM to 12:00 PM 0 0 9 0 0 0 0 12 2 0 0 1 0 1 0 0 0 0 0 0 25 0% 58 12:00 PM to 12:15 PM 0 0 3 0 0 0 0 6 1 0 0 1 0 0 0 0 0 0 0 0 11 0% 46 12:15 PM to 12:30 PM 0 1 2 0 1 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5 20% 53 12:30 PM to 12:45 PM 0 0 10 0 0 0 0 5 1 1 0 1 0 0 0 0 0 0 0 0 17 6% 63 12:45 PM to 1:00 PM 0 1 4 0 0 0 0 6 1 0 0 0 0 1 0 0 0 0 0 0 13 0% 66 1:00 PM to 1:15 PM 0 1 7 0 0 0 0 9 0 0 0 1 0 0 0 0 0 0 0 0 18 0% 77 1:15 PM to 1:30 PM 0 1 11 0 0 0 0 2 0 0 0 0 0 1 0 0 0 0 0 0 15 0% 92 1:30 PM to 1:45 PM 0 0 12 0 2 0 0 8 0 0 0 0 0 0 0 0 0 0 0 0 20 10% 122 1:45 PM to 2:00 PM 0 1 13 0 0 0 0 6 2 0 0 2 0 0 0 0 0 0 0 0 24 0% 196 2:00 PM to 2:15 PM 0 5 9 0 0 0 0 12 4 0 0 2 0 1 0 0 0 0 0 0 33 0% 206 2:15 PM to 2:30 PM 0 8 5 0 1 0 0 11 18 1 0 2 0 1 0 0 0 0 0 0 45 4% 191 2:30 PM to 2:45 PM 0 12 12 0 1 0 0 34 15 0 1 9 0 11 0 0 0 0 0 0 94 1% 170 2:45 PM to 3:00 PM 0 3 9 0 0 0 0 11 6 1 0 1 0 4 0 0 0 0 0 0 34 3% 99 3:00 PM to 3:15 PM 0 2 3 0 0 0 0 7 2 1 0 1 0 3 0 0 0 0 0 0 18 6% 91 3:15 PM to 3:30 PM 1 1 11 0 1 0 0 7 1 0 0 2 0 1 0 0 0 0 0 0 24 4% 93 3:30 PM to 3:45 PM 0 1 14 0 1 0 0 3 1 0 0 1 0 3 0 0 0 0 0 0 23 4% 88 3:45 PM to 4:00 PM 1 0 9 0 0 0 0 13 1 1 0 1 0 1 0 0 0 0 0 0 26 4% 77 4:00 PM to 4:15 PM 0 1 15 0 1 0 0 2 0 0 0 0 0 2 0 0 0 0 0 0 20 5% 64 4:15 PM to 4:30 PM 0 0 5 0 0 0 0 11 0 0 0 3 0 0 0 0 0 0 0 0 19 0% 58 4:30 PM to 4:45 PM 0 0 4 0 1 0 0 6 0 0 0 1 0 1 0 0 0 0 0 0 12 8% 66 4:45 PM to 5:00 PM 0 0 3 0 0 0 0 8 2 0 0 0 0 0 0 0 0 0 0 0 13 0% 74 5:00 PM to 5:15 PM 0 0 4 0 0 0 0 7 0 0 0 2 0 1 0 0 0 0 0 0 14 0% 82 5:15 PM to 5:30 PM 1 1 15 0 0 0 0 6 0 0 0 2 0 2 0 0 0 0 0 0 27 0% 168 5:30 PM to 5:45 PM 0 0 10 0 1 0 0 8 1 0 0 1 0 0 0 0 0 0 0 0 20 5% 160 5:45 PM to 6:00 PM 0 1 7 0 0 0 0 11 1 0 0 1 0 0 0 0 0 0 0 0 21 0% 152 6:00 PM to 6:15 PM 0 0 3 0 0 0 0 96 0 0 0 1 0 0 0 0 0 0 0 0 100 0% 141 6:15 PM to 6:30 PM 0 0 10 0 0 0 0 9 0 0 0 0 0 0 0 0 0 0 0 0 19 0% 50 6:30 PM to 6:45 PM 2 1 4 0 0 0 0 4 0 0 0 1 0 0 0 0 0 0 0 0 12 0% 43 6:45 PM to 7:00 PM 0 0 3 0 1 0 0 5 1 0 0 0 0 1 0 0 0 0 0 0 10 10% 45 7:00 PM to 7:15 PM 0 0 7 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 9 0% 40 7:15 PM to 7:30 PM 0 0 6 0 0 0 0 4 1 0 0 1 0 0 0 0 0 0 0 0 12 0% 42 7:30 PM to 7:45 PM 1 1 4 0 0 0 0 4 1 0 0 3 0 0 0 0 0 0 0 0 14 0% 52 7:45 PM to 8:00 PM 1 0 3 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5 0% 53 8:00 PM to 8:15 PM 0 1 6 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 11 0% 62 8:15 PM to 8:30 PM 0 1 8 0 0 0 0 10 2 0 0 1 0 0 0 0 0 0 0 0 22 0% 62 8:30 PM to 8:45 PM 0 0 8 0 0 0 0 5 1 0 0 1 0 0 0 0 0 0 0 0 15 0% 50 8:45 PM to 9:00 PM 0 0 7 0 0 0 0 6 0 0 0 0 0 1 0 0 0 0 0 0 14 0% 37 9:00 PM to 9:15 PM 0 0 6 0 0 0 0 4 0 0 0 1 0 0 0 0 0 0 0 0 11 0% 26 9:15 PM to 9:30 PM 0 0 8 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 10 0% 21 9:30 PM to 9:45 PM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 2 0% 15 9:45 PM to 10:00 PM 0 0 2 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 3 0% 17 10:00 PM to 10:15 PM 0 1 2 0 0 0 0 2 0 0 0 0 0 1 0 0 0 0 0 0 6 0% 17 10:15 PM to 10:30 PM 0 0 1 0 0 0 0 2 1 0 0 0 0 0 0 0 0 0 0 0 4 0% 16 10:30 PM to 10:45 PM 0 0 1 0 0 0 0 2 0 0 0 0 0 1 0 0 0 0 0 0 4 0% 13 10:45 PM to 11:00 PM 0 0 1 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 3 0% 10 11:00 PM to 11:15 PM 0 0 1 0 0 0 0 2 0 0 0 0 0 2 0 0 0 0 0 0 5 0% 8 11:15 PM to 11:30 PM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0% 11:30 PM to 11:45 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0% 11:45 PM to 12:00 AM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0% 7 82 466 0 19 0 0 586 104 8 1 67 0 58 1 0 0 0 0 0 1371 2% 242 206
TOTALS
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles Truck % PHF 7:30 AM to 8:30 AM 0 22 69 0 1 0 0 110 27 1 0 10 0 4 0 0 0 0 0 0 242 1% 0.59 2:00 PM to 3:00 PM 0 28 35 0 2 0 0 68 43 2 1 14 0 17 0 0 0 0 0 0 206 2% 0.55 Northbound Southbound

PEAK HOUR
Eastbound Westbound

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Left Thru Right Left Thru Right Left Thru Right Left Thru Right North CW South CW East CW West CW Bicycles Pedestrians 12:00 AM to 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 AM to 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 AM to 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 AM to 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM to 1:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:15 AM to 1:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:30 AM to 1:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:45 AM to 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM to 2:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:15 AM to 2:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:30 AM to 2:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:45 AM to 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM to 3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15 AM to 3:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30 AM to 3:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45 AM to 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM to 4:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 AM to 4:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 AM to 4:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 AM to 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM to 5:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15 AM to 5:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 5:30 AM to 5:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 5:45 AM to 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 6:00 AM to 6:15 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 2 0 3 6:15 AM to 6:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 6:30 AM to 6:45 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 3 1 3 1 6:45 AM to 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 7:00 AM to 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 7:15 AM to 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM to 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM to 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 2 0 7 0 Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
Lincoln Avenue @ East Linzmeier Drive 36.5511495
Tulare -119.3882951
Monday, August 14, 2023 Clear
8:00 AM to 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 3 0 7 0 8:15 AM to 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 2 0 8:30 AM to 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 2 0 8:45 AM to 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 9:00 AM to 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 9:15 AM to 9:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 AM to 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 9:45 AM to 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 10:00 AM to 10:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 10:15 AM to 10:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:30 AM to 10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:45 AM to 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 AM to 11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 0 11:15 AM to 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 2 0 11:30 AM to 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 AM to 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 2 0 12:00 PM to 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 PM to 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 PM to 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 PM to 1:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1:00 PM to 1:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1:15 PM to 1:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1:30 PM to 1:45 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1:45 PM to 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 2:00 PM to 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2:15 PM to 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2:30 PM to 2:45 PM 0 0 0 0 1 0 0 0 0 0 0 0 6 0 0 4 1 10 1 2:45 PM to 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 PM to 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 3 0 3:15 PM to 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 3:30 PM to 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 3:45 PM to 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 PM to 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM to 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM to 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM to 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5:00 PM to 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5:15 PM to 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5:30 PM to 5:45 PM 0 0 0 0 1 0 0 0 0 0 0 0 2 0 0 0 1 2 1 5:45 PM to 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 PM to 6:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:15 PM to 6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30 PM to 6:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45 PM to 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 7:00 PM to 7:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 7:15 PM to 7:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 10 0 12 0 7:30 PM to 7:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 0 7:45 PM to 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 8:00 PM to 8:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15 PM to 8:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 PM to 8:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 PM to 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 PM to 9:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15 PM to 9:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 PM to 9:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:45 PM to 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM to 10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:15 PM to 10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:30 PM to 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:45 PM to 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM to 11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:15 PM to 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 PM to 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 PM to 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5 0 0 0 0 0 0 0 38 0 0 34 6 72 1
Left Thru Right Left Thru Right Left Thru Right Left Thru Right North CW South CW East CW West CW Bicycles Pedestrians 7:30 AM to 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 10 0 0 6 0 16 2:00 PM to 3:00 PM 0 0 0 0 1 0 0 0 0 0 0 0 6 0 0 4 1 10 Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS

PEAK HOUR

DAILY TOTALS
Metro Traffic Data Inc. Vehicle Stop-Delays
310 N. Irwin Street - Suite 20
Hanford, CA 93230
Prepared For:
800-975-6938 Phone/Fax 4-Creeks, Inc.
www.metrotrafficdata.com 324 S Santa Fe St
Visalia, CA 93292

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
7:30 7:45 8:00 8:15 P.H.
1 4 5 4 14
4 17 5 4 8
4 40 10 5 40
1 1 1 1 1
14:00 14:15 14:30 14:45 P.H.
3 3 21 5 32
4 4 21 11 16
8 7 63 20 63
1 1 4 2 4
*Times listed in seconds.

MAX QUEUE
Eastbound STOP
Time

TOTAL VEHICLES

AVERAGE STOP TIME

MAX STOP TIME

MAX QUEUE
Eastbound STOP
Time

TOTAL VEHICLES

AVERAGE STOP TIME

MAX STOP TIME
Lincoln Avenue @ East Linzmeier Drive 36.5511495
Tulare -119.3882951
Monday, August 14, 2023 Clear
Description
Survey Date
Latitude
Longitude
Number of Lanes
Average Speed
85th Percintile Speed:

Metro Traffic Data Inc. Prepared For:
310 N. Irwin Street - Suite 20 10mph Pace:

Hanford, CA 93230 4-Creeks, Inc.
324 S Santa Fe St % in Pace:
800-975-6938 Phone/Fax Visalia, CA 93292
www.metrotraffic data.com
HOUR :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T TOTAL 12:00 AM - 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM - 2:00 AM 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2:00 AM-3:00 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3:00 AM - 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM - 5:00 AM 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 5:00 AM - 6:00 AM 0 0 0 0 0 1 1 1 0 3 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 6:00 AM - 7:00 AM 0 0 0 1 1 0 1 1 0 2 0 0 2 2 4 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 7:00 AM - 8:00 AM 1 3 2 6 12 0 3 6 10 19 4 3 7 20 34 0 0 3 2 5 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 73 8:00 AM - 9:00 AM 4 1 0 0 5 11 2 3 0 16 5 1 4 5 15 3 1 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 42 9:00 AM - 10:00 AM 0 0 0 2 2 0 2 3 3 8 2 4 0 3 9 0 0 1 0 1 1 0 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22 10:00 AM - 11:00 AM 0 0 1 0 1 0 4 4 1 9 0 2 0 4 6 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17 11:00 AM - 12:00 pM 2 3 1 0 6 6 5 8 1 20 2 3 4 4 13 0 1 1 2 4 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 45 12:00 PM - 1:00 PM 1 1 1 1 4 0 2 1 0 3 1 1 5 3 10 1 0 1 1 3 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 22 1:00 PM - 2:00 PM 1 0 1 0 2 4 6 8 6 24 3 6 2 6 17 0 0 1 2 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 46 2:00 PM - 3:00 PM 1 3 3 1 8 3 5 12 7 27 6 6 9 4 25 2 0 0 0 2 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 66 3:00 PM - 4:00 PM 2 1 0 1 4 2 3 3 4 12 0 9 6 6 21 1 0 5 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 43 4:00 PM - 5:00 PM 0 2 0 0 2 5 3 5 2 15 9 1 0 1 11 1 0 2 0 3 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 33 5:00 PM - 6:00 PM 1 0 1 1 3 1 7 9 4 21 1 7 1 2 11 1 1 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 37 6:00 PM - 7:00 PM 0 3 1 2 6 1 4 5 3 13 2 2 2 1 7 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 27 7:00 PM - 8:00 PM 1 1 1 1 4 2 1 2 2 7 2 3 4 1 10 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23 8:00 PM - 9:00 PM 1 0 0 1 2 3 6 5 2 16 2 4 2 4 12 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 31 9:00 PM - 10:00 PM 0 3 0 0 3 3 3 0 2 8 3 0 0 0 3 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16 10:00 PM - 11:00 PM 1 0 0 0 1 2 1 1 0 4 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 11:00 PM - 12:00 AM 1 0 0 0 1 1 0 0 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 Total 568
Percentage 100.0%
Average Speed: 25 mph 85th Percentile Speed : 29 mph 10mph Pace: 20 - 29 MPH % in Pace: 75% HOUR :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T TOTAL 12:00 AM - 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM - 2:00 AM 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2:00 AM-3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3:00 AM - 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM - 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM - 6:00 AM 0 0 0 1 1 0 0 1 1 2 1 2 0 0 3 2 0 2 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 6:00 AM - 7:00 AM 0 0 2 1 3 0 0 2 2 4 1 0 0 1 2 0 1 0 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 7:00 AM - 8:00 AM 0 0 0 1 1 0 1 4 13 18 3 1 17 27 48 1 3 7 11 22 0 0 1 2 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 92 8:00 AM - 9:00 AM 4 2 0 0 6 18 3 2 0 23 12 6 1 2 21 6 0 1 2 9 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 60 9:00 AM - 10:00 AM 0 0 1 0 1 1 0 1 1 3 0 2 1 0 3 1 0 3 1 5 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13 10:00 AM - 11:00 AM 0 0 0 0 0 1 0 1 2 4 1 4 1 2 8 1 1 0 1 3 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16 11:00 AM - 12:00 pM 0 2 0 3 5 4 4 3 2 13 4 4 3 6 17 2 4 3 2 11 1 0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 48 12:00 PM - 1:00 PM 0 0 0 1 1 1 0 1 1 3 2 1 2 3 8 2 1 3 0 6 1 0 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20 1:00 PM - 2:00 PM 0 0 0 1 1 0 0 2 0 2 4 1 4 5 14 1 0 0 2 3 2 1 0 0 3 1 0 0 0 1 0 0 0 0 0 1 0 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 26 2:00 PM - 3:00 PM 0 4 20 2 26 3 12 17 5 37 4 9 9 3 25 3 4 0 4 11 1 0 1 1 3 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 105 3:00 PM - 4:00 PM 0 1 1 1 3 0 1 1 3 5 4 1 2 5 12 1 5 0 4 10 1 0 0 1 2 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 34 4:00 PM - 5:00 PM 0 0 0 0 0 1 1 1 1 4 0 2 3 4 9 1 7 3 4 15 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 29 5:00 PM - 6:00 PM 1 0 0 0 1 1 2 1 2 6 3 1 3 6 13 2 3 3 3 11 1 0 0 1 2 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 34 6:00 PM - 7:00 PM 0 2 0 0 2 1 1 1 2 5 2 2 2 3 9 4 4 1 1 10 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 28 7:00 PM - 8:00 PM 0 0 1 0 1 0 0 0 0 0 1 2 1 1 5 1 2 2 0 5 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 8:00 PM - 9:00 PM 1 0 0 0 1 1 0 1 0 2 1 10 2 1 14 0 0 1 3 4 1 1 1 1 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 25 9:00 PM - 10:00 PM 0 1 0 0 1 0 1 0 0 1 1 0 0 1 2 1 0 0 0 1 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 10:00 PM - 11:00 PM 0 0 0 0 0 0 1 1 0 2 2 1 1 1 5 0 1 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 11:00 PM - 12:00 AM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 2 0 0 0 1 1 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 Total 585
Percentage 100.0%
Average Speed: 26 mph 85th Percentile Speed : 31 mph 10mph Pace: % in Pace: 73% 2 Speed Volume
Lincoln Avenue @ East Linzmeier Drive
Monday, August 14, 2023

36.5511495
-119.3882951
65-70 MPH
26 30
21 - 30 MPH
71%
Northbound Approach
0-20 MPH 20-25 MPH 25-30 MPH 30-35 MPH 35-40 MPH
3 70-75 MPH 75-80 MPH OVER 80 MPH
68 230 212 41 7 2 0
40-45 MPH 45-50 MPH 50-55 MPH 55-60 MPH 60-65 MPH
Southbound Approach
0 12.0% 40.5% 37.3% 7.2% 1.2% 0.4% 0.0% 0.0% 0.2%
0 1 0 2 2

0.0% 0.4% 0.4% 0.5% 0.0%
0-20 MPH 20-25 MPH 25-30 MPH 30-35 MPH 35-40 MPH 40-45 MPH 70-75 MPH 0 75-80 MPH OVER 80 MPH
54 135 220 135 29 8 1 2
45-50 MPH 50-55 MPH 55-60 MPH 60-65 MPH 65-70 MPH
0 0 1 0 0

9.2% 23.1% 37.6% 23.1% 5.0% 0.0% 0.0%
22 - 31 MPH

1.4% 0.2% 0.3% 0.0% 0.0% 0.2% 0.0%
-20
0 20
40 60
80 100
Percentile
Speed (MPH)
Speed Curve
Northbound Approach Southbound Approach Both Directions 8/15/2023
Location Distance Cross Street Date Time Day BCS Code Incident No.

Traffic Accident Report
Grouped and Sorted By Location, Cross Street and Date
Intersection PCF
500 B LINCOLN AV X E NORTH WY 11/30/19 1716 SAT 22107 Other - Public-Towaway DA1903681 500 B LINCOLN AV FEET NORTH E NORTH WY 08/11/23 1508 FRI 22106 Other - Public-Drivable DA2302665 671 LINCOLN AV SOUTH LINZMEIR WY 06/30/20 0101 TUE 23152(B) D.U.I-Private - Towaway DA2001671 Record Count 3
1 ATTACHMENT B
5 7 1
100.00' 4
100.00'
6 32.00'

32.00'

32.00'
200.00'
195.00'

LINZMEIER DRIVE
4 7

8.00'
9 9
10 5.00'
3 3
5 2

8.00'
6 100.00' 32.00' 32.00' 1 LINCOLN AVENUE

VERMONT AVENUE

LINCOLN

ELEMENTARY
SCHOOL
8 10
2 50 LF 22
50 LF 22
22 50 LF
50 LF 22
50 LF 22
22 50 LF
5 5
145.00'
100.00' 32.00' 32.00' 120.00'
5 www.4-creeks.com
FAX: 559.802.3215
TEL: 559.802.3052
324 S. SANTA FE, STE. A
VISALIA, CA 93292
PREPARED BY:
0'
NORTH
60' 60'
LEGEND

KEYNOTES

INSTALL STOP PAVEMENT MARKINGS IN ACCORDANCE WITH STATE STANDARD PLAN A24D. STOP MARKINGS SHALL BE WHITE
THERMOPLASTIC.

SIGNING, STRIPING, & MARKINGS NOTES 13

1. WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITIONS

OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION

STANDARD PLANS AND SPECIFICATIONS, SIGN SPECIFICATION

SHEETS, THE CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL

DEVICES , THE CITY OF DINUBA PUBLIC IMPROVEMENT STANDARDS, AND THE SPECIAL PROVISIONS.

2. THESE PLANS ARE ACCURATE FOR SIGNING, STRIPING, & MARKINGS ONLY.

3. ALL EXISTING STRIPING OR PAVEMENT MARKINGS IN CONFLICT WITH IMPROVEMENTS ARE TO BE REMOVED BY LIGHTLY GRINDING.

4. EXISTING STRIPING AND PAVEMENT MARKINGS TO BE REFRESHED IN-KIND WHEREVER DISTURBED DURING CONSTRUCTION.

PROTECT IN PLACE EXISTING R1-1 SIGN.

REMOVE EXISTING SIGN AND INSTALL RECTANGULAR FLASHING BEACON AND SW24-2(CA) SIGN.
4 INSTALL RECTANGULAR RAPID FLASHING BEACON (RRFB) AND SW24-3(CA) SIGN.
2 INSTALL SW24-2(CA) SIGN.
5 INSTALL SW24-1(CA) SIGN. 6 INSTALL HIGH VISIBILITY CROSSWALK PER CITY STD. P-6. 7

INSTALL SLOW PAVEMENT MARKINGS IN ACCORDANCE WITH STATE STANDARD PLAN A24D. SLOW MARKINGS SHALL BE YELLOW
THERMOPLASTIC.

INSTALL SCHOOL PAVEMENT MARKINGS IN ACCORDANCE WITH STATE STANDARD PLAN A24D. SCHOOL MARKINGS SHALL BE YELLOW
THERMOPLASTIC.

INSTALL XING PAVEMENT MARKINGS IN ACCORDANCE WITH STATE STANDARD PLAN A24D. XING MARKINGS SHALL BE YELLOW
THERMOPLASTIC.
8 PROTECT IN PLACE EXISTING W1-7 SIGN AND TYPE 1 OBJECT MARKER. 9 PROTECT IN PLACE EXISTING D11-1 SIGN. 10 PROTECT IN PLACE EXISTING W8-2 SIGN.

REMOVE AND SALVAGE EXISTING SIGN AND POST TO CITY PUBLIC WORKS YARD.
300.00'
147.00'
XX INSTALL DETAIL NO. PER STATE STANDARD PLANS (PER LENGTH SHOWN

ON PLAN)

ATTACHMENT C
0 Phone: 559-802-3052
Email: [email protected]
324 S. SANTA FE STREET, SUITE A
VISALIA, CA 93292
Tulare Street and Uruapan Drive
City of Dinuba, CA
December 4, 2023

MULTI-WAY STOP

WARRANT ANALYSIS
www.4-creeks.com
1 Multi-Way Stop Warrant – Tulare Street
and Uruapan Drive
Overview
The City of Dinuba has requested 4Creeks to conduct a multi-way stop warrant analysis at the intersection of West Tulare Street and Uruapan Drive. This analysis evaluated existing traffic volumes, crash history, and existing traffic conditions. This study has been conducted in accordance with the latest version of the California Manual on Uniform Traffic Control Devices (CA MUTCD).

Existing Conditions
The studied intersection is currently a four-legged intersection with stop signs on the minor road approaches (Uruapan Drive). Tulare Street is one of Dinuba’s commercial main streets with one lane in each direction and a posted speed limit of 25 mph. Tulare Street has diagonal parking on both sides of the street. Uruapan Drive is a collector street with one lane in each direction, on-street parking, and a posted speed limit of 25 mph. Tulare Street and Uruapan Drive are both designated truck routes. The studied intersection is located mainly in commercial zoning.

Data Collection
Existing weekday traffic volume counts (including vehicle, truck, pedestrian, and bicycles) were taken at the studied intersection by Metro Traffic Data, Inc. on Wednesday, November 1, 2023, for a 24-hour period. Metro Traffic Data also conducted a speed survey on Tulare Street on the same day. The collected traffic data, including count data and speed survey, can be found in Attachment A.

The traffic data indicates a total of 6,282 vehicles per day at the studied intersection. The morning and afternoon peak hours are 11:45 a.m. to 12:45 p.m. and 4:15 p.m. to 5:15 p.m. with 495 and 599 total vehicles entering the intersection each hour, respectively. There was a total of 141 trucks per day at the studied intersection; 75 of which were traveling on Tulare Street.

The traffic data indicates a total of 62 bicycles and 461 pedestrians per day entering the studied intersection. There were no bicyclists in the a.m. peak hour and only three bicyclists in the p.m. peak hour. There were 41 pedestrians during the a.m. peak hour: 11 crossing the north www.4-creeks.com
2 crosswalk, four crossing the south crosswalk, seven crossing the east crosswalk, and 19 crossing the west crosswalk. There were 50 pedestrians in the p.m. peak hour: five crossing the north crosswalk, three crossing the south crosswalk, and 42 crossing the west crosswalk.

The speed survey indicates the 85th-percentile speed (the speed at or below which 85 percent of drivers are traveling on a roadway segment) on Tulare Street is 29 mph while the average speed is 24 mph. The posted speed limit on Tulare Street is 25 mph.

Crash History
The crash records for the studied intersection were obtained from the City of Dinuba Police Department for the period of 2019 to 2023. During this time, there were a total of 11 crashes: one in 2019, one in 2020, two in 2021, four in 2022, and three in 2023. There was one crash in 2023 that involved a pedestrian. Related data is included in Attachment B.

C. Minimum volumes:

1. The vehicular volume entering the intersection from the major street approaches (total of both approaches) averages at least 300 vehicles per hour for any 8 hours of an average day; and

3. If the 85th-percentile approach speed of the major-street traffic exceeds 40 mph, the minimum vehicular volume warrants are 70 percent of the values provided in Items 1 and 2.
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3 D. Where no single criterion is satisfied, but where Criteria B, C.1, and C.2 are all satisfied to 80 percent of the minimum values. Criterion C.3 is excluded from this condition.

Option:

Other criteria that may be considered in an engineering study include:

Criterion A – Interim Measure
The installation of a traffic control signal is not currently planned at this intersection; therefore, Criterion A shown above is not applicable.

Criterion B - Crash History
Based on the crash data provided by the City of Dinuba Police Department, there were a total of 11 crashes that may be susceptible to correction by a multi-way stop installation: one in 2019, one in 2020, two in 2021, four in 2022, and three in 2023. There was one crash in 2023 that involved a pedestrian. The most crashes that occurred in a 12-month period was five, from August 18, 2021 to August 15, 2022, at the intersection of Tulare Avenue and Uruapan Drive. Thus, Criterion B is met.

Criterion C - Traffic Volume
For a multi-way stop to be warranted based on the volume criteria in the CA MUTCD, Tulare Street (major street) would need to average a minimum of 300 vehicles per hour for any eight hours. In addition, Uruapan Drive (minor street) would need an average combined vehicular, pedestrian, and bicycle volume of 200 units or more in the same 8-hour period.

Based on the data taken, the eight peak hours are from 10 a.m. to 11 a.m. and 12 p.m. to 6 p.m.

The average volume entering the intersection from Tulare Street was 354 and the average www.4-creeks.com
4 combined vehicular, pedestrian, and bicycle volume entering from Uruapan Drive was 168. To also meet Criterion C2, in addition to the volume requirements, the average delay to minor street vehicle traffic must be at least 30 seconds per vehicle during the highest hour. Based on the data taken (see Attachment A), the average delay during the a.m. peak hour for the northbound and southbound approach was five seconds and seven seconds, respectively.

During the p.m. peak hour, the average delay for the northbound and southbound approach was seven seconds and 11 seconds, respectively. The average during the highest hour does not meet the requirement. Even though the major street (Tulare Street) met the 300 vehicle minimum volume requirements, the minor street (Uruapan Drive) did not meet the 200 unit minimum or the delay requirements. Criteria C.1 for the major street was met, but Criteria C.2 was not met.

The major street (Tulare Street) has an 85th-percentile speed of 29 mph and a posted speed limit of 25 mph. Since the 85th-percentile speed does not exceed 40 mph, the intersection does not meet Criterion C.3 to reduce the minimum vehicular volume thresholds to 70 percent of the values indicated in Criteria C.1 and C.2.

Although Criteria C.1 was met, Criteria C.2 was not met and Criteria C.3 is excluded, a multiway stop is not warranted based on Criteria C.

Criterion D - Combination Warrant
The combination warrant only applies when none of the above criteria are met but the crash and minimum volume criteria can all be satisfied to 80 percent of the minimum values. This would require four crashes in a 12-month period; 240 vehicles per hour on the major street for eight hours; and 160 vehicles, pedestrians, and bicycles per hour on the minor street during the same eight hours. All three criteria were met. Therefore, Criterion D is met.

Optional Warrants
The following four are optional warrants that the CA MUTCD outlines that when the above warrants are not met, can be used as justification in conjunction with engineering judgment.

Left-Turn Conflicts
This optional warrant is intended to control conflicts between left-turning traffic on the major street with oncoming through traffic. Given the low crash history, as well as low volumes, there is no evidence of a left-turn conflict. Therefore, this optional warrant is not met. www.4-creeks.com
5 Vehicle/Pedestrians Conflict
This warrant addresses pedestrian and vehicle conflicts in high pedestrian areas. There were 461 pedestrians in a 24-hour period with 134 pedestrians crossing the north crosswalk, 40 crossing the south crosswalk, 28 crossing the east crosswalk, and 259 crossing the west crosswalk. Given the low pedestrian volume and only one reported vehicle/pedestrian crash at this intersection within the study period, there is no evidence of the need to control vehicle/pedestrian conflicts. Therefore, this optional warrant is not met.

Visibility
When an intersection does not have stop controls, a clear line of sight needs to be maintained between the driver on the minor road (Uruapan Drive) and the driver on the major road (Tulare Street). Adequate time is needed for the stopped vehicle on the minor street to either turn left, right, or cross all travel lanes without radically altering the speed of traffic on the major street. Corner sight distance was evaluated based on the criteria contained in the California Department of Transportation’s (Caltrans') Highway Design Manual, 7th Edition, 2019.

Recommended sight distances for public streets are based on corner sight distance and the approach speed of the major street. As previously noted, Tulare Street has a posted speed limit of 25 mph. The minimum corner sight distance (feet) should be determined by the equation:

1.47VmTg
where Vm is the design speed (mph) of the major road and Tg is the time gap (seconds) for the minor road vehicle to enter the major road. As indicated in the Highway Design Manual for passenger cars, Tg is 7.5 seconds for left-turns from the minor street and Tg is 6.5 seconds for right-turns and crossing maneuvers from the minor street. Therefore, the recommended corner sight distances are 276 feet and 239 feet for left-turns from Uruapan Drive and for right-turns and crossing maneuvers from Uruapan Drive, respectively. This optional warrant could be considered met under existing conditions and could be considered justification for installing a multi-way stop control. In addition to installing a multi-way stop at the studied intersection, installing bulb-out curb returns and ramps at each corner, as shown on Attachment C, can improve visibility and improve pedestrian safety. Bulb-out curb returns and ramps will narrow the travel lanes as vehicles approach the intersection. As a result, visibility for vehicles making left- and right-turns from the minor road will be improved. Bulb-outs also slow vehicles by reducing the curb radii and by providing better visual cues of pedestrian activity. They also improve pedestrian safety by reducing the pedestrian crossing distance and the time pedestrians are exposed to traffic as they cross. www.4-creeks.com
6 Residential Collector Street
For this warrant to be applicable, the intersection in question must be of two residential neighborhood collector streets of similar designs and operating characteristics. Both Tulare Street and Uruapan Drive are not residential collector streets of similar designs; therefore, this optional warrant is not applicable.

Results and Conclusions
The result of the multi-way stop warrant analysis indicates a multi-way stop is warranted based on the criteria set by the CA MUTCD. As there were five crashes within a 12-month period, Criterion B was met. Criterion D is also met, as the crash and minimum volume criteria are all satisfied to 80 percent of the minimum values. The optional warrant concerning visibility could also be considered met under existing conditions and could be considered justification for installing a multi-way stop control. In addition, installing bulb-out curb returns and ramps at each corner of the studied intersection can improve visibility. Bulb-out curb returns and ramps will narrow the travel lanes and provide better visibility for vehicles making left- and right-turns from the minor road. Bulb-outs also slow vehicles and improve pedestrian safety. Therefore, a multi-way stop with bulb-out curb returns and ramps is recommended.

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
TOTALS Truck
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles % Hourly Total 12:00 AM to 12:15 AM 0 0 0 0 0 0 4 2 0 0 0 0 4 0 0 0 0 2 1 0 13 0% 38 12:15 AM to 12:30 AM 0 0 0 0 0 0 4 0 0 0 0 0 2 0 0 0 0 1 1 0 8 0% 29 12:30 AM to 12:45 AM 0 0 0 0 0 0 1 2 0 0 0 0 3 1 0 0 1 3 1 0 12 0% 25 12:45 AM to 1:00 AM 0 0 0 0 0 0 2 1 0 0 0 0 1 0 0 0 0 1 0 0 5 0% 19 1:00 AM to 1:15 AM 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 2 0 4 0% 15 1:15 AM to 1:30 AM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 2 0 0 4 0% 15 1:30 AM to 1:45 AM 0 0 0 0 0 0 3 0 0 0 0 0 1 0 0 0 0 2 0 0 6 0% 15 1:45 AM to 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0% 15 2:00 AM to 2:15 AM 0 1 0 0 0 0 0 2 0 0 0 0 1 0 0 0 0 0 0 0 4 0% 17 2:15 AM to 2:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 1 0 0 0 1 0 3 33% 14 2:30 AM to 2:45 AM 0 0 1 0 0 0 1 0 0 0 0 0 3 0 0 0 0 1 0 0 6 0% 13 2:45 AM to 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 1 0 3 0% 8 3:00 AM to 3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 0% 7 3:15 AM to 3:30 AM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 1 0 0 3 0% 13 3:30 AM to 3:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0% 12 3:45 AM to 4:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 2 0% 18 4:00 AM to 4:15 AM 0 0 3 0 0 0 0 2 0 0 0 0 0 0 0 0 0 2 0 0 7 0% 35 4:15 AM to 4:30 AM 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 2 0% 47 4:30 AM to 4:45 AM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 2 0 7 0% 72 4:45 AM to 5:00 AM 0 0 6 0 0 0 1 4 0 0 0 0 1 0 0 0 0 3 4 0 19 0% 100 5:00 AM to 5:15 AM 0 0 4 0 0 0 1 0 0 0 0 0 5 0 1 0 0 4 3 1 17 12% 120 5:15 AM to 5:30 AM 0 0 2 1 0 0 2 1 0 0 0 0 6 1 0 0 0 12 1 1 26 4% 140 5:30 AM to 5:45 AM 0 2 2 0 0 0 0 3 0 1 0 0 9 4 0 0 3 9 2 0 34 3% 153 5:45 AM to 6:00 AM 0 2 7 1 0 0 0 0 0 0 0 1 5 2 0 0 2 16 3 0 39 0% 164 6:00 AM to 6:15 AM 0 0 5 3 2 0 2 4 0 0 0 0 6 0 0 0 2 15 0 0 37 5% 166 6:15 AM to 6:30 AM 0 2 6 1 1 0 0 2 0 0 0 1 4 0 0 0 2 18 3 0 39 3% 165 6:30 AM to 6:45 AM 0 3 3 0 0 0 0 2 0 0 0 1 7 0 0 0 0 27 2 1 45 2% 181 6:45 AM to 7:00 AM 0 0 4 3 3 0 0 4 0 0 0 0 7 1 0 0 1 13 4 1 37 11% 204 7:00 AM to 7:15 AM 0 1 4 2 0 0 3 3 1 0 0 0 6 1 0 0 2 11 4 0 38 0% 249 7:15 AM to 7:30 AM 0 2 2 2 0 0 4 4 0 0 0 1 21 1 0 0 1 14 3 1 55 2% 286 7:30 AM to 7:45 AM 0 3 9 1 1 0 2 3 3 2 0 1 20 2 1 0 2 16 3 0 65 6% 312 7:45 AM to 8:00 AM 0 2 2 3 0 0 4 3 2 0 0 0 36 3 0 0 4 21 5 1 85 1% 309 8:00 AM to 8:15 AM 0 2 5 1 0 0 2 8 2 2 0 1 21 5 0 0 2 19 4 1 72 4% 312 8:15 AM to 8:30 AM 0 2 5 4 1 0 2 5 1 0 0 1 22 5 1 0 1 26 5 1 79 4% 300 8:30 AM to 8:45 AM 0 0 7 2 1 0 1 2 3 0 0 1 22 0 1 0 1 19 5 1 63 5% 279 8:45 AM to 9:00 AM 0 2 5 1 0 0 3 7 2 1 0 0 35 4 0 0 6 17 2 4 84 6% 294 9:00 AM to 9:15 AM 0 2 8 2 0 0 2 2 2 1 0 1 17 2 0 0 1 22 1 0 62 2% 316 Westbound
Clear
Time
Northbound Southbound Eastbound
Tulare St @ Uruapan Wy
Tulare
Wednesday, November 1, 2023

36.5392853
-119.3923568

ATTACHMENT A
9:15 AM to 9:30 AM 0 0 3 3 1 0 2 8 2 2 0 2 16 1 0 0 1 17 3 0 58 5% 341 9:30 AM to 9:45 AM 0 0 3 4 0 0 2 9 4 1 0 2 20 5 0 0 0 27 3 1 79 3% 371 9:45 AM to 10:00 AM 0 0 13 8 2 0 7 7 6 2 0 3 23 2 0 0 5 25 7 1 106 5% 383 10:00 AM to 10:15 AM 0 0 2 4 1 0 2 8 4 2 0 3 32 1 0 0 4 17 7 1 84 5% 374 10:15 AM to 10:30 AM 0 3 5 4 0 0 2 3 3 0 0 3 33 3 0 0 4 22 6 0 91 0% 392 10:30 AM to 10:45 AM 0 2 1 5 1 0 6 2 6 0 0 1 34 2 0 0 3 25 5 0 92 1% 386 10:45 AM to 11:00 AM 0 3 8 1 0 0 5 5 4 1 0 1 27 6 0 0 2 31 8 0 101 1% 389 11:00 AM to 11:15 AM 0 2 6 4 1 0 5 6 4 1 0 1 24 4 0 0 8 34 5 1 103 3% 407 11:15 AM to 11:30 AM 0 5 8 7 0 0 4 5 6 2 0 1 17 2 0 0 3 20 4 1 82 4% 433 11:30 AM to 11:45 AM 0 3 6 4 1 0 6 7 2 0 0 5 21 1 0 0 4 25 11 0 95 1% 489 11:45 AM to 12:00 PM 0 3 13 7 0 0 2 9 1 0 0 4 31 5 0 0 8 27 8 2 118 2% 509 12:00 PM to 12:15 PM 0 1 4 7 1 0 5 9 4 1 0 2 38 2 3 0 8 35 12 0 127 4% 527 12:15 PM to 12:30 PM 0 5 11 11 2 0 7 4 2 0 0 3 37 9 0 0 1 41 6 2 137 3% 500 12:30 PM to 12:45 PM 0 4 11 3 1 0 13 11 2 1 0 2 27 2 1 0 3 27 8 0 113 3% 477 12:45 PM to 1:00 PM 0 2 6 6 0 0 9 5 3 0 0 7 36 5 2 0 7 38 12 0 136 1% 490 1:00 PM to 1:15 PM 0 1 1 3 0 0 7 7 7 0 0 3 29 3 0 0 4 30 10 0 105 0% 471 1:15 PM to 1:30 PM 0 1 4 7 1 0 8 10 0 0 0 1 34 5 1 0 5 32 8 1 115 3% 483 1:30 PM to 1:45 PM 0 3 10 3 1 0 7 7 4 2 0 0 32 2 0 0 4 43 11 0 126 2% 485 1:45 PM to 2:00 PM 0 2 9 7 1 0 5 6 2 1 0 3 39 4 2 0 5 32 0 1 114 4% 479 2:00 PM to 2:15 PM 0 3 3 4 1 0 8 6 4 1 0 2 42 1 0 0 6 32 3 1 114 3% 482 2:15 PM to 2:30 PM 0 2 10 9 0 0 9 6 3 0 0 2 29 7 4 0 5 26 7 1 115 4% 490 2:30 PM to 2:45 PM 0 1 5 7 1 0 8 4 2 1 0 3 42 7 1 0 1 30 9 1 119 3% 502 2:45 PM to 3:00 PM 0 1 7 5 0 0 10 7 5 0 0 0 42 3 0 0 3 33 4 2 120 2% 511 3:00 PM to 3:15 PM 0 5 8 6 0 0 1 4 1 1 0 3 42 4 3 0 4 35 8 0 121 3% 519 3:15 PM to 3:30 PM 0 4 14 1 0 0 5 10 6 0 0 2 38 6 1 0 1 34 9 1 130 2% 526 3:30 PM to 3:45 PM 0 4 5 4 0 0 7 4 3 1 0 5 36 1 0 0 5 38 16 3 128 3% 554 3:45 PM to 4:00 PM 0 2 9 5 2 0 6 6 4 0 0 3 45 0 1 0 4 36 6 1 126 3% 563 4:00 PM to 4:15 PM 0 3 8 6 1 0 8 8 6 0 0 2 45 1 0 0 8 31 5 0 131 1% 579 4:15 PM to 4:30 PM 0 3 7 10 4 0 6 9 3 0 0 6 59 7 0 0 5 34 5 2 154 4% 611 4:30 PM to 4:45 PM 0 1 6 6 0 0 6 11 3 0 0 3 46 7 1 0 7 35 7 2 138 2% 570 4:45 PM to 5:00 PM 0 4 8 2 0 0 11 15 3 0 0 0 44 2 1 0 6 38 12 0 145 1% 530 5:00 PM to 5:15 PM 0 0 9 10 2 0 9 10 6 0 0 6 49 6 0 0 3 40 14 0 162 1% 518 5:15 PM to 5:30 PM 0 2 3 7 1 0 9 10 8 0 0 2 32 2 0 0 4 31 8 0 118 1% 492 5:30 PM to 5:45 PM 0 3 6 5 0 0 8 5 6 0 0 1 32 2 1 0 1 25 6 0 100 1% 495 5:45 PM to 6:00 PM 0 0 5 1 0 0 12 7 4 0 0 2 51 6 0 0 2 32 9 3 131 2% 482 6:00 PM to 6:15 PM 0 4 5 8 0 0 13 9 11 0 0 4 36 1 0 0 1 34 11 1 137 1% 455 6:15 PM to 6:30 PM 0 2 7 4 0 0 13 10 6 0 0 6 32 1 0 0 2 28 11 0 122 0% 405 6:30 PM to 6:45 PM 0 6 0 7 1 0 1 5 1 0 0 4 26 3 0 0 5 22 7 0 87 1% 365 6:45 PM to 7:00 PM 0 3 8 2 0 0 10 9 6 0 0 1 28 1 0 0 1 26 12 0 107 0% 337 7:00 PM to 7:15 PM 0 3 5 0 0 0 4 8 6 0 0 1 23 1 0 0 0 30 7 0 88 0% 314 7:15 PM to 7:30 PM 0 3 6 3 0 0 5 8 1 0 0 3 13 2 1 0 4 20 12 1 80 3% 317 7:30 PM to 7:45 PM 0 0 0 4 0 0 6 6 1 0 0 2 13 1 1 0 3 16 7 0 59 2% 281 7:45 PM to 8:00 PM 0 0 2 6 0 0 8 6 1 0 0 4 20 3 0 0 2 22 10 0 84 0% 287 8:00 PM to 8:15 PM 0 1 9 1 0 0 13 12 0 0 0 3 16 2 0 0 1 26 7 0 91 0% 232 8:15 PM to 8:30 PM 0 0 10 0 1 0 3 2 0 0 0 1 10 0 0 0 1 12 6 0 45 2% 197 8:30 PM to 8:45 PM 0 0 3 3 0 0 5 12 2 0 0 1 16 3 0 0 1 15 5 0 66 0% 185 8:45 PM to 9:00 PM 0 1 4 0 0 0 1 6 0 0 0 0 5 0 0 0 1 5 6 0 29 0% 160 9:00 PM to 9:15 PM 0 0 1 1 0 0 13 8 1 0 0 2 8 1 0 0 2 13 6 0 56 0% 160 9:15 PM to 9:30 PM 0 0 6 2 0 0 4 7 0 0 0 0 4 0 0 0 1 8 1 1 33 3% 125 9:30 PM to 9:45 PM 0 0 3 0 0 0 6 5 0 0 0 2 8 2 0 0 1 9 5 0 41 0% 115 9:45 PM to 10:00 PM 0 0 5 3 1 0 4 6 0 0 0 0 1 1 0 0 0 6 2 0 28 4% 90 10:00 PM to 10:15 PM 0 0 1 1 0 0 2 3 1 0 0 0 4 0 0 0 0 7 2 0 21 0% 76 10:15 PM to 10:30 PM 0 0 1 0 0 0 2 4 0 0 0 1 6 1 1 0 0 6 1 1 22 9% 64 10:30 PM to 10:45 PM 0 0 2 1 0 0 2 0 1 0 0 0 3 1 0 0 1 4 1 0 16 0% 46 10:45 PM to 11:00 PM 0 1 1 1 0 0 1 1 1 0 0 0 5 1 0 0 0 2 1 0 15 0% 42 11:00 PM to 11:15 PM 0 0 0 0 0 0 2 1 1 0 0 0 5 0 0 0 0 0 0 0 9 0% 34 11:15 PM to 11:30 PM 0 0 0 0 0 0 1 1 0 0 0 0 4 0 0 0 0 0 0 0 6 0% 11:30 PM to 11:45 PM 0 0 0 0 0 0 1 3 0 0 0 0 3 0 0 0 0 4 1 0 12 0% 11:45 PM to 12:00 AM 0 0 1 0 1 0 0 0 0 0 0 0 2 0 0 0 0 2 1 0 6 17% 0 128 410 260 39 0 395 450 189 27 0 133 1787 183 30 0 202 1698 447 45 6282 2% 509 141 75 611
total trcks tulare tcks
TOTALS
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles Truck % PHF 11:45 AM to 12:45 PM 0 13 39 28 4 0 27 33 9 2 0 11 133 18 4 0 20 130 34 4 495 3% 0.90 4:15 PM to 5:15 PM 0 8 30 28 6 0 32 45 15 0 0 15 198 22 2 0 21 147 38 4 599 2% 0.92 Northbound Southbound

PEAK HOUR
Eastbound Westbound

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Left Thru Right Left Thru Right Left Thru Right Left Thru Right North CW South CW East CW West CW Bicycles Pedestrians 12:00 AM to 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 AM to 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 AM to 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 12:45 AM to 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM to 1:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:15 AM to 1:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:30 AM to 1:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:45 AM to 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:00 AM to 2:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:15 AM to 2:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:30 AM to 2:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:45 AM to 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:00 AM to 3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15 AM to 3:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:30 AM to 3:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1
3:45 AM to 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 AM to 4:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 AM to 4:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 AM to 4:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 AM to 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 AM to 5:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 AM to 5:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 AM to 5:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 AM to 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6:00 AM to 6:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6:15 AM to 6:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6:30 AM to 6:45 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0
6:45 AM to 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:00 AM to 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1
7:15 AM to 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 AM to 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM to 8:00 AM 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 1 1 2
8:00 AM to 8:15 AM 0 0 0 0 0 0 0 0 0 0 1 0 3 0 0 0 1 3
8:15 AM to 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM to 8:45 AM 0 0 0 0 0 0 0 1 0 0 1 0 0 2 1 13 2 16 8:45 AM to 9:00 AM 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 2 2 2
Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Time
Tulare St @ Uruapan Wy 36.5392853
Tulare -119.3923568
Wednesday, November 1, 2023 Clear
9:00 AM to 9:15 AM 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 1 2
9:15 AM to 9:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 1 3 0 6
9:30 AM to 9:45 AM 0 0 0 0 0 0 0 1 0 0 2 0 2 1 1 2 3 6
9:45 AM to 10:00 AM 0 0 0 0 0 0 0 1 0 0 0 0 7 1 0 3 1 11 10:00 AM to 10:15 AM 0 0 0 0 0 0 0 2 0 0 0 0 2 0 1 2 2 5 10:15 AM to 10:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 4 2 0 4 0 10 10:30 AM to 10:45 AM 0 0 0 0 0 0 0 0 0 0 2 0 4 0 0 3 2 7 10:45 AM to 11:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 1 6 0 4 1 11 11:00 AM to 11:15 AM 0 0 0 0 0 0 0 2 0 0 1 0 3 4 0 2 3 9 11:15 AM to 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 2 1 0 3 0 6 11:30 AM to 11:45 AM 0 0 0 0 0 0 0 1 0 1 0 0 1 3 0 1 2 5 11:45 AM to 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 2 0 3 12:00 PM to 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 3 2 3 1 0 9 12:15 PM to 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 5 2 4 6 0 17 12:30 PM to 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 10 0 12 12:45 PM to 1:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 8 0 0 6 0 14 1:00 PM to 1:15 PM 0 0 1 0 1 0 0 0 0 0 0 0 1 1 0 2 2 4
1:15 PM to 1:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 5 0 3 5 0 13 1:30 PM to 1:45 PM 0 0 0 0 0 0 1 0 0 0 0 0 3 0 0 6 1 9
1:45 PM to 2:00 PM 0 0 0 1 0 0 0 0 0 0 0 0 2 0 1 10 1 13 2:00 PM to 2:15 PM 0 1 0 0 0 0 0 0 0 1 0 0 11 1 0 1 2 13 2:15 PM to 2:30 PM 0 0 0 0 0 0 0 1 0 0 2 0 6 0 0 3 3 9
2:30 PM to 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 2 0 10 0 14 2:45 PM to 3:00 PM 0 0 0 0 2 0 0 0 0 0 0 0 4 0 0 6 2 10 3:00 PM to 3:15 PM 0 0 0 0 0 0 0 1 0 0 0 0 5 1 5 4 1 15 3:15 PM to 3:30 PM 1 0 0 0 0 0 0 0 0 0 1 0 1 0 0 13 2 14 3:30 PM to 3:45 PM 0 0 0 0 0 0 0 1 0 0 1 0 4 0 2 9 2 15 3:45 PM to 4:00 PM 0 0 0 0 0 0 0 1 0 0 1 0 3 0 0 1 2 4
4:00 PM to 4:15 PM 0 0 1 1 0 0 0 1 0 0 0 0 4 0 0 11 3 15 4:15 PM to 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 9 0 10 4:30 PM to 4:45 PM 0 0 1 0 0 0 0 1 0 0 0 0 2 0 0 16 2 18 4:45 PM to 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 9 0 11 5:00 PM to 5:15 PM 0 0 0 0 0 0 0 1 0 0 0 0 2 1 0 8 1 11 5:15 PM to 5:30 PM 0 0 0 0 0 0 0 0 0 0 1 0 2 0 0 8 1 10 5:30 PM to 5:45 PM 0 0 0 0 0 0 0 1 0 0 0 0 0 1 1 7 1 9
5:45 PM to 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 6 0 7
6:00 PM to 6:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 6 3 0 6 0 15 6:15 PM to 6:30 PM 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 9 1 10 6:30 PM to 6:45 PM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 4 1 4
6:45 PM to 7:00 PM 0 0 0 0 1 0 0 0 0 0 0 0 3 1 3 8 1 15 7:00 PM to 7:15 PM 0 0 0 0 0 1 0 0 0 0 2 0 2 0 0 10 3 12 7:15 PM to 7:30 PM 0 0 0 0 0 0 0 1 0 0 0 0 4 0 0 2 1 6
7:30 PM to 7:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3 0 4
7:45 PM to 8:00 PM 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1 2 1
8:00 PM to 8:15 PM 0 0 0 0 0 0 0 1 0 0 0 0 1 1 0 1 1 3
8:15 PM to 8:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 PM to 8:45 PM 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 1 1
8:45 PM to 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1
9:00 PM to 9:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2
9:15 PM to 9:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1
9:30 PM to 9:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:45 PM to 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM to 10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:15 PM to 10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:30 PM to 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:45 PM to 11:00 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 1 1 11:00 PM to 11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:15 PM to 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 11:30 PM to 11:45 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 11:45 PM to 12:00 AM 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 1 1 1 2 4 2 6 1 1 22 0 4 19 0 134 40 28 259 62 461
total 523
Left Thru Right Left Thru Right Left Thru Right Left Thru Right North CW South CW East CW West CW Bicycles Pedestrians 11:45 AM to 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 11 4 7 19 0 41 4:15 PM to 5:15 PM 0 0 1 0 0 0 0 2 0 0 0 0 5 3 0 42 3 50 Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS

PEAK HOUR

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
11:45 12:00 12:15 12:30 P.H. 11:45 12:00 12:15 12:30 P.H. 23 12 27 18 80 12 18 13 26 69
5 5 5 6 5 4 8 7 8 7
26 21 18 14 26 16 30 23 24 30
1 1 2 3 3 2 2 1 3 3
16:15 16:30 16:45 17:00 P.H. 16:15 16:30 16:45 17:00 P.H. 20 12 14 19 65 17 20 29 24 90
8 5 13 3 7 17 8 9 11 11
33 13 35 9 35 72 38 25 37 72
1 2 2 1 2 3 2 2 4 4
*Times listed in seconds.

MAX STOP TIME

MAX QUEUE

MAX QUEUE
Southbound STOP
Time

TOTAL VEHICLES

AVERAGE STOP TIME
Southbound STOP
Time

TOTAL VEHICLES

AVERAGE STOP TIME

MAX STOP TIME
Tulare St @ Uruapan Wy 36.5392853
Tulare -119.3923568
Wednesday, November 1, 2023 Clear

MAX QUEUE
Northbound STOP
Time

TOTAL VEHICLES

AVERAGE STOP TIME

MAX STOP TIME

MAX QUEUE
Northbound STOP
Time

TOTAL VEHICLES

AVERAGE STOP TIME

MAX STOP TIME
Description
Survey Date
Latitude
Longitude
Number of Lanes
Average Speed
85th Percintile Speed:

Metro Traffic Data Inc. Prepared For:
310 N. Irwin Street - Suite 20 10mph Pace:

Hanford, CA 93230 4-Creeks, Inc.
324 S Santa Fe St % in Pace:
800-975-6938 Phone/Fax Visalia, CA 93292
www.metrotraffic data.com
HOUR :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T TOTAL 12:00 AM - 1:00 AM 0 0 0 0 0 0 0 1 0 1 0 2 0 1 3 1 0 1 0 2 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 1:00 AM - 2:00 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 1 1 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 2:00 AM-3:00 AM 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 0 1 2 1 4 1 0 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 3:00 AM - 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 4:00 AM - 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 5:00 AM - 6:00 AM 0 0 0 0 0 0 1 1 1 3 0 1 3 2 6 4 1 4 1 10 0 0 4 1 5 0 1 1 1 3 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 28 6:00 AM - 7:00 AM 0 0 0 0 0 1 1 0 0 2 2 2 2 0 6 0 0 0 4 4 0 0 2 2 4 1 1 0 2 4 1 0 0 1 2 1 0 1 0 2 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 25 7:00 AM - 8:00 AM 0 1 0 0 1 0 0 2 2 4 1 5 6 11 23 4 9 6 24 43 2 5 5 5 17 0 3 0 0 3 0 1 0 1 2 0 1 0 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 95 8:00 AM - 9:00 AM 0 0 0 1 1 4 1 1 3 9 8 9 5 11 33 11 10 10 16 47 3 4 5 1 13 0 1 1 0 2 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 106 9:00 AM - 10:00 AM 1 0 1 2 4 3 4 9 11 27 8 6 12 7 33 5 6 7 7 25 1 3 0 1 5 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 95 10:00 AM - 11:00 AM 2 2 4 4 12 13 12 12 15 52 11 15 14 9 49 6 4 2 3 15 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 129 11:00 AM - 12:00 pM 2 1 1 3 7 7 5 2 16 30 16 10 11 17 54 3 4 7 3 17 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 110 12:00 PM - 1:00 PM 4 4 2 8 18 17 19 13 15 64 9 14 14 13 50 7 1 2 4 14 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 147 1:00 PM - 2:00 PM 2 8 7 2 19 12 8 5 18 43 14 10 10 18 52 5 5 6 2 18 2 0 1 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 136 2:00 PM - 3:00 PM 1 3 12 1 17 16 13 11 8 48 16 16 14 21 67 8 3 0 10 21 0 1 0 3 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 157 3:00 PM - 4:00 PM 4 4 4 2 14 14 16 17 12 59 18 17 12 19 66 4 3 2 7 16 2 0 1 2 5 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 163 4:00 PM - 5:00 PM 8 16 8 7 39 16 24 13 11 64 16 21 24 14 75 5 6 5 9 25 1 0 0 2 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 207 5:00 PM - 6:00 PM 9 7 2 6 24 17 5 13 9 44 18 13 17 30 78 3 6 2 8 19 2 2 2 1 7 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 173 6:00 PM - 7:00 PM 7 9 3 3 22 10 7 7 8 32 15 10 17 12 54 3 1 2 4 10 2 1 0 1 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 122 7:00 PM - 8:00 PM 3 2 3 3 11 3 3 5 10 21 8 4 4 6 22 5 5 4 5 19 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 75 8:00 PM - 9:00 PM 0 1 1 0 2 7 2 3 1 13 10 2 7 1 20 3 5 7 2 17 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 53 9:00 PM - 10:00 PM 0 1 2 1 4 3 1 2 0 6 3 2 5 1 11 2 1 1 0 4 2 0 1 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 29 10:00 PM - 11:00 PM 0 0 0 0 0 1 2 0 1 4 0 2 2 4 8 2 3 2 0 7 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20 11:00 PM - 12:00 AM 0 1 0 0 1 0 0 0 0 0 1 0 0 1 2 2 1 0 1 4 1 1 0 0 2 1 0 1 0 2 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13 Total 1906
Percentage 100.0%
Average Speed: 24 mph 85th Percentile Speed : 29 mph 10mph Pace: 18 - 27 MPH % in Pace: 64% HOUR :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T TOTAL 12:00 AM - 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 1 2 1 4 1 0 2 0 3 0 0 0 0 0 1 1 1 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 1:00 AM - 2:00 AM 0 0 0 0 0 1 0 0 0 1 0 1 0 0 1 0 1 2 1 4 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 2:00 AM-3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3:00 AM - 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 4:00 AM - 5:00 AM 0 0 0 0 0 0 0 0 0 0 1 0 2 0 3 0 0 1 2 3 0 0 0 1 1 0 0 1 2 3 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 5:00 AM - 6:00 AM 0 0 0 0 0 0 0 1 5 6 3 3 2 6 14 1 3 5 4 13 1 1 1 2 5 1 0 0 0 1 0 1 0 1 2 0 0 1 1 2 0 1 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 45 6:00 AM - 7:00 AM 0 1 0 1 2 0 3 1 1 5 5 6 7 7 25 6 5 10 4 25 2 4 7 2 15 2 1 0 0 3 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 77 7:00 AM - 8:00 AM 0 1 0 3 4 1 1 2 2 6 7 10 6 9 32 3 7 8 10 28 2 0 2 3 7 1 0 0 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 79 8:00 AM - 9:00 AM 2 1 0 1 4 0 3 6 5 14 9 11 9 8 37 6 7 5 4 22 2 5 1 0 8 1 0 0 1 2 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 91 9:00 AM - 10:00 AM 1 0 0 0 1 5 2 4 16 27 11 6 10 9 36 6 5 9 5 25 0 3 1 3 7 0 2 0 1 3 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 101 10:00 AM - 11:00 AM 2 2 6 0 10 10 5 6 8 29 9 12 6 23 50 1 3 10 6 20 0 0 0 1 1 0 2 1 0 3 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 116 11:00 AM - 12:00 pM 3 1 1 1 6 16 10 6 10 42 10 10 22 10 52 11 4 2 9 26 1 0 0 2 3 1 0 1 2 4 0 0 0 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 137 12:00 PM - 1:00 PM 4 4 1 1 10 18 8 5 11 42 15 19 13 24 71 11 7 7 6 31 1 2 2 5 10 0 1 0 0 1 0 1 0 0 1 0 0 0 1 1 0 0 1 0 1 0 0 1 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 171 1:00 PM - 2:00 PM 0 3 4 0 7 10 6 20 13 49 13 13 12 16 54 10 9 7 4 30 0 4 1 3 8 1 0 1 0 2 0 0 0 1 1 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 154 2:00 PM - 3:00 PM 2 0 4 0 6 7 7 7 6 27 17 17 18 12 64 8 6 6 12 32 1 0 1 2 4 0 1 1 1 3 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1 1 140 3:00 PM - 4:00 PM 2 0 6 0 8 8 4 12 10 34 10 16 24 17 67 13 5 6 9 33 4 4 1 4 13 0 0 1 0 1 1 1 0 0 2 1 0 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 1 1 162 4:00 PM - 5:00 PM 5 3 5 0 13 5 5 12 14 36 15 15 18 21 69 6 9 7 5 27 1 2 0 3 6 0 0 1 1 2 0 1 0 1 2 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 1 1 0 1 0 1 2 160 5:00 PM - 6:00 PM 3 2 1 1 7 15 14 10 9 48 20 16 14 16 66 9 7 7 7 30 1 0 1 4 6 1 0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 161 6:00 PM - 7:00 PM 4 1 2 0 7 5 8 7 6 26 14 18 13 22 67 11 8 3 4 26 2 1 4 1 8 0 0 2 0 2 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 138 7:00 PM - 8:00 PM 0 1 0 0 1 4 6 3 6 19 15 12 13 6 46 10 6 5 7 28 2 5 2 1 10 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 106 8:00 PM - 9:00 PM 2 0 0 0 2 9 1 3 4 17 9 10 10 5 34 8 4 1 1 14 1 4 2 0 7 1 0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 76 9:00 PM - 10:00 PM 0 0 0 1 1 1 1 0 0 2 7 6 4 3 20 8 3 4 1 16 1 0 3 0 4 0 1 2 0 3 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 47 10:00 PM - 11:00 PM 0 0 1 0 1 1 4 1 0 6 3 3 3 0 9 3 1 0 2 6 0 1 1 0 2 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 25 11:00 PM - 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 0 0 1 1 2 0 0 1 2 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 Total 2024
Percentage 100.0%
Average Speed: 24 mph 85th Percentile Speed : 29 mph 10mph Pace: % in Pace: 68% 2 Speed Volume
Tulare Ave approaching Uruapan Way
Wednesday, November 1, 2023

36.5392853
-119.3923568
65-70 MPH
24 29
18 - 27 MPH
66%
Eastbound
0-20 MPH 20-25 MPH 25-30 MPH 30-35 MPH 35-40 MPH
1 70-75 MPH 75-80 MPH OVER 80 MPH
196 526 715 342 87 19 6
40-45 MPH 45-50 MPH 50-55 MPH 55-60 MPH 60-65 MPH
Westbound
1 10.3% 27.6% 37.5% 17.9% 4.6% 1.0% 0.3% 0.3% 0.1%
5 2 3 2 1

0.2% 0.1% 0.1% 0.1% 0.1%
0-20 MPH 20-25 MPH 25-30 MPH 30-35 MPH 35-40 MPH 40-45 MPH 70-75 MPH 12 75-80 MPH OVER 80 MPH
90 436 824 445 130 41 14 11
45-50 MPH 50-55 MPH 55-60 MPH 60-65 MPH 65-70 MPH
8 8 2 1 2

4.4% 21.5% 40.7% 22.0% 6.4% 0.1% 0.6%
18 - 27 MPH

2.0% 0.7% 0.5% 0.4% 0.4% 0.1% 0.0%
0 10
20 30
40 50
60 70
80 90
100
Percentile
Speed (MPH)
Speed Curve
Eastbound Westbound Both Directions

1 1

42.00'

42.00'
2 2
2 2
1 ±13.00' 1
±14.00'
±13.00'
±14.00'

8.00'

8.00' 100.00'
100.00' 8.00' R20.00'
R10.00'
R20.00'
R20.00'
R20.00'
R10.00'
R10.00' R10.00'
R20.00'

8.00'
3 4
3 3
3 4
50 LF 22
22 50 LF
22 50 LF
50 LF 22
www.4-creeks.com
FAX: 559.802.3215
TEL: 559.802.3052
324 S. SANTA FE, STE. A
VISALIA, CA 93292
PREPARED BY:

NORTH
40' 0' 40'

URUAPAN DRIVE

DETECTABLE WARNING SURFACE

KEYNOTES LEGEND
1 INSTALL HIGH-VISIBILITY CROSSWALK PER CITY STD. P-6.
2 CONSTRUCT CURB RAMP WITH 4'X4' MIN. ADA LANDING. SLOPE SHALL NOT EXCEED 2% IN ANY DIRECTION.
3 INSTALL R1-1 AND R1-3P SIGNS.
4 INSTALL W3-1 SIGN.

INSTALL STOP PAVEMENT MARKINGS IN
ACCORDANCE WITH STATE STANDARD PLAN A24D.

STOP MARKINGS SHALL BE WHITE
THERMOPLASTIC.

XX INSTALL DETAIL NO. PER STATE STANDARD PLANS
(PER LENGTH SHOWN ON PLAN)

ATTATCHMENT C
0 Nebraska Avenue and Euclid Avenue
City of Dinuba, CA
December 4, 2023

MULTI-WAY STOP

WARRANT ANALYSIS
Phone: 559-802-3052
Email: [email protected]
324 S. SANTA FE STREET, SUITE A
VISALIA, CA 93292

www.4-creeks.com
1 Multi-Way Stop Warrant – Nebraska and
Euclid Avenues
Overview
The City of Dinuba has requested 4Creeks to conduct a multi-way stop warrant analysis at the intersection of West Nebraska Avenue and North Euclid Avenue. This analysis evaluated existing traffic volumes, crash history, and existing traffic conditions. This study has been conducted in accordance with the latest version of the California Manual on Uniform Traffic Control Devices (CA MUTCD).

Existing Conditions
The studied intersection is currently a three-legged intersection with a stop sign on the minor road (Euclid Avenue) approach. Nebraska Avenue is an arterial street with one lane in each direction with a posted speed limit of 45 mph. On-street parking is allowed on the south side of Nebraska Avenue. The west leg of Nebraska Avenue also has buffered bike lanes. Euclid Avenue has one lane in each direction, a bike lane on the east side, on-street parking on the east side, and a posted speed limit of 25 mph. The studied intersection is in residential zoning.

Data Collection
Existing weekday traffic volume counts (including vehicle, truck, pedestrian, and bicycles) were taken at the studied intersection by Metro Traffic Data, Inc. on Thursday, October 19, 2023, for a 24-hour period. Metro Traffic Data also conducted a speed survey on Nebraska Avenue on the same day. The collected traffic data, including count data and speed survey, can be found in Attachment A.

The traffic data indicates a total of 6,406 vehicles per day at the studied intersection. The morning and afternoon peak hours are 7:15 a.m. to 8:15 a.m. and 5:00 p.m. to 6:00 p.m. with 800 and 643 total vehicles entering the intersection each hour, respectively. There was a total of 99 trucks per day at the studied intersection; 83 of which were traveling on Nebraska Avenue.

The traffic data indicates a total of five bicycles and 15 pedestrians per day entering the studied intersection. There were no bicyclists in the a.m. peak hour or the p.m. peak hour. There was one pedestrian crossing the south crosswalk in the a.m. peak hour and six pedestrians in the p.m. peak hour: three crossing the south crosswalk and three crossing the west crosswalk. www.4-creeks.com
2 The speed survey indicates the 85th-percentile speed (the speed at or below which 85 percent of drivers are traveling on a roadway segment) on Nebraska Avenue is 48 mph while the average speed is 38 mph. The posted speed limit on Nebraska Avenue is 45 mph.

Crash History
The crash records for the studied intersection were obtained from the City of Dinuba Police Department for the period of 2019 to 2023. During this time, there was one crash in total at the studied intersection, which was in 2023. Crash data provided is included in Attachment B.

C. Minimum volumes:

1. The vehicular volume entering the intersection from the major street approaches (total of both approaches) averages at least 300 vehicles per hour for any 8 hours of an average day; and

3. If the 85th-percentile approach speed of the major-street traffic exceeds 40 mph, the minimum vehicular volume warrants are 70 percent of the values provided in Items 1 and 2.

D. Where no single criterion is satisfied, but where Criteria B, C.1, and C.2 are all satisfied to 80 percent of the minimum values. Criterion C.3 is excluded from this condition.

Option:
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3 Other criteria that may be considered in an engineering study include:

Criterion A – Interim Measure
The installation of a traffic control signal is not currently planned at this intersection; therefore, Criterion A shown above is not applicable.

Criterion B - Crash History
Based on the crash data provided by the City of Dinuba Police Department, there was only one crash in total at the studied intersection, which was in 2023. Thus, Criterion B is not met.

Based on the data taken, the eight peak hours are from 7 a.m. to 9 a.m. and 2 p.m. to 8 p.m.

The average volume entering the intersection from Nebraska Avenue was 439 and the average combined vehicular, pedestrian, and bicycle volume entering from Euclid Avenue was

95. To also meet Criterion C2, in addition to the volume requirements, the average delay to minor street vehicle traffic must be at least 30 seconds per vehicle during the highest hour.

Based on the data taken (see Attachment A), the average delay during the a.m. peak hour for the northbound approach was 18 seconds. During the p.m. peak hour, the average delay for the northbound approach was 10 seconds. The average during the highest hour does not meet the requirement. Even though the major street (Nebraska Avenue) met the 300 vehicle minimum volume requirements, the minor street (Euclid Avenue) did not meet the 200 unit www.4-creeks.com
4 minimum or the delay requirements. Criteria C.1 for the major street was met, but Criteria C.2 was not met.

The major street (Nebraska Avenue) has an 85th-percentile speed of 48 mph and a posted speed limit of 45 mph. Since the 85th-percentile speed exceeds 40 mph, the intersection meets Criterion C.3 to reduce the minimum vehicular volume thresholds to 70 percent of the values indicated in Criteria C.1 and C.2. While the major street (Nebraska Avenue) met the 210 vehicle minimum volume requirements, the minor street (Euclid Avenue) did not meet the 140 unit minimum. Thus, Criterion C.3 is not met.

Since Criteria C.1 and C.2, or C.3 were not met, a multi-way stop is not warranted based on Criteria C.

Optional Warrants
The following four are optional warrants that the CA MUTCD outlines that when the above warrants are not met, can be used as justification in conjunction with engineering judgment.

Vehicle/Pedestrians Conflict
This warrant addresses pedestrian and vehicle conflicts in high pedestrian areas. There were 15 pedestrians in a 24-hour period with twelve crossing the south crosswalk and three crossing the west crosswalk. Given the low pedestrian volume, as well as no reported vehicle/pedestrian crashes at this intersection within the study period, there is no evidence of the need to control vehicle/pedestrian conflicts. Therefore, this optional warrant is not met. www.4-creeks.com
5 Visibility
When an intersection does not have stop controls, a clear line of sight needs to be maintained between the driver on the minor road (Euclid Avenue) and the driver on the major road (Nebraska Avenue). Adequate time is needed for the stopped vehicle on the minor street to either turn left, right, or cross all travel lanes without radically altering the speed of traffic on the major street. Corner sight distance was evaluated based on the criteria contained in the California Department of Transportation’s (Caltrans') Highway Design Manual, 7th Edition, 2019.

Residential Collector Street
For this warrant to be applicable, the intersection in question must be of two residential neighborhood collector streets of similar designs and operating characteristics. Both Nebraska and Euclid Avenues are not residential collector streets of similar designs; therefore, this optional warrant is not applicable.
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6 Results and Conclusions
The result of the multi-way stop warrant analysis indicates a multi-way stop is not warranted based on the criteria set by the CA MUTCD. The optional warrant concerning visibility could be considered met under existing conditions and could be considered justification for installing a multi-way stop control. However, removing parking on the south side of Nebraska Avenue could improve sight distance. The amount of parking that is recommended to be removed and painted red is a minimum of 300 feet on the southwest side and 150 feet on the southeast side of Nebraska Avenue.

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
TOTALS Truck
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles % 12:00 AM to 12:15 AM 0 1 0 1 0 0 0 0 0 0 0 0 2 1 0 0 0 3 0 0 8 0% 25 12:15 AM to 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 1 6 0 0 11 0% 20 12:30 AM to 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 1 0 0 3 0% 15 12:45 AM to 1:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 3 0% 14 1:00 AM to 1:15 AM 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 3 0% 12 1:15 AM to 1:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 6 0% 10 1:30 AM to 1:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 2 0% 5 1:45 AM to 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 0% 6 2:00 AM to 2:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0% 6 2:15 AM to 2:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0% 8 2:30 AM to 2:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1 0 0 3 0% 9 2:45 AM to 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 0% 13 3:00 AM to 3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 1 0 0 3 0% 17 3:15 AM to 3:30 AM 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 2 0% 17 3:30 AM to 3:45 AM 0 2 0 0 0 0 0 0 0 0 0 0 2 1 0 0 0 2 0 0 7 0% 23 3:45 AM to 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 1 2 0 0 5 0% 31 4:00 AM to 4:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0% 37 4:15 AM to 4:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 3 1 0 0 0 4 0 0 8 0% 51 4:30 AM to 4:45 AM 0 1 0 2 1 0 0 0 0 0 0 0 2 0 0 0 0 10 0 0 15 7% 63 4:45 AM to 5:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 3 1 0 0 0 6 0 0 11 0% 85 5:00 AM to 5:15 AM 0 2 0 1 0 0 0 0 0 0 0 0 6 2 0 0 0 6 0 0 17 0% 110 5:15 AM to 5:30 AM 0 3 0 0 0 0 0 0 0 0 0 0 6 1 0 0 0 10 0 0 20 0% 124 5:30 AM to 5:45 AM 0 3 0 1 0 0 0 0 0 0 0 0 12 1 0 0 2 18 0 0 37 0% 150 5:45 AM to 6:00 AM 0 1 0 2 0 0 0 0 0 0 0 0 10 2 1 0 2 19 0 0 36 3% 174 6:00 AM to 6:15 AM 0 2 0 0 0 0 0 0 0 0 0 0 12 2 1 0 2 13 0 0 31 3% 198 6:15 AM to 6:30 AM 0 1 0 5 0 0 0 0 0 0 0 0 15 4 0 0 0 21 0 0 46 0% 255 6:30 AM to 6:45 AM 0 0 0 5 0 0 0 0 0 0 0 0 21 1 0 0 2 32 0 1 61 2% 329 6:45 AM to 7:00 AM 0 2 0 1 1 0 0 0 0 0 0 0 28 3 0 0 2 24 0 0 60 2% 473 7:00 AM to 7:15 AM 0 3 0 4 0 0 0 0 0 0 0 0 39 5 0 0 4 33 0 1 88 1% 668 7:15 AM to 7:30 AM 0 5 0 4 0 0 0 0 0 0 0 0 56 14 1 0 5 36 0 0 120 1% 800 7:30 AM to 7:45 AM 0 15 0 15 0 0 0 0 0 0 0 0 84 28 0 0 17 46 0 1 205 0% 766 7:45 AM to 8:00 AM 0 15 0 15 0 0 0 0 0 0 0 0 81 44 1 0 45 55 0 1 255 1% 618 8:00 AM to 8:15 AM 0 26 0 19 0 0 0 0 0 0 0 0 36 44 1 0 34 61 0 0 220 0% 433 8:15 AM to 8:30 AM 0 14 0 10 0 0 0 0 0 0 0 0 24 7 1 0 7 24 0 1 86 2% 268 8:30 AM to 8:45 AM 0 10 0 4 1 0 0 0 0 0 0 0 14 6 0 0 0 23 0 1 57 4% 230 8:45 AM to 9:00 AM 0 10 0 1 0 0 0 0 0 0 0 0 21 9 0 0 3 26 0 0 70 0% 228 9:00 AM to 9:15 AM 0 7 0 5 0 0 0 0 0 0 0 0 21 2 1 0 4 16 0 3 55 7% 219 9:15 AM to 9:30 AM 0 3 0 3 0 0 0 0 0 0 0 0 18 2 0 0 5 17 0 0 48 0% 217 Nebraska Ave @ Euclid Ave
Tulare
Thursday, October 19, 2023

36.5604529
-119.3996111
Westbound
Clear
Time
Northbound Southbound Eastbound
9:30 AM to 9:45 AM 0 4 0 3 1 0 0 0 0 0 0 0 20 5 1 0 4 19 0 1 55 5% 238 9:45 AM to 10:00 AM 1 4 0 2 1 0 0 0 0 0 0 0 25 7 3 0 5 17 0 1 61 8% 238 10:00 AM to 10:15 AM 0 5 0 0 0 0 0 0 0 0 0 0 19 7 0 0 3 19 0 2 53 4% 236 10:15 AM to 10:30 AM 0 5 0 2 0 0 0 0 0 0 0 0 15 5 0 0 4 26 0 2 57 4% 252 10:30 AM to 10:45 AM 0 6 0 6 0 0 0 0 0 0 0 0 17 5 2 0 2 20 0 0 56 4% 283 10:45 AM to 11:00 AM 0 3 0 4 0 0 0 0 0 0 0 0 20 10 2 0 3 21 0 1 61 5% 301 11:00 AM to 11:15 AM 0 3 0 2 1 0 0 0 0 0 0 0 30 10 1 0 3 20 0 1 68 4% 302 11:15 AM to 11:30 AM 0 17 0 12 1 0 0 0 0 0 0 0 11 16 0 0 10 23 0 0 89 1% 296 11:30 AM to 11:45 AM 0 13 0 13 0 0 0 0 0 0 0 0 21 5 5 0 5 14 0 0 71 7% 282 11:45 AM to 12:00 PM 0 5 0 3 0 0 0 0 0 0 0 0 21 7 1 0 1 25 0 2 62 5% 266 12:00 PM to 12:15 PM 0 6 0 5 0 0 0 0 0 0 0 0 26 3 0 0 1 24 0 0 65 0% 273 12:15 PM to 12:30 PM 0 4 0 8 0 0 0 0 0 0 0 0 23 5 2 0 6 27 0 1 73 4% 272 12:30 PM to 12:45 PM 0 4 0 4 0 0 0 0 0 0 0 0 18 7 1 0 5 21 0 0 59 2% 261 12:45 PM to 1:00 PM 0 10 0 5 0 0 0 0 0 0 0 0 23 7 0 0 0 26 0 1 71 1% 272 1:00 PM to 1:15 PM 0 6 0 1 0 0 0 0 0 0 0 0 24 2 0 0 1 30 0 0 64 0% 278 1:15 PM to 1:30 PM 0 2 0 2 0 0 0 0 0 0 0 0 22 4 2 0 3 28 0 2 61 7% 305 1:30 PM to 1:45 PM 0 5 0 1 1 0 0 0 0 0 0 0 27 7 2 0 4 23 0 1 67 6% 349 1:45 PM to 2:00 PM 0 8 0 3 1 0 0 0 0 0 0 0 23 11 3 0 3 25 0 1 73 7% 456 2:00 PM to 2:15 PM 0 2 0 4 0 0 0 0 0 0 0 0 34 20 1 0 6 24 0 0 90 1% 561 2:15 PM to 2:30 PM 0 6 0 4 0 0 0 0 0 0 0 0 31 24 1 0 17 25 0 1 107 2% 616 2:30 PM to 2:45 PM 0 23 0 27 0 0 0 0 0 0 0 0 42 36 1 0 12 37 0 0 177 1% 647 2:45 PM to 3:00 PM 0 28 0 24 2 0 0 0 0 0 0 0 54 24 4 0 10 36 0 1 176 4% 578 3:00 PM to 3:15 PM 0 10 0 6 1 0 0 0 0 0 0 0 53 5 0 0 6 64 0 1 144 1% 538 3:15 PM to 3:30 PM 0 8 0 11 1 0 0 0 0 0 0 0 36 8 0 0 5 69 0 2 137 2% 506 3:30 PM to 3:45 PM 0 14 0 7 0 0 0 0 0 0 0 0 35 5 0 0 8 38 0 2 107 2% 483 3:45 PM to 4:00 PM 0 7 0 8 2 0 0 0 0 0 0 0 44 11 2 0 8 61 0 0 139 3% 498 4:00 PM to 4:15 PM 0 10 0 3 0 0 0 0 0 0 0 0 45 16 0 0 3 36 0 1 113 1% 508 4:15 PM to 4:30 PM 0 10 0 8 0 0 0 0 0 0 0 0 42 13 0 0 7 37 0 0 117 0% 553 4:30 PM to 4:45 PM 0 8 0 4 0 0 0 0 0 0 0 0 39 16 0 0 15 42 0 0 124 0% 587 4:45 PM to 5:00 PM 0 5 0 9 0 0 0 0 0 0 0 0 47 31 1 0 15 44 0 1 151 1% 640 5:00 PM to 5:15 PM 0 4 0 11 0 0 0 0 0 0 0 0 50 38 0 0 17 39 0 0 159 0% 648 5:15 PM to 5:30 PM 0 11 0 10 0 0 0 0 0 0 0 0 44 31 0 0 7 47 0 1 150 1% 614 5:30 PM to 5:45 PM 0 17 0 14 0 0 0 0 0 0 0 0 57 27 1 0 17 44 0 0 176 1% 577 5:45 PM to 6:00 PM 0 11 0 14 1 0 0 0 0 0 0 0 57 26 1 0 11 39 0 1 158 2% 506 6:00 PM to 6:15 PM 0 9 0 11 0 0 0 0 0 0 0 0 34 18 0 0 15 38 0 0 125 0% 465 6:15 PM to 6:30 PM 0 17 0 11 0 0 0 0 0 0 0 0 26 13 0 0 5 42 0 0 114 0% 455 6:30 PM to 6:45 PM 0 13 0 7 0 0 0 0 0 0 0 0 38 11 0 0 8 29 0 0 106 0% 452 6:45 PM to 7:00 PM 0 19 0 9 0 0 0 0 0 0 0 0 34 6 1 0 9 42 0 0 119 1% 477 7:00 PM to 7:15 PM 0 21 0 14 0 0 0 0 0 0 0 0 28 9 1 0 5 37 0 0 114 1% 440 7:15 PM to 7:30 PM 0 25 0 23 0 0 0 0 0 0 0 0 22 4 0 0 6 31 0 0 111 0% 383 7:30 PM to 7:45 PM 1 21 0 25 0 0 0 0 0 0 0 0 30 8 0 0 16 30 0 0 131 0% 328 7:45 PM to 8:00 PM 0 14 0 4 0 0 0 0 0 0 0 0 25 8 1 0 5 26 0 0 82 1% 252 8:00 PM to 8:15 PM 0 4 0 8 0 0 0 0 0 0 0 0 13 6 0 0 7 20 0 0 58 0% 213 8:15 PM to 8:30 PM 0 2 0 6 0 0 0 0 0 0 0 0 22 4 0 0 1 21 0 0 56 0% 211 8:30 PM to 8:45 PM 0 7 0 3 0 0 0 0 0 0 0 0 12 4 0 0 2 27 0 0 55 0% 197 8:45 PM to 9:00 PM 0 5 0 2 0 0 0 0 0 0 0 0 13 6 0 0 1 17 0 0 44 0% 175 9:00 PM to 9:15 PM 0 8 0 2 0 0 0 0 0 0 0 0 19 7 0 0 2 18 0 0 56 0% 159 9:15 PM to 9:30 PM 0 3 0 2 0 0 0 0 0 0 0 0 18 3 0 0 1 15 0 0 42 0% 139 9:30 PM to 9:45 PM 0 1 0 3 0 0 0 0 0 0 0 0 17 2 0 0 2 8 0 0 33 0% 116 9:45 PM to 10:00 PM 0 3 0 2 0 0 0 0 0 0 0 0 13 2 0 0 0 8 0 0 28 0% 100 10:00 PM to 10:15 PM 0 2 0 0 0 0 0 0 0 0 0 0 13 3 0 0 3 15 0 0 36 0% 85 10:15 PM to 10:30 PM 0 3 0 2 0 0 0 0 0 0 0 0 6 1 0 0 2 5 0 0 19 0% 68 10:30 PM to 10:45 PM 0 1 0 0 0 0 0 0 0 0 0 0 6 0 0 0 1 9 0 0 17 0% 63 10:45 PM to 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 5 3 0 0 1 4 0 0 13 0% 55 11:00 PM to 11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 11 0 0 0 0 8 0 0 19 0% 47 11:15 PM to 11:30 PM 0 1 0 1 0 0 0 0 0 0 0 0 7 1 0 0 0 4 0 0 14 0% 11:30 PM to 11:45 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 6 0 0 9 0% 11:45 PM to 12:00 AM 0 0 0 2 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 5 0% 2 592 0 478 16 0 0 0 0 0 0 0 2046 756 47 0 459 2073 0 36 6406 2% 800 99 83 648
total trcks nebraska tcks
TOTALS
U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks U-Turn Left Thru Right Trucks Vehicles Truck % PHF 7:15 AM to 8:15 AM 0 61 0 53 0 0 0 0 0 0 0 0 257 130 3 0 101 198 0 2 800 1% 0.78 5:00 PM to 6:00 PM 0 43 0 49 1 0 0 0 0 0 0 0 208 122 2 0 52 169 0 2 643 1% 0.91 Northbound Southbound

PEAK HOUR
Eastbound Westbound

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
Left Thru Right Left Thru Right Left Thru Right Left Thru Right North CW South CW East CW West CW Bicycles Pedestrians 12:00 AM to 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 AM to 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 AM to 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 AM to 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM to 1:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1
1:15 AM to 1:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:30 AM to 1:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:45 AM to 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:00 AM to 2:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:15 AM to 2:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:30 AM to 2:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:45 AM to 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:00 AM to 3:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15 AM to 3:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:30 AM to 3:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:45 AM to 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 AM to 4:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 AM to 4:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 AM to 4:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 AM to 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 AM to 5:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 AM to 5:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 AM to 5:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 AM to 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6:00 AM to 6:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6:15 AM to 6:30 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0
6:30 AM to 6:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6:45 AM to 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:00 AM to 7:15 AM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0
7:15 AM to 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 AM to 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM to 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 AM to 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1
8:15 AM to 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM to 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM to 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Nebraska Ave @ Euclid Ave 36.5604529
Tulare -119.3996111
Thursday, October 19, 2023 Clear
Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Time
Pedestrians in each Crosswalk TOTALS
9:00 AM to 9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:15 AM to 9:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:30 AM to 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:45 AM to 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 AM to 10:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:15 AM to 10:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:30 AM to 10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:45 AM to 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 AM to 11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:15 AM to 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 AM to 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 AM to 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM to 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 PM to 12:30 PM 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 12:30 PM to 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 PM to 1:00 PM 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 0 1:00 PM to 1:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:15 PM to 1:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1:30 PM to 1:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2
1:45 PM to 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:00 PM to 2:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:15 PM to 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:30 PM to 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2:45 PM to 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1
3:00 PM to 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:15 PM to 3:30 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0
3:30 PM to 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3:45 PM to 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 PM to 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM to 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM to 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM to 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM to 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM to 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM to 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM to 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 0 6
6:00 PM to 6:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 4
6:15 PM to 6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6:30 PM to 6:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6:45 PM to 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:00 PM to 7:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 PM to 7:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 PM to 7:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 PM to 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 PM to 8:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 PM to 8:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 PM to 8:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 PM to 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:00 PM to 9:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:15 PM to 9:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:30 PM to 9:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:45 PM to 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM to 10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:15 PM to 10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:30 PM to 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:45 PM to 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM to 11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:15 PM to 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 PM to 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 PM to 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 1 0 2 0 0 12 0 3 5 15
Left Thru Right Left Thru Right Left Thru Right Left Thru Right North CW South CW East CW West CW Bicycles Pedestrians 7:15 AM to 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1
5:00 PM to 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 0 6

PEAK HOUR

DAILY TOTALS
Northbound Bicycles Southbound Bicycles Eastbound Bicycles Westbound Bicycles Pedestrians in each Crosswalk TOTALS Metro Traffic Data Inc. Vehicle Stop-Delays
310 N. Irwin Street - Suite 20
Hanford, CA 93230
Prepared For:
800-975-6938 Phone/Fax 4-Creeks, Inc.
www.metrotrafficdata.com 324 S Santa Fe St
Visalia, CA 93292

LOCATION LATITUDE

COUNTY LONGITUDE

COLLECTION DATE WEATHER
7:15 7:30 7:45 8:00 P.H.
9 30 30 45 114
3 10 20 25 18
8 53 61 121 121
1 2 3 5 5
17:00 17:15 17:30 17:45 P.H.
15 21 31 25 92
6 9 12 12 10
24 41 48 58 58
1 1 2 2 2
*Times listed in seconds.

Nebraska Ave @ Euclid Ave 36.5604529
Tulare -119.3996111
Thursday, October 19, 2023 Clear

MAX QUEUE
Northbound STOP
Time

TOTAL VEHICLES

AVERAGE STOP TIME

MAX STOP TIME

MAX QUEUE
Northbound STOP
Time

TOTAL VEHICLES

AVERAGE STOP TIME

MAX STOP TIME
Description
Survey Date
Latitude
Longitude
Number of Lanes
Average Speed
85th Percintile Speed:

Metro Traffic Data Inc. Prepared For:
310 N. Irwin Street - Suite 20 10mph Pace:

Hanford, CA 93230 4-Creeks, Inc.
324 S Santa Fe St % in Pace:
800-975-6938 Phone/Fax Visalia, CA 93292
www.metrotraffic data.com
HOUR :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T TOTAL 12:00 AM - 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 0 2 1 1 0 0 2 1 0 0 0 1 0 0 1 0 1 0 1 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 1:00 AM - 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 1 2 0 0 3 0 0 1 0 1 0 0 0 1 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 2:00 AM-3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3:00 AM - 4:00 AM 1 0 0 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 4 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 4:00 AM - 5:00 AM 0 0 0 0 0 0 1 0 0 1 0 1 1 0 2 0 0 0 0 0 0 1 0 1 2 0 1 0 0 1 0 0 0 0 0 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 9 5:00 AM - 6:00 AM 0 0 0 0 0 0 2 0 0 2 2 0 3 1 6 1 0 2 1 4 1 0 2 0 3 1 0 0 0 1 2 2 3 2 9 1 2 0 2 5 0 1 1 1 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 0 0 1 0 1 36 6:00 AM - 7:00 AM 0 0 0 0 0 3 1 1 0 5 0 2 4 1 7 1 0 0 2 3 2 2 4 0 8 3 2 3 1 9 1 5 6 4 16 2 3 1 14 20 1 0 2 3 6 1 0 0 4 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 80 7:00 AM - 8:00 AM 1 0 1 0 2 3 1 1 4 9 6 9 10 22 47 3 4 14 12 33 6 14 22 15 57 7 10 20 30 67 9 10 22 19 60 5 7 16 9 37 5 3 4 2 14 0 2 1 1 4 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 331 8:00 AM - 9:00 AM 0 0 0 0 0 0 1 1 0 2 5 2 3 0 10 13 2 2 3 20 22 7 2 7 38 14 6 4 5 29 10 7 3 4 24 4 3 2 4 13 1 1 1 2 5 1 0 0 0 1 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 1 1 0 2 145 9:00 AM - 10:00 AM 0 0 0 1 1 0 0 3 1 4 0 1 1 1 3 4 2 1 4 11 2 1 4 4 11 4 6 7 6 23 6 5 3 7 21 6 1 1 3 11 1 0 3 2 6 0 1 0 1 2 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 0 0 1 95 10:00 AM - 11:00 AM 0 1 0 2 3 1 1 0 0 2 1 1 0 3 5 2 2 3 1 8 3 1 1 10 15 7 3 4 3 17 5 3 7 6 21 6 4 5 2 17 1 1 1 0 3 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2 94 11:00 AM - 12:00 pM 0 0 0 0 0 1 0 1 0 2 6 2 0 6 14 4 2 6 1 13 7 7 2 3 19 7 7 6 4 24 9 4 3 4 20 2 0 6 3 11 0 1 1 3 5 0 0 0 1 1 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 110 12:00 PM - 1:00 PM 0 0 0 0 0 0 2 1 0 3 1 2 1 1 5 1 0 1 4 6 3 1 3 4 11 7 4 4 2 17 6 7 5 6 24 7 2 5 6 20 3 3 1 4 11 0 0 1 2 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 101 1:00 PM - 2:00 PM 0 0 0 0 0 0 1 1 0 2 2 2 0 1 5 0 2 3 3 8 1 6 7 3 17 4 4 6 7 21 6 7 8 8 29 6 4 2 5 17 0 1 3 0 4 3 0 1 1 5 1 0 2 0 3 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 112 2:00 PM - 3:00 PM 0 0 1 0 1 1 1 3 2 7 3 5 6 3 17 7 3 8 8 26 8 7 14 12 41 9 9 11 21 50 8 10 8 12 38 4 5 4 8 21 4 6 1 3 14 0 0 1 4 5 0 0 0 0 0 1 1 2 0 4 1 0 0 1 2 0 1 1 0 2 228 3:00 PM - 4:00 PM 0 0 0 0 0 0 1 1 2 4 4 7 2 7 20 5 3 1 1 10 1 3 3 10 17 8 13 6 3 30 12 7 8 10 37 18 7 11 11 47 3 1 1 1 6 2 0 0 2 4 1 0 0 2 3 0 0 1 1 2 0 0 0 0 0 0 0 2 1 3 183 4:00 PM - 5:00 PM 0 0 0 2 2 1 0 1 1 3 6 4 2 5 17 1 5 1 6 13 5 9 12 19 45 13 8 11 12 44 11 11 11 12 45 11 7 7 3 28 4 3 5 8 20 4 0 0 0 4 0 1 0 1 2 0 1 2 0 3 0 0 0 0 0 0 0 0 0 0 226 5:00 PM - 6:00 PM 0 0 0 0 0 0 0 0 2 2 5 10 8 9 32 7 5 6 12 30 17 8 11 15 51 17 17 14 18 66 16 13 19 11 59 9 7 6 5 27 6 1 6 2 15 0 0 1 0 1 1 0 1 1 3 1 0 0 0 1 1 1 0 0 2 0 0 1 0 1 290 6:00 PM - 7:00 PM 2 0 0 0 2 3 1 2 0 6 3 5 7 2 17 2 2 5 5 14 12 7 6 5 30 12 5 8 11 36 9 13 8 5 35 2 6 7 6 21 4 0 2 1 7 0 1 1 0 2 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 173 7:00 PM - 8:00 PM 0 0 0 0 0 0 2 0 0 2 5 4 5 4 18 5 0 3 4 12 4 5 4 3 16 8 2 15 6 31 4 7 4 11 26 6 2 6 2 16 3 0 0 0 3 2 0 1 0 3 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 128 8:00 PM - 9:00 PM 0 0 0 0 0 2 0 0 1 3 1 5 0 5 11 1 1 0 1 3 4 4 3 3 14 7 3 5 5 20 3 8 2 2 15 0 2 4 1 7 1 1 0 0 2 0 0 0 0 0 0 0 0 0 0 1 0 0 1 2 0 0 0 0 0 0 0 1 0 1 78 9:00 PM - 10:00 PM 0 0 0 0 0 2 0 0 0 2 2 1 2 0 5 1 2 0 0 3 4 5 2 3 14 6 3 4 3 16 7 4 4 3 18 1 3 5 4 13 1 0 0 1 2 1 2 1 1 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 78 10:00 PM - 11:00 PM 0 0 0 0 0 1 0 0 1 2 0 1 0 1 2 1 0 0 0 1 2 1 0 0 3 3 1 1 2 7 0 4 2 1 7 2 0 2 1 5 2 0 1 0 3 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 32 11:00 PM - 12:00 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 3 0 0 3 1 0 0 0 1 1 2 0 1 4 4 2 0 1 7 4 0 0 1 5 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 23 Total 2579
Percentage 100.0%
Average Speed: 37 mph 85th Percentile Speed : 46 mph 10mph Pace: 32 - 41 MPH % in Pace: 40% HOUR :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T :00 :15 :30 :45 T TOTAL 12:00 AM - 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2 0 1 0 1 2 0 2 0 0 2 0 2 0 0 2 1 0 1 0 2 1 2 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13 1:00 AM - 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2:00 AM-3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 3:00 AM - 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 4:00 AM - 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 3 0 3 1 0 2 1 4 0 0 1 2 3 2 3 4 1 10 0 1 0 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 24 5:00 AM - 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 1 0 2 2 5 1 1 2 4 8 2 2 6 4 14 1 3 5 3 12 0 4 2 2 8 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 0 0 0 0 0 51 6:00 AM - 7:00 AM 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 1 0 1 1 3 2 0 5 1 8 4 2 7 1 14 4 7 5 3 19 4 7 7 8 26 1 3 4 6 14 0 1 2 1 4 1 1 1 0 3 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 93 7:00 AM - 8:00 AM 0 0 2 0 2 0 0 2 11 13 1 0 4 16 21 4 3 3 15 25 1 4 6 8 19 5 5 9 11 30 8 5 6 16 35 11 13 9 10 43 6 5 8 5 24 2 1 1 0 4 1 1 1 0 3 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 220 8:00 AM - 9:00 AM 8 0 0 0 8 4 1 0 0 5 12 1 0 0 13 23 1 0 2 26 11 6 2 1 20 12 4 1 4 21 13 10 4 8 35 6 2 8 9 25 1 3 5 1 10 0 2 1 1 4 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 169 9:00 AM - 10:00 AM 0 0 1 0 1 0 1 0 0 1 1 1 0 3 5 3 3 3 3 12 0 2 3 1 6 4 3 6 3 16 7 2 7 4 20 4 5 1 3 13 3 1 2 2 8 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 85 10:00 AM - 11:00 AM 0 0 0 0 0 0 0 0 0 0 1 2 0 1 4 2 3 2 1 8 2 4 2 2 10 4 3 3 4 14 7 6 5 4 22 2 3 5 4 14 3 5 5 4 17 0 4 0 0 4 0 0 1 0 1 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 95 11:00 AM - 12:00 pM 0 0 0 0 0 0 0 0 0 0 1 5 0 2 8 2 3 4 2 11 1 4 2 2 9 3 4 2 4 13 11 13 6 6 36 5 0 1 5 11 1 2 1 1 5 0 1 2 1 4 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 98 12:00 PM - 1:00 PM 0 0 0 0 0 1 0 0 0 1 1 1 1 1 4 1 1 3 0 5 2 5 2 1 10 2 8 4 9 23 7 6 6 5 24 5 9 5 6 25 5 2 2 2 11 1 1 2 0 4 1 0 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 109 1:00 PM - 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3 1 5 1 1 2 2 6 8 2 6 2 18 10 10 8 5 33 7 10 6 9 32 2 3 1 3 9 0 2 0 2 4 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 108 2:00 PM - 3:00 PM 1 0 0 0 1 0 1 0 2 3 4 5 6 6 21 3 7 4 2 16 3 5 5 9 22 3 4 6 7 20 8 8 8 9 33 9 2 6 10 27 1 4 6 5 16 0 2 1 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 162 3:00 PM - 4:00 PM 0 0 0 0 0 0 0 0 1 1 3 4 4 1 12 1 5 2 4 12 3 8 3 6 20 16 17 8 19 60 15 22 14 15 66 18 9 7 14 48 4 7 3 5 19 2 1 0 2 5 0 0 2 0 2 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 247 4:00 PM - 5:00 PM 0 0 0 1 1 0 0 0 1 1 0 0 4 2 6 2 3 7 7 19 2 3 6 6 17 7 8 9 6 30 8 11 12 13 44 8 7 11 13 39 6 4 1 1 12 3 0 1 0 4 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 0 2 176 5:00 PM - 6:00 PM 1 0 2 0 3 2 0 2 2 6 5 5 6 3 19 8 11 6 4 29 5 4 5 5 19 8 17 13 3 41 11 12 13 16 52 12 6 10 7 35 0 2 4 4 10 2 1 0 0 3 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 219 6:00 PM - 7:00 PM 0 0 1 1 2 6 1 2 0 9 2 4 1 5 12 5 2 6 3 16 9 1 5 7 22 18 12 5 15 50 10 9 8 8 35 4 9 3 9 25 0 3 0 0 3 0 1 2 1 4 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 180 7:00 PM - 8:00 PM 0 0 0 1 1 1 0 0 2 3 3 2 8 3 16 7 2 4 3 16 4 10 9 1 24 9 13 7 10 39 8 11 10 3 32 5 2 5 5 17 0 0 1 2 3 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 152 8:00 PM - 9:00 PM 0 0 0 0 0 0 0 0 1 1 1 0 1 1 3 5 2 2 1 10 2 2 5 1 10 7 5 6 7 25 5 4 5 6 20 4 6 6 2 18 2 1 1 2 6 0 2 0 0 2 0 0 1 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 97 9:00 PM - 10:00 PM 0 0 0 0 0 0 0 1 0 1 1 0 0 0 1 1 1 1 1 4 4 1 1 0 6 4 2 1 3 10 3 3 3 3 12 2 5 3 1 11 3 1 2 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 51 10:00 PM - 11:00 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 1 2 0 1 0 0 1 1 1 4 0 6 6 1 2 1 10 5 2 1 3 11 1 2 2 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 36 11:00 PM - 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 2 0 2 2 1 1 0 4 4 0 2 0 6 1 3 0 0 4 0 0 1 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19 Total 2413
Percentage 100.0%
Average Speed: 39 mph 85th Percentile Speed : 49 mph 10mph Pace: % in Pace: 42% 2 Speed Volume
Nebraska Ave approaching Euclid Ave
Thursday, October 19, 2023

36.5604529
-119.3996111
65-70 MPH
38 48
38 - 47 MPH
39%
Eastbound
0-20 MPH 20-25 MPH 25-30 MPH 30-35 MPH 35-40 MPH
6 70-75 MPH 75-80 MPH OVER 80 MPH
12 64 246 223 416 519 518
40-45 MPH 45-50 MPH 50-55 MPH 55-60 MPH 60-65 MPH
Westbound
20 0.5% 2.5% 9.5% 8.6% 16.1% 20.1% 20.1% 13.4% 5.1%
345 131 47 18 14

1.8% 0.7% 0.5% 0.2% 0.8%
0-20 MPH 20-25 MPH 25-30 MPH 30-35 MPH 35-40 MPH 40-45 MPH 70-75 MPH 5 75-80 MPH OVER 80 MPH
19 46 149 226 247 455 554 444
45-50 MPH 50-55 MPH 55-60 MPH 60-65 MPH 65-70 MPH
183 55 18 8 4

0.8% 1.9% 6.2% 9.4% 10.2% 0.2% 0.2%
38 - 47 MPH

18.9% 23.0% 18.4% 7.6% 2.3% 0.7% 0.3%
-20
0 20
40 60
80 100 Percentile
Speed (MPH)
Speed Curve Eastbound Westbound Both Directions
10/18/2023
Location Distance Cross Street Date Time Day BCS Code Incident No.

Traffic Accident Report
Grouped and Sorted By Location, Cross Street and Date
Intersection PCF
W NEBRASKA AV X N ALTA AV 02/11/19 0819 MON 22107 Info Exchange-Public DA1900406 W NEBRASKA AV X S ENGLEHART AV 09/14/23 1545 THU 21802(A) Other - Public-Drivable DA2303098 100 B W NEBRASKA AV WEST N ALTA AV 03/19/19 1623 TUE 22350 Other - Public-Drivable DA1900798 100 B W NEBRASKA AV 2 FEET WEST N ALTA AV 07/10/20 0007 FRI 22350 Other - Public-Towaway DA2001745 100 B W NEBRASKA AV X N ALTA AV 04/17/21 1230 SAT 21453(B) Other - Public-Drivable DA2101057 100 B W NEBRASKA AV X N ALTA AV 09/19/21 0830 SUN 21451(A) Other - Public-Drivable DA2102727 400 B W NEBRASKA AV 445 FEET WEST EUCLID AV 07/02/22 1542 SAT 22106 Info Exchange-Private DA2202269 400 B W NEBRASKA AV 280 FEET EAST AUTUMN DR 04/27/23 1433 THU 22450(A) Other - Public-Towaway DA2301355 500 B W NEBRASKA AV X 11 FEET EAST AUTUMN DR 04/18/21 1730 SUN Oth Improper Driving Other - Public-Towaway DA2101067 600 B W NEBRASKA AV 02/07/20 1934 FRI 21801(A) Public-H/R-Public - Drivable DA2000424 600 B W NEBRASKA AV 295 FEET WEST AUTUMN DR 08/24/20 0140 MON 23152(A) DUI-Public-Fatal DA2002137 700 B W NEBRASKA AV X AUTUMN DR 05/31/22 1523 TUE 21802(A) Info Exchange-Private DA2201867 800 B W NEBRASKA AV 11/07/21 0930 SUN Unknown Other - Private -PDO DA2103314 900 B W NEBRASKA AV 95 FEET WEST VISCAYA PARKWAY 05/13/21 0808 THU 22106 Other - Public-PDO DA2101338 1300 B W NEBRASKA AV 02/03/20 1721 MON Oth Improper Driving Info Exchange-Public DA2000374 1300 B W NEBRASKA AV 1198 FEET WEST ENGLEHART AV 03/27/22 0411 SUN 23152(A) Private-H/R - Towaway DA2201030 1600 B W NEBRASKA AV 42 FEET WEST 72 08/06/22 0135 SAT 23152(A) Other - Public-Drivable DA2202686 7300 B W NEBRASKA AV 600 FEET EAST ENGLEHART AV 07/03/19 1018 WED Oth Improper Driving Info Exchange-Private DA1901990 Record Count 18
1 DECISION POINT B (10' FROM EDGE OF TRAVEL WAY) DECISION POINT A (8' FROM STOP BAR) EUCLID AVENUE

NEBRASKA AVENUE
INSTALL R28 (CA) SIGN
INSTALL R28 (CA) SIGN INSTALL R28 (CA) SIGN INSTALL R28 (CA) SIGN 430.00'
496.00'
www.4-creeks.com
FAX: 559.802.3215
TEL: 559.802.3052
324 S. SANTA FE, STE. A
VISALIA, CA 93292
PREPARED BY:

AVAILABLE ISD - 8FT SETBACK FROM STOP BAR
AVAILABLE ISD - 10FT SETBACK FROM EDGE OF TRAVEL WAY

PAINT CURB RED
LEGEND
NORTH
60' 0' 60'

ATTACHMENT C
City Council Staff Report
Department: CITY CLERK March 12, 2024
To: Mayor and City Council
From: Maria Alaniz, City Clerk/Human Resources Director Subject: Conference with Labor Negotiators (MA)

RECOMMENDATION
Pursuant to GC Subdivision 54957.6; Agency designated representatives: Maria Alaniz; Karina Solis; Luis Patlan; Daniel James
Employee Organizations: City Employees Association; Firefighters Association; and Police Association

EXECUTIVE SUMMARY

OUTSTANDING ISSUES

DISCUSSION

FISCAL IMPACT

PUBLIC HEARING

Dinuba City CouncilMarch 12, 2024

Dinuba City Council
March 12, 2024